HomeMy WebLinkAboutContract 44160FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
IIMICOPY POO:
COIMACYOR
CONTRACTOR1 YONON* CO.
aiv UECRETARY
CITY MANAGER" OPPICI
minetoto ON.
TAWS. M,ICOPY
CITY SECRETA►l V
CONTRACT NO. L I I Le
HMAC SURFACE OVERLAY (2012-14) CDBG
At Various Locations
City Project No. 01927
Betsy Price
Mayor
Tom Higgins
City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared by
The City of Fort Worth
TRANSPORTATION AND PUBLIC WORKS
1
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
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M&C Review http://apps.cfwnet.org/counci1 packet/mc_review.asp?ID=17835&coun...
CITY COUNCIL AGENDA
COUNCIL ACTION: Approved on 1/8/2013
Official site of the City of Fort Worth, Texas
FORT 'S'ORTII
DATE: 1/8/2013REFERENCE*C-26035 LOG 172011STREETRECONSTRUCTION AWARDB
NO.: NAME: —
CODE: C TYPE: CONSENT PUBLIC NO
HEARING:
SUBJECT: Authorize Execution of a Contract with JLB Contracting, LLC, in the Amount of $855,322.10 from
Community Development Block Grant Funds for the HMAC Surface Overlay 2012-14 Project to
Reconstruct Residential Streets (COUNCIL DISTRICTS 2, 3, 5, 8 and 9)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a contract with JLB Contracting,
LLC, in the amount of $855,322.10 from Community Development Block Grant funds for the HMAC
Surface Overlay 2012-14 Project to reconstruct residential streets.
DISCUSSION:
On August 2, 2011, (M&C C-25066) the City Council approved the City's 2011-2012 Action Plan which
included the amount of $678,159.30 in Community Development Block Grant (CDBG) funds for the
reconstruction of residential streets in CDBG-eligible areas of the City. On March 6, 2012, (M&C
G-17527) the City Council approved a change in use and expenditure in the amount of $218,585.40 of
additional CDBG funds to allow reconstruction of additional streets and cover the estimated total
project budget amount of $896,744.70.
On October 18, 2012 and October 25, 2012, the project was advertised for bid in the Fort Worth
Star -Telegram. On November 15, 2012, the following bids were received:
BIDDERS
JLB CONTRACTING, LLC
PEACHTREE CONSTRUCTION,
LTD.
ADVANCED PAVING
AMOUNT
$855,322.10
$914,693.00
$1,003,773.00
JLB Contracting, LLC, had the lowest bid and was selected for this project.
For the Construction budget, the amount of $855,322.10 is to be used for the contract with JLB
Contracting, LLC, consistent with the amount of the bid. The City will use the remaining project funds for
inspections, testing and advertising/printing. If funds are available, additional funds may be added to the
construction budget for approved change orders.
JLB Contracting, LLC, is in compliance with the City's Business Diversity Ordinance by committing to 12
percent MBE participation and documenting good faith effort. JLB Contracting, LLC, identified several
of 2 1 / 16/2013 2:14 PM
M&C Review http://apps.cfwnet.org/councilpacket/mc_review.asp?ID=17835&coon...
subcontracting and supplier opportunities. However, the MBE's contacted in the areas identified did not
submit the lowest bids. The City's MBE goal on this project is 17 percent.
Staff recommends that Council award a contract in an amount of $855,322.10 to JLB Contracting, LLC,
for the HMAC Surface Overlay 2012-14 Project to reconstruct residential streets.
This project is available in ALL COUNCIL DISTRICTS, but this Mayor and Council Communication
affects COUNCIL DISTRICTS 2, 3, 5, 8 and 9.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital
budget, as appropriated, of the Grants Funds.
TO Fund/Account/Centers
Submitted for City Manaaer's Office bv:
Oriainatina Department Head:
Additional Information Contact:
ATTACHMENTS
HMAC 2012-14 Street Maos.Ddf
List of Streets HMAC (2012-141.xIs
FROM Fund/Account/Centers
GR76 541200 020206530130 $636, 736.70
GR76 541200 020206350130 $218.585.40
Fernando Costa (6122)
Jay Chapa (5804)
Cynthia Garcia (8187)
Charletra Hurt (7536)
of2 1/16/2013 2:14 PM
1 SECTION 00 00 00
2 TABLE OF CONTENTS
3
4 Division 00 - General Conditions
5 00 05 10 Mayor and Council Communication
6 00 05 15 Addenda
7 00 11 13 Invitation to Bidders
8 00 21 13 Instructions to Bidders
9 00 35 13 Conflict of Interest Affidavit
10 00 41 00 Bid Form
11 00 42 43 Proposal Form Unit Price
12 00 43 13 Bid Bond
13 00 43 37 Vendor Compliance to State Law Nonresident Bidder
14 00 45 11 Bidders Prequalifications
15 00 45 12 Prequalification Statement
16 00 45 13 Bidder Prequalification Application
17 00 45 26 Contractor Compliance with Workers' Compensation Law
18 00 45 40 Minority Business Enterprise Goal
19 00 52 43 Agreement
20 00 61 13 Performance Bond
21 00 61 14 Payment Bond
22 00 61 19 Maintenance Bond
23 00 61 25 Certificate of Insurance
24 00 72 00 General Conditions
25 00 73 00 Supplementary Conditions
26
27 Division 01 - General Requirements
28 01 11 00 Summary of Work
29 01 31 19 Preconstruction Meeting
30 01 31 20 Project Meetings
31 01 32 16 Construction Progress Schedule
32 01 32 33 Preconstruction Video
33 01 45 23 Testing and Inspection Services
34 01 50 00 Temporary Facilities and Controls
35 01 55 26 Street Use Permit and Modifications to Traffic Control
36 01 58 13 Temporary Project Signage
37 01 70 00 Mobilization and Remobilization
38 01 71 23 Construction Staking
39 01 74 23 Cleaning
40 01 77 19 Closeout Requirements
41 01 78 39 Project Record Documents
42
43 Division 02 - Existing Conditions
44 02 41 15 Paving Removal
45
46 Division 31 - Earthwork
47 31 23 16 Unclassified Excavation
48
49 Division 32 - Exterior Improvements
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
000000-1
TABLE OF CONTENTS
Page 1 of 2
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
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TABLE OF CONTENTS
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32 11 23
32 11 33
32 12 16
32 12 73
32 13 20
32 16 13
32 17 23
32 91 19
32 92 13
Flexible Base Courses
Cement Treated Base Courses
Asphalt Paving
Asphalt Paving Crack Sealants
Concrete Sidewalks, Driveways and Barrier Free Ramps
Concrete Curb and Gutters and Valley Gutters
Pavement Markings
Topsoil Placement and Finishing of Parkways
Hydro -Mulching, Seeding, and Sodding
Division 33 - Utilities
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
33 05 17 Concrete Collars [To be completed in early 20121
Division 34 - Transportation
34 71 13 Traffic Control
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's Buzzsaw site at:
htps://proiectpoint.buzzsaw.com/client/fortworthe_ ov/Resources/02%20-
%20Construction%20Documents/Specifications
Appendix
GC-4.01
GC-4.02
GC-4.04
GC-4.06
GC 6.06.D
GC-6.07
GC-6.09
GC-6.24
GR-01 60 00
SP-01
SP-02
Availability of Lands
Subsurface and Physical Conditions
Underground Facilities
Hazardous Environmental Condition at Site
Minority and Women Owned Business Enterprise Compliance
Wage Rates
Permits and Utilities
Nondiscrimination
Product Requirements
Special Provisions
Roadbond EN 1 Soil Stabilizer
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 0/927
000510-1
MAYOR AND COUNCIL COMMUNICATION (M&C)
Page 1 of 1
1 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&C for the award of the project. M&C insert shall be on blue paper.]
8
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END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
01927
000515-1
ADDENDA
Page 1 of 1
1 SECTION 00 05 15
2 ADDENDA
3
4
5
6 [Assembler: For Contract Document execution, remove this page and replace with any addenda
7 issued during bidding.]
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END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
01927
001113-1
INVITATION TO BIDDERS
Page 1 of 2
1 SECTION 00 11 13
2 INVITATION TO BIDDERS
3 RECEIPT OF BIDS
4 Sealed bids for the construction of HMAC SURFACE OVERLAY (2012-14) CDBG, 01927 will
5 be received by the City of Fort Worth Purchasing Office:
6
7 City of Fort Worth
8 Purchasing Division
9 1000 Throckmorton Street
10 Fort Worth, Texas 76102
11 until 1:30 P.M. CST, Thursday, November 15, 2012, and bids will be opened publicly and read
12 aloud at 2:00 PM CST in the Council Chambers.
13
14 GENERAL DESCRIPTION OF WORK
15 The major work will consist of the (approximate) following:
18,690 S.Y. 8" Pavement Pulverization
18,690 S.Y. 2" HMAC Surface Course, Type D
150 GAL RoadBond EN 1, Soil Stabilizer
8,110 L.F. Remove and Replace Curb & Gutters
10,970 S.F. Remove and Replace 6" Concrete Driveway
11,510 SF Install 4-inch Concrete Sidewalk
16
17 PREQUALIFICATION
18 The improvements included in this project must be performed by a contractor who is pre-
19 qualified by the City at the time of bid opening. The procedures for qualification and pre-
20 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS.
21
22 DOCUMENT EXAMINATION AND PROCUREMENTS
23 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
24 of Fort Worth's Purchasing Division website at http://www.fortwortheov.ore/purchasine/ and
25 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
26 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
27 suppliers.
28
29 Copies of the Bidding and Contract Documents may be purchased from: Pamela Forehand, 817-
30 392-7913, City of Fort Worth, Transportation and Public Works, 1000 Throckmorton St., Fort
31 Worth, TX 76102.
32
33 The cost of Bidding and Contract Documents is: $30.00
34
35 PREBID CONFERENCE
36 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
37 BIDDERS at the following location, date, and time:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
01927
00I113-2
INVITATION TO BIDDERS
Page 2 of 2
1 DATE: Tuesday, November 6 2012
2 TIME: 9:00 A.M.
3 PLACE: Transportation and Public Works, 1000 Throckmorton St., RM#: 270, Fort
4 Worth, TX 76102
5 LOCATION: Municipal Building, 2"d. Floor
6
7 CITY'S RIGHT TO ACCEPT OR REJECT BIDS
8 City reserves the right to waive irregularities and to accept or reject bids.
9
10 INQUIRIES
11 All inquiries relative to this procurement should be addressed to the following:
12 Attn: Kristian Sugrim, City of Fort Worth
13 Email: Kristian.Sugrim@fortworthtexas.gov
14 Phone: 817-392-8902
15
16 ADVERTISEMENT DATES
17 October 18, 2012
18 October 25, 2012
19
20 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
01927
002113-1
INSTRUCTIONS TO BIDDERS
1
2
SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
Page 1 of 9
3 Defined Terms
4
5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72
6 00 - GENERAL CONDITIONS.
7
8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
9 meanings indicated below which are applicable to both the singular and plural thereof.
10
11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting
12 directly through a duly authorized representative, submitting a bid for performing
13 the work contemplated under the Contract Documents.
14
15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or
16 corporation acting directly through a duly authorized representative, submitting a
17 bid for performing the work contemplated under the Contract Documents whose
18 principal place of business is not in the State of Texas.
19
20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
21 (on the basis of City's evaluation as hereinafter provided) makes an award.
22
23 2. Copies of Bidding Documents
24
25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
26 resulting from the Bidders use of incomplete sets of Bidding Documents.
27
28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the
29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
30 for any other use.
31
32 3. Prequalification of Bidders (Prime Contractors and Subcontractors)
33
34 3.1. All Bidders and their subcontractors are required to be prequalified for the work types
35 requiring prequalification at the time of bidding. Bids received from contractors who are
36 not prequalified (even if inadvertently opened) shall not be considered.
37
38 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within
39 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00
40 45 11, BIDDERS PREQUALIFICATIONS.
41
42 3.2.1. Submission of and/or questions related to prequalification should be addressed to
43 the City contact as provided in Paragraph 6.1.
44
45
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
00 21 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
3 discretion may require, including but not limited to manpower and equipment records,
4 information about key personnel to be assigned to the project, and construction schedule,
5 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to
6 deliver a quality product and successfully complete projects for the amount bid within
7 the stipulated time frame. Based upon the City's assessment of the submitted
8 information, a recommendation regarding the award of a contract will be made to the
9 City Council. Failure to submit the additional information, if requested, may be grounds
10 for rejecting the apparent low bidder as non -responsive. Affected contractors will be
11 notified in writing of a recommendation to the 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 4.1.3.Be advised, City, in accordance with Title VI of the Civil Rights Act of 1964, 78
33 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations,
34 Department of Transportation, Subtitle A, Office of the Secretary, Part 21,
35 Nondiscrimination in Federally -assisted programs of the Department of
36 Transportation issued pursuant to such Act, hereby notifies all bidders that it will
37 affirmatively insure that in any contract entered into pursuant to this advertisement,
38 minority business enterprises will be afforded full opportunity to submit bids in
39 response to this invitation and will not be discriminated against on the grounds of
40 race, color, or national origin in consideration of award.
41
42 4.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or
43 contiguous to the Site and all drawings of physical conditions relating to existing
44 surface or subsurface structures at the Site (except Underground Facilities) that
45 have been identified in the Contract Documents as containing reliable "technical
46 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
47 at the Site that have been identified in the Contract Documents as containing
48 reliable "technical data."
49
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
002113-3
INSTRUCTIONS TO BIDDERS
Page 3 of 9
1 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of
2 the information which the City will furnish. All additional information and data
3 which the City will supply after promulgation of the formal Contract Documents
4 shall be issued in the form of written addenda and shall become part of the Contract
5 Documents just as though such addenda were actually written into the original
6 Contract Documents. No information given by the City other than that contained in
7 the Contract Documents and officially promulgated addenda thereto, shall be
8 binding upon the City.
9
10 4.1.6. Perform independent research, investigations, tests, borings, and such other means
I 1 as may be necessary to gain a complete knowledge of the conditions which will be
12 encountered during the construction of the project. On request, City may provide
13 each Bidder access to the site to conduct such examinations, investigations,
14 explorations, tests and studies as each Bidder deems necessary for submission of a
15 Bid. Bidder must fill all holes and clean up and restore the site to its former
16 conditions upon completion of such explorations, investigations, tests and studies.
17
18 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the
19 cost of doing the Work, time required for its completion, and obtain all information
20 required to make a proposal. Bidders shall rely exclusively and solely upon their
21 own estimates, investigation, research, tests, explorations, and other data which are
22 necessary for full and complete information upon which the proposal is to be based.
23 It is understood that the submission of a proposal is prima -facie evidence that the
24 Bidder has made the investigation, examinations and tests herein required. Claims
25 for additional compensation due to variations between conditions actually
26 encountered in construction and as indicated in the Contract Documents will not be
27 allowed.
28
29 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
30 between the Contract Documents and such other related documents. The Contractor
31 shall not take advantage of any gross error or omission in the Contract Documents,
32 and the City shall be permitted to make such corrections or interpretations as may
33 be deemed necessary for fulfillment of the intent of the Contract Documents.
34
35 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of;
36
37 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
38 the site which have been utilized by City in preparation of the Contract Documents.
39 The logs of Soil Borings, if any, on the plans are for general information only.
40 Neither the City nor the Engineer guarantee that the data shown is representative of
41 conditions which actually exist.
42
43 4.2.2, those drawings of physical conditions in or relating to existing surface and
44 subsurface structures (except Underground Facilities) which are at or contiguous to
45 the site that have been utilized by City in preparation of the Contract Documents.
46
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
0021 13-4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder
2 on request. Those reports and drawings may not be part of the Contract
3 Documents, but the "technical data" contained therein upon which Bidder is entitled
4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified
5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
6 responsible for any interpretation or conclusion drawn from any "technical data" or
7 any other data, interpretations, opinions or information.
8
9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
10 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
11 exception the Bid is premised upon performing and furnishing the Work required by the
12 Contract Documents and applying the specific means, methods, techniques, sequences or
13 procedures of construction (if any) that may be shown or indicated or expressly required
14 by the Contract Documents, (iii) that Bidder has given City written notice of all
15 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
17 etc., have not been resolved through the interpretations by City as described in
18 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
19 and convey understanding of all terms and conditions for performing and furnishing the
20 Work.
21
22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
24 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
25 Documents.
26
27 5. Availability of Lands for Work, Etc.
28
29 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for
30 access thereto and other lands designated for use by Contractor in performing the Work
31 are identified in the Contract Documents. All additional lands and access thereto
32 required for temporary construction facilities, construction equipment or storage of
33 materials and equipment to be incorporated in the Work are to be obtained and paid for
34 by Contractor. Easements for permanent structures or permanent changes in existing
35 facilities are to be obtained and paid for by City unless otherwise provided in the
36 Contract Documents.
37
38 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed
39 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
40 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel
41 the award of contract at any time before the Bidder begins any construction work on the
42 project.
43
44 5.3. The Bidder shall be prepared to commence construction without all executed right-of-
45 way, easements, and/or permits, and shall submit a schedule to the City of how
46 construction will proceed in the other areas of the project that do not require permits
47 and/or easements.
48
49 6. Interpretations and Addenda
50
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No, 01927
00 21 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
2 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions
3 received after this day may not be responded to. Interpretations or clarifications
4 considered necessary by City in response to such questions will be issued by Addenda
5 delivered to all parties recorded by City as having received the Bidding Documents.
6 Only questions answered by formal written Addenda will be binding. Oral and other
7 interpretations or clarifications will 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 & 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
21 City.
22
23 Addenda or clarifications may be posted via Buzzsaw at
24 https://proiectpoint.buzzsaw.com/fortworthgov/Infrastructure%20Proiects/01927%20-
25 %20H MAC%20Surface%200verlav%20%282012-
26 14%29%20CDBG/Bid%20Documents%20Package?public
27
28 6.3. A prebid conference may be held at the time and place indicated in the Advertisement or
29 INVITATION TO BIDDERS. Representatives of City will be present to discuss the
30 Project. Bidders are encouraged to attend and participate in the conference. City will
31 transmit to all prospective Bidders of record such Addenda as City considers necessary
32 in response to questions arising at the conference. Oral statements may not be relied
33 upon and will not be binding or legally effective.
34
35 7. Bid Security
36
37 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
38 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
39 the requirements of Paragraphs 5.01 of the General Conditions.
40
41 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
42 have been satisfied. If the Successful Bidder fails to execute and deliver the complete
43 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in
44 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited.
45 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
46 other Bidders whom City believes to have a reasonable chance of receiving the award
47 will be retained by City until final contract execution.
48
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
002113-6
INSTRUCTIONS TO BIDDERS
Page 6 of 9
l S. 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 the City's Business Diversity Enterprise Ordinance No. 20020-
23 12-2011 (as amended), the City has goals for the participation of minority business
24 and/or shall business enterprises in City contracts. A copy of the Ordinance can be
25 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and
26 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor
27 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint
28 Venture Form as appropriate. The Forms including documentation must be received
29 by the City no later than 5:00 P.M. CST, five (5) City business days after the bid
30 opening date. The Bidder shall obtain a receipt from the City as evidence the
31 documentation was received. Failure to comply shall render the bid as non-
32 responsive.
33
34 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
35 or organization against whom Contractor has reasonable objection.
36
37 12. Bid Form
38
39 12.1. The Bid Form is included with the Bidding Documents; additional copies may be
40 obtained from the City.
41
42 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
43 signed in ink. Erasures or alterations shall be initialed in ink by the person signing
44 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit
45 price item listed therein. In the case of optional alternatives, the words "No Bid,"
46 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices,
47 written in ink in both words and numerals, for which the Bidder proposes to do the
48 work contemplated or furnish materials required. All prices shall be written legibly.
49 In case of discrepancy between price in written words and the price in written
50 numerals, the price in written words shall govern.
51
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
002113-7
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
00 21 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
00 21 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
U.S. Department of Housing
and Urban Development
Labor Relations Desk Guide
LR01.DG
I ABOR SIANDARDS
A Contractor's Guide
e
to Prevailing Wage Requirements.
for Federally -Assisted Construction Projects
January 2012
Previous versions obsolete
INTRODUCTION
This Guide has been prepared for you as a contractor performing work on construction projects
that are assisted by the Department of Housing and Urban Development and subject to Davis -
Bacon prevailing wage requirements. This Guide does not address contractor requirements
involved in direct Federal contracting where HUD or another Federal agency enters into a
procurement contract. In this latter case, the Federal Acquisition Regulations (FAR) are appli-
cable. While the guidance contained in this Guide is generally applicable to any Davis -Bacon
covered project, specific questions pertaining to direct Federal contracts should be addressed
to the Contracting Officer who signed the contract for the Federal agency.
Our objective here is to provide you with a guide which is simple and non -bureaucratic yet
comprehensive and which will help you better understand and comply with Davis -Bacon labor
standards. HUD's Office of Labor Relations worked closely with the Department of Labor's
Wage and Hour Division to make sure that the labor standards provisions in your contract and
the specifics of complying with them represent the latest information. It is the Department of
Labor which has general administrative oversight of all Federal contracting agencies, such as
HUD, which administer the day-to-day responsibilities of enforcing Davis -Bacon provisions in
construction contracts they either fund or assist in funding.
There are three chapters in this Guide. The first chapter offers a brief description of the laws
and regulations associated with Federal labor standards administration and enforcement and
discusses both what's in your contract that requires Davis -Bacon compliance and your respon-
sibilities. The second chapter deals with labor standards and payroll reporting requirements.
The third chapter discusses what can happen in the event there is a dispute about the wage
rates that should be (or have been) paid and any back wages that may be due.
Finally, not all HUD construction projects are covered by Davis -Bacon wage rates. For the pur-
pose of this Guide, we are assuming that a determination has already been made that Davis -
Bacon wage rates are applicable. Should you wish assistance in determining whether Davis -
Bacon wage rates apply to a particular project or if you need other related technical assistance,
please consult with the HUD Labor Relations Field staff for your area. If you don't know which
staff to contact, a list of Labor Relations field offices and their geographic areas and telephone
numbers can be found on HUD's Home Page at the address below.
Visit the Office of Labor Relations on-line:
http://www.hud.clov/officestolr
Obtain additional copies of this Guide and other publications at our website or by telephone
from HUD's Customer Service Center at (800)767-7468.
TABLE OF CONTENTS
INTRODUCTION i
CHAPTER 1 LAWS, REGULATIONS, CONTRACTS
AND RESPONSIBILITIES 1-1
1-1 DAVIS-BACON AND OTHER LABOR LAWS. 1-1
a. The Davis -Bacon Act (DBA) 1-1
b. The Contract Work Hours and Safety Standards Act (CWHSSA) 1-1
c. The Copeland Act (Anti -Kickback Act) 1-2
d. The Fair Labor Standards Act (FLSA) 1-2
1-2 DAVIS-BACON REGULATIONS 1-2
1-3 CONSTRUCTION CONTRACT PROVISIONS 1-2
1-4 RESPONSIBILITY OF THE PRINCIPAL CONTRACTOR 1-3
1-5 RESPONSIBILITY OF THE CONTRACT ADMINISTRATOR 1-4
CHAPTER 2 HOW TO COMPLY WITH LABOR STANDARDS
AND PAYROLL REPORTING REQUIREMENTS 2-1
SECTION - I THE BASICS
2-1 THE WAGE DECISION 2-1
a. The work classifications and wage rates 2-1
b. Posting the wage decision 2-2
2-2 ADDITIONAL "TRADE" CLASSIFICATIONS AND WAGE RATES 2-2
a. Additional classification rules 2-2
b. Making the request 2-3
c. HUD review 2-3
d. DOL decision 2-3
2-3 CERTIFIED PAYROLL REPORTS 2-4
a. Payroll formats 2-4
b. Payroll certifications 2-4
c. "No work" payrolls 2-4
d. Payroll review and submission 2-5
e. Payroll retention 2-5
f. Payroll inspection 2-5
2-4 DAVIS-BACON DEFINITIONS 2-5
a. Laborer or mechanic 2-5
b. Employee 2-6
c. Apprentices and trainees 2-6
d. Prevailing wages or wage rates 2-7
e. Fringe benefits 2-7
f. Overtime 2-7
g. Deductions 2-8
h. Proper designation of trade 2-8
i. Site of work 2-8
III
SECTION - II REPORTING REQUIREMENT
2-5 COMPLETING A PAYROLL REPORT 2-9
a. Project and contractor/subcontractor information 2-9
b. Employee information 2-9
c. Work classification 2-9
d. Hours worked 2-10
e. Rate of pay 2-10
f. Gross wages earned 2-10
g. Deductions 2-11
h. Net pay 2-11
i. Statement of compliance 2-11
j. Signature 2-11
SECTION ID - PAYROLL REVIEWS AND CORRECTIONS
2-6 COMPLIANCE REVIEWS 2-12
a. On -site interviews 2-12
b. Project payroll reviews 2-12
2-7 TYPICAL PAYROLL ERRORS AND REQUIRED CORRECTIONS 2-12
a. Inadequate payroll information 2-12
b. Missing identification numbers 2-12
c. Incomplete payrolls 2-13
d. Classifications 2-13
e. Wage Rates 2-13
f. Apprentices and trainees 2-13
g. Overtime 2-13
h. Computations 2-13
i. Deductions 2-13
j. Fringe benefits 2-14
k. Signature 2-14
I. On -site interview comparisons 2-14
m. Correction certified payroll 2-14
2-8 RESTITUTION FOR UNDERPAYMENT OF WAGES 2-14
a. Notification 2-14
b. Computing wage restitution 2-15
c. Correction certified payrolls 2-15
d. Review of correction CPR 2-15
e. Unfound workers 2-15
iv
CHAPTER 3 LABOR STANDARDS DISPUTES, ADMINISTRATIVE
REVIEWS, WITHHOLDING, DEPOSITS AND ESCROW
ACCOUNTS, AND SANCTIONS 3-1
3-1 INTRODUCTION 3-1
3-2 ADMINISTRATIVE REVIEW ON LABOR STANDARDS DISPUTES 3-1
a. Additional classifications and wage rates 3-1
b. Findings of underpayment 3-2
3-3 WITHHOLDING 3-2
3-4 DEPOSITS AND ESCROWS 3-3
3-5 ADMINISTRATIVE SANCTIONS 3-4
a. DOL debarment 3-4
b. HUD sanctions 3-4
3-6 FALSIFICATION OF CERTIFIED PAYROLL REPORTS 3-5
APPENDICIES
ACRONYMS AND SYMBOLS A-1
DAVIS-BACON - RELATED WEB SITES* A-2
HUD-4720, Project Wage Rate Sheet A-3
WH-347, Payroll Form/Statement of Compliance A-4
v
CHAPTER 1 LAWS, REGULATIONS, CONTRACTS
AND RESPONSIBILITIES
The following paragraphs describe what the labor standards laws and regulations actually say
and what they mean to you on HUD projects:
1-1 DAVIS-BACON AND OTHER LABOR LAWS.
a. The Davis -Bacon Act (DBA). The Davis -Bacon Act requires the payment of prevailing
wage rates (which are determined by the U.S. Department of Labor) to all laborers and
mechanics on Federal government and District of Columbia construction projects in
excess of $2,000. Construction includes alteration and/or repair, including painting and
decorating, of public buildings or public works.
Most HUD construction work is not covered by the DBA itself since HUD seldom contracts
directly for construction services. Most often, if Davis -Bacon wage rates apply to a HUD
project it is because of a labor provision contained in one of HUD's "Related Acts" such
as the U. S. Housing Act of 1937, the National Housing Act, the Housing and Community
Development Act of 1974, the National Affordable Housing Act of 1990, and the Native
American Housing Assistance and Self -Determination Act of 1996. The Related Acts are
often referred to as the Davis -Bacon and Related Acts or DBRA.
b. The Contract Work Hours and Safety Standards Act (CWHSSAI. CWHSSA
requires time and one-half pay for overtime (O/T) hours (over 40 in any workweek)
worked on the covered project. The CWHSSA applies to both direct Federal
contracts and to indirect Federally -assisted contracts except where the assistance
is solely in the nature of a loan guarantee or insurance. CWHSSA violations
carry a liquidated damages penalty ($10/day per violation). Intentional violations
of CWHSSA standards can be considered for Federal criminal prosecution.
r �
CWHSSA does not apply to prime contracts of $100,000 or less. In addition, some HUD
projects are not covered by CWHSSA because some HUD programs only provide loan
guarantees or insurance. CWHSSA also does not apply to construction or rehabilitation
contracts that are not subject to Federal prevailing wage rates (e.g., Davis -Bacon wage
rates, or HUD -determined rates for operation of public housing and Indian block grant -
assisted housing). However, even though CWHSSA overtime pay is not required, Fair
Labor Standards Act (FLSA) overtime pay is probably still applicable. (See also Labor
Relations Letter SL-95-01, CWHSSA Coverage threshold for overtime and health and
safety provision, available on-line at the HUD Labor Relations Library at: www.hud.gov/
offices/olr/library. cfm)
1-1
c. The Copeland Act (Anti -Kickback Act). The Copeland Act makes it a Federal crime
for anyone to require any laborer or mechanic (employed on a Federal or Federally -
assisted project) to kickback (i.e., give up or pay back) any part of their wages. The
Copeland Act requires every employer (contractors and subcontractors) to submit
weekly certified payroll reports (CPRs) and regulates permissible payroll deductions.
d. The Fair Labor Standards Act (FLSA). The FLSA contains Federal minimum wage
rates, overtime (O/T), and child labor requirements. These requirements generally apply
to any labor performed. The DOL has the authority to administer and enforce FLSA.
HUD will refer to the DOL any possible FLSA violations that are found on HUD projects.
1-2 DAVIS-BACON REGULATIONS.
The Department of Labor (DOL) has published rules and instructions concerning
Davis -Bacon and other labor laws in the Code of Federal Regulations (CFR). These
regulations can be found in Title 29 CFR Parts 1, 3, 5, 6 and 7. Part 1 explains how
the DOL establishes and publishes DBA wage determinations (aka wage decisions) and
provides instructions on how to use the determinations. Part 3 describes Copeland Act
requirements for payroll deductions and the submission of weekly certified payroll reports.
Part 5 covers the labor standards provisions that are in your contract relating to Davis -
Bacon Act wage rates and the responsibilities of contractors and contracting agencies to
administer and enforce the provisions. Part 6 provides for administrative proceedings
enforcing Federal labor standards on construction and service contracts. Last, Part 7
sets parameters for practice before the Administrative Review Board. These regulations
are used as the basis for administering and enforcing the laws.
DOL Regulations are available on-line on the World Wide Web:
http://vvww.dol.gov/dol/allcfr/Title_29. htm
1-3 CONSTRUCTION CONTRACT PROVISIONS
Each contract subject to Davis -Bacon labor standards requirements must contain labor
standards clauses and a Davis -Bacon wage decision. These documents are normally
bound into the contract specifications.
a. The labor standards clauses. The labor standards clauses describe the responsibilities
of the contractor concerning Davis -Bacon wages and obligate the contractor to comply
with the labor requirements. The labor standards clauses also provide for remedies in
the event of violations, including withholding from payments due to the contractor to
ensure the payment of wages or liquidated damages which may be found due. These
contract clauses enable the contract administrator to enforce the Federal labor standards
applicable to the project. HUD has standard forms that contain contract clauses. For
example, the HUD-2554, Supplementary Conditions to the Contract for Construction,
which is issued primarily for FHA multifamily housing and other construction projects
1-2
administered by HUD; the HUD-4010, Federal Labor Standards Provisions, which is used
for CDBG and HOME projects, and the HUD-5370, General Conditions of the Contract for
Construction or the HUD-5370-EZ (construction contracts 5$100,000) which are used for
Public and Indian Housing projects.
HUD program labor standards forms are available on-line at:
www.hud.gov/offices/adm/hudclips/index.cfm
b. Davis -Bacon Wage Decisions. The Davis -Bacon wage decision (or wage determination)
is a listing of various construction work classifications, such as Carpenter, Electrician,
Plumber and Laborer, and the minimum wage rates (and fringe benefits, where prevailing)
that people performing work in those classifications must be paid.
Davis -Bacon wage decisions are established by the DOL for various types of construction
(e.g., residential, heavy, highway) and apply to specific geographic areas, usually a
county or group of counties. Wage decisions are modified from time to time to keep them
current. In most cases, when the contract is awarded or when construction begins, the
wage decision is "locked -in" and no future modifications are applicable to the contract or
project involved.
All current Davis -Bacon wage decisions can be accessed on-line at no cost at:
http://www.wdol.gov
2
1-4 RESPONSIBILITY OF THE PRINCIPAL CONTRACTOR
The principal contractor (also referred to as the prime orgenera/ contractor) is responsible
for the full compliance of all employers (the contractor, subcontractors and any lower -tier
subcontractors) with the labor standards provisions applicable to the project. Because
of the contractual relationship between a prime contractor and his/her subcontractors,
subcontractors generally should communicate with the contract administrator only through
the prime contractor. (See Contract Administrator, below.)
To make this Guide easier to understand, the term "prime contractor" Will mean the
principal contractor; "subcontractor" will mean all subcontractors including lower -tier
subcontractors; and the term "employer" will mean all contractors as a group, including
the prime contractor and any subcontractors and lower -tier subcontractors.
1-3
1-5 RESPONSIBILITY OF THE CONTRACT ADMINISTRATOR.
The contract administrator is responsible for the proper administration and enforcement
of the Federal labor standards provisions on contracts covered by Davis -Bacon
requirements. We use this term to represent the person (or persons) who will provide
labor standards advice and support to you and other project principals (e.g., the owner,
sponsor, architect), including providing the proper Davis -Bacon wage decision
(see 2-1, The Wage Decision) and ensuring that the wage decision and contract clauses
are incorporated into the contract for construction. The contract administrator also monitors
labor standards compliance (see 2-6, Compliance Reviews) by conducting interviews
with construction workers at the job site and reviewing payroll reports, and oversees any
enforcement actions that may be required.
The contract administrator could be an employee or agent of HUD, or of a city or county or
public housing agency. For HUD projects administered directly by HUD staff, usually FHA -
insured multifamily projects, the contract administrator will be the HUD Labor Relations
field staff. But many HUD -assisted projects are administered by local contracting agencies
such as Public Housing Agencies (PHAs), Indian tribes and tribally -designated housing
entities (TDHEs), and States, cities and counties under HUD's Community Development
Block Grant (CDBG) and HOME programs. In these cases, the contract administrator
will likely be local agency staff. In either case, the guidance for you remains essentially
the same.
The DOL also has a role in monitoring Davis -Bacon administration and enforcement. In
addition, DOL has independent authority to conduct investigations. A DOL investigator
or other DOL representative may visit Davis -Bacon construction sites to interview
construction workers or review payroll information.
1-4
CHAPTER 2 HOW TO COMPLY WITH LABOR STANDARDS
AND PAYROLL REPORTING REQUIREMENTS
WHERE TO START? Now that you know you're on a Davis -Bacon project and you know
some of the legal and practical implications, what's next?
SECTION I - THE BASICS
2-1 THE WAGE DECISION.
Davis -Bacon labor standards stipulate the wage payment requirements for Carpenters,
Electricians, Plumbers, Roofers, Laborers, and other construction work classifications
that may be needed for the project. The Davis -Bacon wage decision that applies to the
project contains a schedule of work classifications and wage rates that must be followed.
If you don't have it already (and by now you should), you'll want to get a copy of the
applicable Davis -Bacon wage decision.
Remember, the wage decision is contained in the contract specifications along with the
labor standards clauses. See 1-3, Construction Contract Provisions.
a. The work classifications and wage rates. A Davis -Bacon wage decision is simply a
listing of different work classifications and the minimum wage rates that must be paid
to anyone performing work in those classifications. You'll want to make sure that the
work classification(s) you need are contained in the wage decision and make certain
you know exactly what wage rate(s) you will need to pay. Some wage decisions
cover several counties and/or types of construction work (for example, residential
and commercial work) and can be lengthy and difficult to read. Contact the contract
administrator (HUD Labor Relations field staff or local agency staff) if you have
any trouble reading the wage decision or finding the work classification(s) you need.
To make reading lengthy wage decisions easier for you, the contract administrator may
prepare a Project Wage Rate Sheet (HUD-4720). This Sheet is a one -page transcript that
will show only the classifications and wage rates for a particular project. A blank copy of
a Project Wage Rate Sheet is provided for you in the appendix. Also, a fillable version of
this form is available on-line at HUDCIips (see web address in the Appendix). Contact the
contract administrator monitoring your project for assistance with a Project Wage Rate
Sheet.
J
2-1
b. Posting the waae decision. If you are the prime contractor, you will be responsible for
posting a copy of the wage decision (or the Project Wage Rate Sheet) and a copy of the
DOL Davis -Bacon poster titled Employee Rights under the Davis -Bacon Act (Form WH-
1321) at the job site in a place that is easily accessible to all of the construction workers
employed at the project and where the wage decision and poster won't be destroyed by
wind or rain, etc. The Employee Rights under the Davis -Bacon Act poster is available in
English and Spanish on-line at HUDClips (see address in the Appendix).
The Employee Rights under the Davis -Bacon Act poster (WH-1321) replaces the Notice
to all Employees. The new poster is available in English and Spanish on-line at HUDClips
(see address in the Appendix).,
2-2 ADDITIONAL "TRADE" CLASSIFICATIONS AND WAGE RATES.
What if the work classification you need isn't on the wage decision? If the work
classification(s) that you need doesn't appear on the wage decision, you will need to
request an additional classification and wage rate. This process is usually very simple
and you'll want to start the request right away. Basically, you identify the classification
you need and recommend a wage rate for DOL to approve for the project. There are a
few rules about additional classifications; you'll find these rules in the DOL regulations,
Part 5, and in the labor clauses in your contract. The rules are summarized for you here:
a. Additional classification rules. Additional classifications and wage rates can be
approved if:
1. The requested classification is used by construction contractors in the area of the
project. (The area is usually defined as the county where the project is located).
2. The work that will be performed by the requested classification is not already
performed by another classification that is already on the wage decision. (In other
words, if there already is an Electrician classification and wage rate on the wage
decision you can't request another Electrician classification and rate.)
3. The proposed wage rate for the requested classification "fits" with the other wage
rates already on the wage decision. (For example, the wage rate proposed for
a trade classification such as Electrician must be at least as much as the lowest
wage rate for other trade classifications already contained in the wage decision.)
And,
4. The workers that will be employed in the added classification (if it is known who the
workers are/will be), or the workers' representatives, must agree with the proposed
wage rate.
2-2
b. Makina the reauest. A request for additional classification and wage rate must be made
in writing through the contract administrator. (If the contract administrator is a local
agency, the agency will send the request to the HUD Labor Relations staff.) If you are a
subcontractor, your request should also go through the prime contractor. All you need to
do is identify the work classification that is missing and recommend a wage rate (usually
the rate that employer is already paying to the employees performing the work) for that
classification. You may also need to describe the work that the new classification will
perform.
c. HUD review. The HUD Labor Relations field staff will review the requested classification
and wage rate to determine whether the request meets the DOL rules outlined in paragraph
2-2(a), above. If additional information or clarification is needed, the staff will contact the
prime contractor (or contract administrator for local agency projects) for more information,
etc. If the Labor Relations review finds that the request meets the rules, the staff will give
preliminary approval on the request and refer it to the DOL for final approval. The staff
will send to you a copy of the preliminary approval/referral letter to the DOL.
If the HUD Labor Relations staff doesn't think the request meets the rules and if agreement
can't be reached on the proper classification or wage rate for the work described, the
HUD Labor Relations staff will not approve the request. In this case, the staff will send
your request to the DOL with an explanation why HUD believes that the request shouldn't
be approved. The DOL still has final decision authority. You will receive a copy of the
disapproval/referral letter to the DOL.
d. DOL decision. The DOL will respond to HUD Labor Relations in writing about the
additional classification and wage rate request. HUD Labor Relations will notify you of
the DOL decision in writing. If the DOL approves the request, the prime contractor must
post the approval notice on the job site with the wage decision.
If the DOL does not approve the request, you will be notified about what classification and
wage rate should be used for the work in question. You will also receive instructions about
how to ask for DOL reconsideration if you still want to try to get your recommendation
approved.
It's always a good idea to talk to the contract administrator before submitting an additional
classification and wage rate request. The contract administrator can offer suggestions
and advice that may save you time and increase the likelihood that DOL will approve your
request. Usually, the contract administrator can give you an idea about what the DOL will
finally decide.
2-3
2-3 CERTIFIED PAYROLL REPORTS.
You'll need to submit a weekly certified payroll report (CPR) beginning with the first week
that your company works on the project and for every week afterward until your firm has
completed its work. It's always a good idea to number the payroll reports beginning with
#1 and to clearly mark your last payroll for the project "Final."
a. Payroll formats. The easiest form to use is DOL's WH-347, Payroll. A sample copy of
the WH-347 is included in the back of this Guide. You may access a fillable version of
the WH-347 on-line at HUDCIips (see web address in the Appendix). Also, the contract
administrator can provide a few copies of the WH-347 that you can reproduce.
You are not required to use Payroll form WH-347. You are welcome to use any other type
of payroll, such as computerized formats, as long as it contains all of the information that
is required on the WH-347.
b. Payroll certifications. The weekly payrolls are called certified because each payroll
is signed and contains language certifying that the information is true and correct. The
payroll certification language is on the reverse side of the WH-347. If you are using
another type of payroll format you may attach the certification from the back of the WH-
347, or any other format which contains the same certification language on the WH-347
(reverse).
DOL's website has Payroll Instructions and the Payroll form WH-347 in a "fillable" PDF
format at this address:
www.dol.gov/whd/forms/wh347.pdf
c. "No work" aavrolls. "No work" payrolls may be submitted whenever there is a
temporary break in your work on the project, for example, if your firm is not needed on
the project right now but you will be returning to the job in a couple of weeks. (See tip
box, for "no work" payroll exemption!) However, if you know that your firm will not be
working on the project for an extended period of time, you may wish to send a short
note to the contract administrator to let them know about the break in work and to give
an approximate date when your firm will return to the project. If you number payrolls
consecutively or if you send a note, you do not need to send "no work" payrolls.
If you number your payroll reports consecutively, you do not need to submit "no work"
payrolls!
2-4
d. Pavroll review and submission. The prime contractor should review each subcontractor's
payroll reports for compliance prior to submitting the reports to the contract administrator.
Remember, the prime contractor is responsible for the full compliance of all subcontractors
on the contract and will be held accountable for any wage restitution that may be found
due to any laborer or mechanic that is underpaid and for any liquidated damages that
may be assessed for overtime violations. All of the payroll reports for any project must be
submitted to the contract administrator through the prime contractor.
1
An alert prime contractor that reviews subcontractor payroll submissions can detect any
misunderstandings early, prevent costly underpayments and protect itself from financial
loss should underpayments occur.
e. Pavroll retention. Every contractor (including every subcontractor) must keep a complete
set of their own payrolls and other basic records such as employee addresses and full
SSNs, time cards, tax records, evidence of fringe benefit payments, for a Davis -Bacon
project for at least 3 years after the project is completed. The prime contractor must keep
a complete set of all of the payrolls for every contractor (including subcontractors) for at
least 3 years after completion of the project.
f. Pavroll inspection. In addition to submitting payrolls to the contract administrator, every
contractor (including subcontractors) must make their own copy of the payrolls and
other basic records available for review or copying to any authorized representative from
HUD or from DOL.
2-4 DAVIS-BACON DEFINITIONS.
Before we discuss how to complete the weekly payroll forms, we need to review a couple
of definitions. These definitions can help you understand what will be required of you:
a. Laborer or mechanic. "Laborers" and "mechanics" mean anyone who is performing
construction work on the project, including trade journeymen (carpenters, plumbers, sheet
metal workers, etc.), apprentices, and trainees and, for CWHSSA purposes, watchmen
and guards. "Laborers" and "mechanics" are the two groups of workers that must be paid
not less than Davis -Bacon wage rates.
1. Workina foremen. Foremen or supervisors that regularly spend more than
20% of their time performing construction work and do not meet the exclusions
in paragraph 2 below are covered "laborers" and "mechanics" for labor standards
purposes for the time spent performing construction work.
2. Exclusions. People whose duties are primarily administrative, executive or
clerical are not laborers or mechanics. Examples include superintendents, office
staff, timekeepers, messengers, etc. (Contact the contract administrator if you
have any questions about whether a particular employee is excluded.)
2-5
b. Employee. Every person who performs the work of a laborer or mechanic is "employed"
regardless of any contractual relationship which may be alleged to exist between a
contractor or subcontractor and such person. This means that even if there is a contract
between a contractor and a worker, the contractor must make sure that the worker is
paid at least as much as the wage rate on the wage decision for the classification of work
they perform. Note that there are no exceptions to the prevailing wage requirements for
relatives or for self-employed laborers and mechanics.
For more information about working subcontractors, ask the contract administrator or
your HUD Labor Relations Field Staff for a copy of Labor Relations Letter LR-96-01,
Labor standards compliance requirements for self-employed laborers and mechanics.
Labor Relations Letters and other helpful Labor Relations publications are available at
HUD's Labor Relations web site (see the list of web site addresses in the Appendix).
c. Apprentices and trainees. The only workers who can be paid less than the wage rate on
the wage decision for their work classification are "apprentices" and "trainees" registered in
approved apprenticeship or training programs. Approved programs are those which have
been registered with the DOL or a DOL-recognized State Apprenticeship Council (SAC).
Apprentices and trainees are paid wage rates in accordance with the wage schedule in
the approved program.
Most often, the apprentice/trainee wage rate is expressed as a series of percentages tied
to the amount of time spent in the program. For example, 0-6 months: 65%; 6 months
- 1 year: 70%; etc. The percentage is applied to the journeyman's wage rate. On Davis -
Bacon projects, the percentage must be applied to the journeyman's wage rate on the
applicable wage decision for that craft.
1. Probationary apprentice. A"probationary apprentice" can be paid as an apprentice
(less than the rate on the wage decision) if the DOL or SAC has certified that the
person is eligible for probationary employment as an apprentice.
2. Pre -apprentice. A "pre -apprentice", that is, someone who is not registered in a
program and who hasn't been DOL- or SAC -certified for probationary apprenticeship
is not considered to be an "apprentice" and must be paid the full journeyman's rate
on the wage decision for the classification of work they perform.
3. Ratio of apprentices and trainees to iournevmen. The maximum number of
apprentices or trainees that you can use on the job site cannot exceed the ratio of
apprentices or trainees to journeymen allowed in the approved program.
2-6
d. Prevailina waaes or waae rates. Prevailing wage rates are the wage rates listed on the
wage decision for the project. The wage decision will list a minimum basic hourly rate
of pay for each work classification. Some wage decisions include fringe benefits which
are usually listed as an hourly fringe rate. If the wage decision includes a fringe benefit
rate for a classification, you will need to add the fringe benefit rate to the basic hourly rate
unless you provide bona fide fringe benefits for your employees.
1. Piece -work. Some employees are hired on a piece -work basis, that is, the
employee's earnings are determined by a factor of work produced. For example,
a Drywall Hanger's earnings may be calculated based upon the square feet of
sheetrock actually hung, a Painter's earnings may be based upon the number
of units painted. Employers may calculate weekly earnings based upon
piece rates provided the weekly earnings are sufficient to satisfy the wage
rate requirement based upon actual hours, including any overtime, worked.
Accurate time records must be maintained for any piece -work employees.
If the weekly piece rate earnings are not sufficient, the employer must
recompute weekly earnings based upon the actual hours worked and
the rate on the wage decision for the work classification(s) involved.
e. Frinae benefits Fringe benefits can include health insurance premiums, retirement
contributions, life insurance, vacation and other paid leave as well as some contributions
to training funds. Fringe benefits do not include employer payments or contributions
required by other Federal, State or local laws, such as the employer's contribution to
Social Security or some disability insurance payments.
Note that the total hourly wage rate paid to any laborer or mechanic (basic wage or basic
wage plus fringe benefits) may be no Tess than the total wage rate (basic wage or basic
wage plus fringe benefits) on the wage decision for their craft. If the value of the fringe
benefit(s) you provide is less than the fringe benefit rate on the wage decision, you will
need to add the balance of the wage decision fringe benefit rate to the basic rate paid to
the employee. For example, if the wage decision requires $10/hour basic rate plus $5/
hour fringe benefits, you must pay no less than that total ($15/hour) in the basic rate or
basic rate plus whatever fringe benefit you may provide. You can meet this obligation
in several ways: you could pay the base wage and fringe benefits as stated in the wage
decision, or you could pay $15 in base wage with no fringe benefits, or you could pay $12
basic plus $3 fringe benefits. You can also off -set the amount of the base wage if you pay
more in fringe benefits such as by paying or $9 basic plus $6 fringe benefits; as long as
you meet the total amount. The amount of the base wage that you may off -set with fringe
benefits is limited by certain IRS and FLSA requirements.
f. Overtime. Overtime hours are defined as all hours worked on the contract in excess of
40 hours in any work week. Overtime hours must be paid at no less than one and one-
half times the regular rate of basic pay plus the straight -time rate of any required fringe
benefits.
2-7
g. Deductions. You may make payroll deductions as permitted by DOL Regulations 29 CFR
Part 3. These regulations prohibit the employer from requiring employees to "kick -back"
(i.e., give up) any of their earnings. Allowable deductions which do not require prior DOL
permission include employee obligations for income taxes, Social Security payments,
insurance premiums, retirement, savings accounts, and any other legally -permissible
deduction authorized by the employee. Deductions may also be made for payments on
judgments and other financial obligations legally imposed against the employee.
Referring, again, to our example above where the wage decision requiring a $15 total
wage obligation ($10 basic wage plus $5 fringe benefits) was met by paying $9 base
wage plus $6 fringe benefits: Note that overtime rates must be based on one and one-half
times the basic rate as stated on the wage decision. In the above example, the employer
must pay for overtime: $15/hr ($9 basic + $6 fringe) plus $5 (one-half of $10, the wage
decision basic rate) for a total of.$20 per hour.
h. Proper desianation of trade. You must select a work classification on the wage decision
for each worker based on the actual type of work he/she performed and you must pay each
worker no less than the wage rate on the wage decision for that classification regardless
of their level of skill. In other words, if someone is performing carpentry work on the
project, they must be paid no less than the wage rate on the wage decision for Carpenters
even if they aren't considered by you to be fully trained as a Carpenter. Remember, the
only people who can be paid less than the rate for their craft are apprentices and trainees
registered in approved programs.
1. Salit-classification. If you have employees that perform work in more than
one trade during a work week, you can pay the wage rates specified for each
classification in which work was performed only if you maintain accurate time
records showing the amount of time spent in each classification of work. If you do
not maintain accurate time records, you must pay these employees the highest
wage rate of all of the classifications of work performed.
Site of work. The "site of work" is where the Davis -Bacon wage rates apply. Usually,
this means the boundaries of the project. "Site of work" can also include other adjacent
or virtually adjacent property used by a contractor or subcontractor in the construction of
the project, like a fabrication site that is dedicated exclusively, or nearly so, to the project.
2-8
SECTION II - REPORTING REQUIREMENTS
2-5 COMPLETING A PAYROLL REPORT.
What information has to be reported on the payroll form? The weekly payroll form doesn't
ask for any information that you don't already need to keep for wage payment and tax
purposes. For example, you need to know each employee's name; his or her work
classification (who is working for you and what do they do?), the hours worked during the
week, his or her rate of pay, the gross amount earned (how much did they earn?), the
amounts of any deductions for taxes, etc., and the net amount paid (how much should
the paycheck be made out for?). No more information than you need to know in order to
manage your work crew and make certain they are paid properly. And, certainly, no more
information than you need to keep for IRS, Social Security and other tax and employment
purposes.
For many contractors, the Weekly Certified Payroll is the only Davis -Bacon paperwork
you need to submit!
You are required to submit certified payrolls to illustrate and document that you have
complied with the prevailing wage requirements. The purpose of the contract administrator's
review of your payrolls is to verify your compliance. Clearer and complete payroll reports
will permit the contract administrator to complete reviews of your payroll reports quickly.
a. Proiect and contractor/subcontractor information. Each payroll must identify the
contractor or subcontractor's name and address, the project name and number, and the
week ending date. Indicate the week dates in the spaces provided. Numbering payrolls
is optional but strongly recommended.
b. Employee information. Effective January 18, 2009, payrolls shall not report employee
addresses or full Social Security Numbers (SSNs). Instead, the first payroll on which
each employee appears shall include the employee's name and an individually identifying
number, usually the last 4 digits of the employee's SSN. Afterward, the identifying number
does not need to be reported unless it is necessary to distinguish between employees,
e.g., if two employees have the same name,
Employers (prime contractors and subcontractors) must maintain the current address
and full SSN for each employee and must provide this information upon request to the
contracting agency or other authorized representative responsible for federal labor
standards compliance monitoring. Prime contractors may require a subcontractor(s) to
provide this information for the prime contractor's records. DOL has modified form WH-
347, Payroll, to accommodate these reporting requirements.
c. Work classification. Each employee must be classified in accordance with the wage
decision based on the type of work they actually perform.
2-9
1. Apprentices or trainees. The first payroll on which any apprentice or trainee
appears must be accompanied by a copy of that apprentice's or trainee's registration
in a registered or approved program. A copy of the portions of the registered or
approved program pertaining to the wage rates and ratios shall also accompany
the first payroll on which the first apprentice or trainee appears.
2. Split classifications. For an employee that worked in a split classification, make
a separate entry for each classification of work performed distributing the hours of
work to each classification, accordingly, and reflecting the rate of pay and gross
earnings for each classification. Deductions and net pay may be based upon the
total gross amount earned for all classifications.
d. Hours worked. The payroll should show ONLY the regular and overtime hours worked
on this project. Show both the daily and total weekly hours for each employee. If an
employee performs work at job sites other than the project for which the payroll is prepared,
those "other job" hours should not be reported on the payroll. In these cases, you should
list the employee's name, classification, hours for this project only, the rate of pay and
gross earnings for this project, and the gross earned for all projects. Deductions and net
pay may be based upon the employee's total earnings (for all projects) for the week.
e. Rate of nay. Show the basic hourly rate of pay for each employee for this project. If
the wage decision includes a fringe benefit and you do not participate in approved fringe
benefit programs, add the fringe benefit rate to the basic hourly rate of pay. Also list the
overtime rate if overtime hours were worked.
1. Piece -work. For any piece -work employees, the employer must
compute an effective hourly rate for each employee each week based
upon the employee's piece -work earnings for that week. To compute
the effective hourly rate, divide the piece -work earnings by the total
number of hours worked, including consideration for any overtime hours.
The effective hourly rate must be reflected on the certified payroll and this hourly
rate may be no less than the wage rate (including fringe benefits, if any) on the
wage decision for the classification of work performed. It does not matter that the
effective hourly rate changes from week -to -week, only that the rate is no less than
the rate on the wage decision for the classification of work performed.
Remember, the overtime rate is computed at one and one-half times the basic rate of pay
plus any fringe benefits. For example, if the wage decision requires $10/hour basic plus
$5/hour fringe benefits, the overtime rate would be: ($10 x 1 1/2) + $5 = $20/hour.
f. Gross waaes earned. Show the gross amount of wages earned for work performed on
this project. Note: For employees with work hours and earnings on other projects, you
may show gross wages for this project over gross earnings all projects (for example,
$425.40/$764.85) and base deductions and net pay on the "all projects" earnings.
2-10
g. Deductions. Show the amounts of any deductions from the gross earnings. "Other"
deductions should be identified (for example, Savings Account or Loan Repayment). Any
voluntary deduction (that is, not required by law or by an order of a proper authority)
must be authorized in writing by the employee or provided for in a collective bargaining
(union) agreement. A short note signed by the employee is all that is needed and should
accompany the first payroll on which the other deduction appears.
Only one employee authorization is needed for recurring (e.g., weekly) other deductions.
Written employee authorization is not required for income tax and Social Security
deductions.
h. Net Day. Show the net amount of wages paid.
Statement of comaliance. The Statement of Compliance is the certification. It is
located on the reverse side of a standard payroll form (WH-347). Be sure to complete
the identifying information at the top, particularly if you are attaching the Statement of
Compliance to an alternate payroll form such as a computer payroll. Also, you must
check either 4(a) or 4(b) if the wage decision contains a fringe benefit. Checking 4(a)
indicates that you are paying required fringe benefits to approved plans or programs;
and 4(b) indicates that you are paying any required fringe benefit amounts directly to
the employee by adding the fringe benefit rate to the basic hourly rate of pay. If you are
paying a portion of the required fringe benefit to programs and the balance directly to the
employee, explain those differences in box 4(c).
Only one Statement of Compliance is required for each employer's weekly payroll no
matter how many pages are needed to report the employee data.
1
Sianature. Make sure the payroll is signed with an original signature in ink. The payroll
must be signed by a principal of the firm (owner or officer such as the president, treasurer
or payroll administrator) or by an authorized agent (a person authorized by a principal
in writing to sign the payroll reports). Signature authorization (for persons other than a
principal) should be submitted with the first payroll signed by such an agent. Signatures
in pencil; signature stamps; xerox, pdf and other facsimiles are not acceptable.
2-11
SECTION III - PAYROLL REVIEWS AND CORRECTIONS
2-6 COMPLIANCE REVIEWS.
The contract administrator or other inspector may visit the project site and interview
some of the workers concerning their employment on the project. The DOL may also
independently conduct its own reviews (see 1-5). In addition, the contract administrator will
periodically review payrolls and related submissions, comparing the interview information
to the payrolls, to ensure that the labor standards requirements have been met. You will
be notified by the contract administrator if these reviews find any discrepancies or errors.
You will be given instructions about what steps must be taken to correct any problems.
a. On -site interviews. Every employer (contractor, subcontractor, etc.) must make their
employees available for interview at the job site with the contract administrator or other
agency representative, or HUD or DOL representative. The interviews are confidential
and the employee will be asked about the kind of work they perform and their rate of
pay. Every effort will be made to ensure that these interviews cause as little disruption
as possible to the on -going work. The interviewer will record the interview information,
usually on a form HUD-11, Record of Employee Interview, and forward the interviews to
the contract administrator.
b. Proiect oavroll reviews. The contract administrator will compare the information on
the interview forms to the corresponding payrolls to ensure that the workers are properly
listed on the payrolls for the days and hours worked on the job site, work classification
and rate of pay. The contract administrator will also review the payroll submissions to
make certain that the payrolls are complete and signed; that employees are paid no less
than the wage rate for the work classification shown; apprentice and trainee certifications
are submitted (where needed); employee or other authorizations for other deductions are
submitted (where needed); etc.
2-7 TYPICAL PAYROLL ERRORS AND REQUIRED CORRECTIONS.
The following paragraphs describe common payroll errors and the corrective steps you
must take.
a. Inadeauate oavroll information. If an alternate payroll format used by an employer (such
as some computer payrolls) is inadequate, e.g., does not contain all of the necessary
information that would be on the optional form WH-347, the employer will be asked to
resubmit the payrolls on an acceptable form.
b. Missina identification numbers. If the first payroll on which an employee appears does
not contain the employee's individually identifying number, the employer will be asked
to supply the missing information. This information can be reported on the next payroll
submitted by the employer if the employer is still working on the project. Otherwise, the
employer will be asked to submit a correction certified payroll.
2-12
c. Incomplete payrolls. If the information on the payroll is not complete, for example, if
work classifications or rates of pay are missing, the employer will be asked to send a
correction certified payroll.
d. Classifications. If the payrolls show work classifications that do not appear on the wage
decision, the employer will be asked to reclassify the employees in accordance with the
wage decision or the employer may request an additional classification and wage rate
(see 2-2). If reclassification results in underpayment (i.e., the wage rate reported on the
payroll is Tess than the rate required for the new classification), the employer will be asked
to pay wage restitution to all affected reclassified employees. (see 2-8 for instructions
about wage restitution.)
e. Waae rates. If the wage rates on the payroll are less than the wage rates on the wage
decision for the work classifications reported, the employer will be asked to pay wage
restitution to all affected employees.
f. Apprentices and trainees. If a copy of the employee's registration or the approved
program ratio and wage schedule are not submitted with the first payroll on which an
apprentice or trainee appears, the employer will be asked to submit a copy of each
apprentice's or trainee's registration and/or the approved program ratio and wage
schedule. If the ratio of apprentices or trainees to journeymen on the payroll is greater
than the ratio in the approved program, the employer will be asked to pay wage restitution
to any excess apprentices or trainees. Also, any apprentice or trainee that is not registered
in an approved program must receive the journeyman's wage rate for the classification of
work they performed.
g.
Overtime. If the employees did not receive at least time and one-half for any overtime
hours worked on the project, the following will occur:
1. If the project is subject to CWHSSA overtime requirements, the employer will be
asked to pay wage restitution for all overtime hours worked on the project. The
employer may also be liable to the United States for liquidated damages computed
at $10 per day per violation. Or,
2. If the project is not subject to CWHSSA, the employer will be notified of the possible
FLSA overtime violations. Also, the contract administrator may refer the matter to
the DOL for further review.
h. Computations. If the payroll computations (hours worked times rate of pay) or extensions
(deductions, net pay) show frequent errors, the employer will be asked to take greater
care. Wage restitution may be required if underpayments resulted from the errors.
i. Deductions. If there are any "Other" deductions that are not identified, or if employee
authorization isn't provided, or if there is any unusual (very high, or large number)
deduction activity, the employer will be asked to identify the deductions, provide employee
authorization or explain unusual deductions, as necessary.
2-13
HUD does not enforce or attempt to provide advice on employer obligations to make
deductions from employee earnings for taxes or Social Security. However, HUD may
refer to the IRS or other responsible agency copies of certified payroll reports that show
wages paid in gross amounts (Le., without tax deduction) for its review and appropriate
action.
j. Frinae benefits. If the wage decision contains fringe benefits but the payroll does not
indicate how fringe benefits were paid [neither 4(a) nor 4(b) is marked on the Statement
of Compliance], the employer may be asked to submit correction certified payrolls and
will be required to pay wage restitution if underpayments occurred. However, if the basic
hourly rates for the employees are at least as much as the total wage rate on the wage
decision (basic hourly rate plus the fringe benefit rate), no correction is necessary.
k. Sianature. If the payroll Statement of Compliance is not signed or is missing, the employer
will be asked to submit a signed Statement of Compliance for each payroll affected. If the
Statement of Compliance is signed by a person who is not a principle of the firm and that
person has not been authorized by principle to sign, the employer will be asked to provide
an authorization or to resubmit the Statement(s) of Compliance bearing the signature of
a principle or other authorized signatory.
I. On -site interview comparisons. If the comparison of on -site interviews to the payrolls
indicates any discrepancies (for example, the employee does not appear on the payroll
for the date of the interview), the employer will be asked to submit a correction certified
payroll report.
m. Correction certified payroll. Any and all changes to data on a submitted payroll report
must be reported on a certified correction payroll. In no case will a payroll report be
returned to the prime contractor or employer for revision.
2-8 RESTITUTION FOR UNDERPAYMENT OF WAGES.
Where underpayments of wages have occurred, the employer will be required to pay
wage restitution to the affected employees. Wage restitution must be paid promptly in the
full amounts due, less permissible and authorized deductions. All wages paid to laborers
and mechanics for work performed on the project, including wage restitution, must be
reported on a certified payroll report.
a. Notification to the Employer/Prime contractor. The contract administrator will notify the
employer and/or prime contractor in writing of any underpayments that are found during
payroll or other reviews. The contract administrator will describe the underpayments and
provide instructions for computing and documenting the restitution to be paid. The employer/
prime contractor is allowed 30 days to correct the underpayments. Note that the prime
contractor is responsible to the contract administrator for ensuring that restitution is paid. If
the employer is a subcontractor, the subcontractor will usually make the computations and
restitution payments and furnish the required documentation through the prime contractor.
2-14
The contract administrator may communicate directly with a subcontractor when the
underpayments are plainly evident and the subcontractor is cooperative. It is best
to work through the prime contractor when the issues are complex, when there are
significant underpayments and/or the subcontractor is not cooperative. In all cases,
the subcontractor must ensure that the prime contractor receives a copy of the required
corrective documentation.
2
b. Comautina waae restitution. Wage restitution is simply the difference between the wage
rate paid to each affected employee and the wage rate required on the wage decision
for all hours worked where underpayments occurred. The difference in the wage rates
is called the adjustment rate. The adjustment rate times the number of hours involved
equals the gross amount of restitution due. You may also compute wage restitution by
calculating the total amount of Davis -Bacon wages earned and subtracting the total
amount of wages paid. The difference is the amount of back wages due.
c. Correction certified aavrolls. The employer will be required to report the restitution
paid on a correction certified payroll. The correction payroll will reflect the period of time
for which restitution is due (for example, Payrolls #1 through #6; or a beginning date and
ending date). The correction payroll will list each employee to whom restitution is due and
their work classification; the total number of work hours involved (daily hours are usually
not applicable for wage restitution); the adjustment wage rate (the difference between
the required wage rate and the wage rate paid); the gross amount of restitution due;
deductions and the net amount actually paid. A properly signed Statement of Compliance
must accompany the correction payroll.
HUD no longer requires the signature of the employee on the correction payroll to evidence
employee receipt of restitution payment. In addition, except in the most extraordinary
cases, HUD no longer requires employers to submit copies of restitution checks (certified,
cashiers, canceled or other), or employee -signed receipts or waivers.
d. Review of correction CPR. The contract administrator will review the correction certified
payroll to ensure that full restitution was paid. The prime contractor shall be notified in
writing of any discrepancies and will be required to make additional payments, if needed,
documented on a correction certified payroll within 30 days.
e. Unfound workers. Sometimes, wage restitution cannot be paid to an affected employee
because, for example, the employee has moved and can't be located. After wage
restitution has been paid to all of the workers who could be located, the employer must
submit a list of any workers who could not be found and paid (i.e., unfound workers)
providing their names, Social Security Numbers, last known addresses and the gross
amount due. In such cases, at the end of the project the prime contractor will be required
2-15
to place in a deposit or escrow account an amount equal to the total gross amount of
restitution that could not be paid because the employee(s) could not be located. The
contract administrator will continue attempts to locate the unfound workers for 3 years
after the completion of the project. After 3 years, any amount remaining in the account for
unfound workers will be credited and/or forwarded by the contract administrator to HUD.
2-16
CHAPTER 3
LABOR STANDARDS DISPUTES, ADMINISTRATIVE
REVIEWS, WITHHOLDING, DEPOSITS AND ESCROW
ACCOUNTS, AND SANCTIONS
WHAT HAPPENS WHEN THINGS GO WRONG?
3-1 INTRODUCTION.
Even in the best of circumstances, things can go wrong. In a Davis -Bacon context,
"things going wrong" usually means there's a difference of opinion or a dispute about
whether and to what extent underpayments have occurred. These disputes are usually
between the contract administrator and one or more employers (the prime contractor and/
or a subcontractor). The dispute may involve something simple such as an additional
classification request that is pending before the DOL; or something as significant as
investigative findings following a complaint of underpayment. This chapter discusses
some of what you may expect and what you can do to make your views known and to
lessen any delays in resolving the problem or issue.
3-2 ADMINISTRATIVE REVIEW ON LABOR STANDARDS DISPUTES.
As mentioned in the Introduction above, a dispute about labor standards and compliance
can arise for a number of reasons. The labor standards clauses in your contract and DOL
regulations provide for administrative review of issues where there is a difference of views
between the contract administrator and any employer. The most common circumstances
include:
a. Additional classifications and waae rates. Additional classification and wage rate
requests are sometimes denied by the DOL. An employer that is dissatisfied with the denial
can request reconsideration by the DOL Wage and Hour Administrator. The employer
may continue to pay the wage rate, as requested, until a final decision is rendered on
the matter. When the final decision is known, the employer will be required to pay any
additional wages that may be necessary to satisfy the wage rate that is established.
1. Reconsideration. The DOL normally identifies the reasons for denial in its
response to the request. Any interested person (for example, the contract
administrator, employer, representatives of the employees) may request
reconsideration of the decision on the additional classification request. The
request for reconsideration must be made in writing and must thoroughly
address the denial reasons identified by the DOL. Employer requests for
reconsideration should be made through the contract administrator but may
be made directly to the DOL. (See 2-2(d), and also DOL Regulations 29 CFR
1.8.) All requests initiated by or made through the contract administrator or HUD
must be submitted through the HUD Headquarters Office of Labor Relations.
3-1
2. Administrative Review Board. Any interested party may request a review of the
Administrator's decision on reconsideration by the DOL's Administrative Review
Board. DOL regulations 29 CFR Part 7 explain the procedures for such reviews.
(See also 29 CFR 1.9.)
b. Findinas of underoavment. Compliance reviews and other follow-up enforcement
actions may result in findings of underpayment. The primary goal in every case and at
every step in this process is to reach agreements about who may have been underpaid
and how much wage restitution may be due and, of course, to promptly deliver restitution
to any underpaid workers. The contract administrator will usually work informally with you
to reach such agreements. You will have an opportunity to provide additional information
to the contract administrator that may explain apparent inconsistencies and/or resolve the
discrepancies.
If informal exchanges do not result in agreement, the final determination and schedule
of back wages due will be presented to you in writing and you will be permitted 30 days
in which to correct the underpayment(s) or to request a hearing on the matter before the
DOL. The request for hearing must be made in writing through the contract administrator
and must explain what findings are in dispute and the reasons. In such cases, HUD is
required to submit a report to DOL for review and further consideration. All requests for
DOL hearing must be submitted through the HUD Headquarters Office of Labor Relations.
1. DOL review. The DOL will review the contract administrator's report and the
arguments against the findings presented in the hearing request. The DOL may
affirm or modify the findings based upon the materials presented. You will be notified
in writing by the DOL of the results of its review. If DOL concludes that violations
have occurred, you will be given an opportunity to correct any underpayments or
to request a hearing before a DOL Administrative Law Judge (ALJ). (See DOL
Regulations 29 CFR 5.11 (b) and 29 CFR Part 6, Rules of Practice forAdministrative
Proceedings.)
2. Administrative Review Board. Contractors and/or subcontractors may request a
review by the Administrative Review Board of the decision(s) rendered by the DOL
ALJ in the administrative hearing process. See DOL regulations 29 CFR Part 7 for
more information about this proceeding.
3-3 WITHHOLDING.
The contract administrator shall cause withholding from payments due to the prime
contractor to ensure the payment of wages which are believed to be due and unpaid,
for example, if wage underpayments or other violations are not corrected within 30 days
after written notification to the prime contractor. DOL may also direct the withholding
of contract payments for alleged wage underpayments. Withholding is considered to
be serious and is not taken unless warranted. If withholding is deemed necessary, you
will be notified in writing. Only the amounts needed to meet the contractor's (and/or
subcontractors') liability shall be withheld.
3-2
3-4 DEPOSITS AND ESCROWS.
In every case, we attempt to complete compliance actions and resolve any disputes
before the project is completed and final payments are made. Sometimes, corrective
actions or disputes continue after completion and provisions must be made to ensure
that funds are available to pay any wage restitution that is ultimately found due. In these
cases, we allow projects to proceed to final closing and final payments provided the prime
contractor deposits an amount equal to the potential liability for wage restitution and
liquidated damages, if necessary, in a special account. The deposit or escrow account is
controlled by the contract administrator. When a final decision is rendered, the contract
administrator makes disbursements from the account in accordance with the decision.
Deposit/escrow accounts are established for one or more of the following reasons:
Remember, the prime contractor is responsible and will be held liable foranywage restitution
that is due to any worker employed in the construction of the project, including workers
employed by subcontractors and any lower -tier subcontractors. See 1-4, Responsibility
of the Principal Contractor, and 2-8, Restitution for Underpayment of Wages.
a. Where the parties have agreed to amounts of wage restitution that are due but the
employer hasn't furnished evidence yet that all of the underpaid workers have received
their back wages, e.g., some of the workers have moved and could not be located. The
amount of the deposit is equal to the total gross amount of restitution due to workers lacking
payment evidence. As these workers are paid and proper documentation is provided
to the contract administrator, amounts corresponding to the documented payments are
returned to the depositor. Amounts for any workers who cannot be located are held in the
deposit/escrow account for three years and disposed as described in 2-8(f) of this Guide.
b. Where underpayments are suspected or alleged and an investigation has not yet
been completed. The deposit is equal to the amount of wage restitution and any liquidated
damages, if applicable, that are estimated to be due. If the final determination of wages
due is less than the amount estimated and placed in the escrow account, the escrow will
be reduced to the final amount and the difference will be returned to the depositor.
If the parties agree to the investigative findings, the amounts due to the workers will be
paid by the employer. As these workers are paid and proper documentation is provided to
the contract administrator, the gross amounts corresponding to the documented payments
are returned to the depositor.
1. If the employer is unable to make the payments to the workers, e.g., lacks the
funds necessary, the contract administrator may make disbursements directly to
the workers in the net amounts calculated by the employer. The amounts withheld
from the workers for tax deduction will be returned to the employer as payments to
workers are made. The employer shall be responsible for reporting and transmitting
withholdings to the appropriate agencies.
3-3
2. If the employer is not cooperating in the resolution, the contract administrator shall
make disbursements to the workers in accordance with the schedule of wages
due. Amounts for unfound workers will be retained as described above (See 2-8(f)
and 3-4(a)).
If the parties do not agree and an administrative hearing is requested, the escrow will be
maintained as explained in 3-4(c), below.
7-
Remember, ifyou have any questions or need assistance concerning laborstandards
requirements help is always available. Contact the contract administrator for the
project you're working on or the HUD Field Labor Relations staff in your area.
c. Where the parties are waiting for the outcome of an administrative hearing that has
been or will be requested contesting a final determination of wages due. The deposit
shall be equal to the amount of wage restitution and liquidated damages, if applicable,
that have been determined due. Once a final decision is rendered, disbursements from
the escrow account are made in accordance with the decision.
3-5 ADMINISTRATIVE SANCTIONS.
Contractors and/or subcontractors that violate the labor standards provisions may face
administrative sanctions imposed by HUD and/or DOL.
a. DOL debarment. Contractors and/or subcontractors that are found by the Secretary
of Labor to be in aggravated or willful violation of the labor standards provisions of the
Davis -Bacon and Related Acts (DBRA) will be ineligible (debarred) to participate in any
DBRA or Davis -Bacon Act contracts for up to 3 years. Debarment includes the contractor
or subcontractor and any firm, corporation, partnership or association in which the
contractor or subcontractor has a substantial interest. Debarment proceedings can be
recommended by the contract administrator or can be initiated by the DOL. Debarment
proceedings are described in DOL regulations 29 CFR 5.12.
b. HUD sanctions. HUD sanctions may include Limited Denials of Participation (LDPs),
debarments and suspensions.
1. Limited Denial of Participation. HUD may issue to the employer a limited denial
of participation (LDP) which prohibits the employer from further participation in
HUD programs for a period up to one year. The LDP is usually effective for the
HUD program in which the violation occurred and for the geographic jurisdiction of
the issuing HUD Office. HUD regulations concerning LDP's are found at 24 CFR
24.700-24.714.
3-4
2. Debarment and suspensions. In certain circumstances, HUD may initiate its own
debarment or suspension proceedings against a contractor and/or subcontractor
in connection with improper actions regarding Davis -Bacon obligations. For
example, HUD may initiate debarment where a contractor has been convicted for
making false statements (such as false statements on certified payrolls or other
prevailing wage certifications) or may initiate suspension where a contractor has
been indicted for making false statements. HUD regulations concerning debarment
and suspension are found at 24 CFR Part 24.
3-6 FALSIFICATION OF CERTIFIED PAYROLL REPORTS.
7-
Contractors and/or subcontractors that are found to have willfully falsified payroll reports
(Statements of Compliance), including correction certified payroll reports, may be subject
to civil or criminal prosecution. Penalties may be imposed of $1,000 and/or one year in
prison for each false statement (see Section 1001 of Title 18 and Section 231 of Title 31
of the United States Code).
Remember, ifyou have any questions orneed assistance concerning laborstandards
requirements help is always available. Contact the contract administrator for the
project you're working on or the HUD Field Labor Relations staff in your area.
3-5
CFR -
CWHSSA -
DBRA-
FHA-
FLSA -`
HUD -
IHA-
LCA -
LDP-
O/T -
PHA
S/T -
TDHE-
§-
1i -
ACRONYMS AND SYMBOLS
Code of Federal Regulations
Contract Work Hours and Safety Standards Act
Davis -Bacon and Related Acts
Federal Housing Administration
air Labor Standards Act
Housing and Urban Development (Department of)
Indian Housing.Authority
Local Contracting Agency
Limited Denial of Participation
Overtime
Public Housing Agency
Straight -time
State Apprenticeship Council/Agency
Tribally -Designated Housing Entity
Section
Paragraph
A-1
DAVIS-BACON - RELATED WEB SITES*
HUD Office of Labor Relations:
www.hud.gov/offices/olr
HUD Regulations:
http://www.gpo.gov/fdsys/browse/collectionCfr.action?collectionCode=CFR
HUDClips (HUD Forms and Publications):
www.hud.gov/offices/adm/hudclips/index.cfm
DOL Davis -Bacon and Related Acts Homepage:
http://www.dol.gov/whd/contracts/dbra.htm
DOL Regulations:
http://www.gpo.gov/fdsys/browse/collectionCfr.action?collectionCode=CFR
Davis -Bacon Wage Decisions:
www.wdol.gov
DOL Forms:
www.dol.gov/whd/programs/dbra/forms.htm
*Web addresses active as of January 2012
A-2
Project Wage Rate Sheet
Project Name:
Project Number:
Work
Classification
asic
Hourly
Rate (BHR)
U.S. Department of Housing
and Urban Development
Office of Labor Relations
Wage Decision Number/Modification Number:
Project County:
Total Laborers
Hourly Fringe
Wage Rate _ Benefits
Bricklayers $ Group # BHR Total Wage
Carpenters $ $
Cement Masons $ $
Drywall Hangers $ $
Electricians $ $
Iron Workers $ $
Painters $ Operators Fringe Benefits: $
Plumbers $ Group # ': BHR Total Wage
Roofers $ $
Sheet Metal Workers $ $
Soft Floor Workers $ $
Tapers $ $
Tile Setters $ Truck Drivers Fringe Benefits: $
Other Classifications Group # BHR Total Wage
Additional Classifications (HUD Form 4230-A)
Work
Classification
Basic
Hourly
Rate (BHR)
Fringe
Benefits
Total Date of Date of
Hourly HUD Submission DOL
Wage Rate to DOL Approval
A-3
U.S. Department of Labor
Wage and Hour Lavisicn
NAME OF COMPACTOR 0 OR SUBCONTRACTOR t..l
PAYROLL NO.
(I)
NAME AND INDNIC ALUDENTlFYING Ntt.1BER
(ea. LAST FOUR Dion OF SOCIAL SECURTY
NUMBER) OF Y t Rt ER
(2)
PAYROLL
(For Contractor's Optional Use; See Instructions at www.dot.govhwhdifor msiwti347instr htm)
Persons srernfragrmedtorewnd(sthe collection ofddomrraionunless itdisplays*=crestiy zOkemNrolntmaFier_
ADDRESS
FOR WEEKENDING
PROJECT AND LOCATION
(3) (4) DAY AND DATE (5) (5) Cr)
WORK
CLASSIFICATION
DROSS
TOTAL RATE AMOUNT
(VAS WARNE EAG DA HOURS OF PAY EA2NED
HD
US. Waage and HourDnioian
Rev. Dec. 2008
OMB No.: 1215-0149
Expires' 12/31/2011
PROJECTOR CONTRACT NO.
(9)
(9)
DEDUCTIONS
NET
WITt+ WAGES
HOLDING TOTAL PAID
FICA TAX OTHER i=UCIfONS FORWEEK
While completion of FormWH.307 s optional, it Isrrend0ory for covered contractors and subcontractors pcsfuning wvx on Federally Lnanced or assisted construction coniractsto respond to the information collection contained In 2g C.F.R. 9T§ 3.3, 5.5(a). The Copeland Act
Mg U.S.C. § 3145) contractors. andcunconlractors perfonring work: on FederYty financed or assisted corstructim conlraclolo'ruttish meekly a snatamont with respect tothe wages paid each enipl3yee during the pr0cecing•weak" U.S. Department of Labor(0013 regulatbnsat
29 C V.R. § 5.5(a)(3)99 require coraruturslo subuil weeky a copy of as payrors to the Feder- agency contracting fora firancing the cm9u-tion pronet, accdrrcanled by a signed"Statemerd of Compliance' indicating that the payrolls are correct and compete and tb1 each laborer
orroocnrmic naabeen pad 1Dt less Ulan the proper Dam -Flacon prevenng ..ago rate f or Mewed( perlorned_ DOL and (cetera! cen0aeling Bgencles receiving ins Information re:lawn* informaion id deletrrdne thdt employees owe moved legally reculeawagee end fringe bene01s.
Predc Burden statement
We estimate loaf 6wit like an aver9Qo of 55 minutes 10 cerreiete 1190 coiectidn, Intruding tirne for re.teatng inerr0.edn4. SOarcndg tnleting data sources, 011100 de and mall line bte data nee4G0 and cempienna Ind rav90011g the cdtactext td Waimea% Ir100 nail
any c0nments rtpardng Mesa estimates or ant• other asact of Ms collection, cc -furling srygeslims for reducing tin- buten, send them to the Administrator, Wage and Hour Division, U.S. Depanmant of Labor, Room S350Z 200 Const utIon Avenue, N.W.
washinglpq D.C. 20210
(ever)
Date
(Narne of Signatory Party) (Tide)
do hereby state:
(1) That I pay or supervise the payment of the persons employed by
on the
(Contractor or Subcontractor)
: that during the payroll period commencing on the
(Building or Work)
day of , and ending the day of
all persons employed on said project have been paid the full weekly wages earned, that no rebates have
been or will be made either drrediy or indirectly to ar on behalf of said
from the full
(Contractor or Subcontractor)
weekly wages earned by any person and that no deductions have been made either directly or indirectly
from the full wages earned by any person. other than permissible deductions as defined in Regulations, Part
3 (29 C.F.R. Subtitle A), issued by the Secretary of Labe under the Copeland Ad, as amended (48 Stat. 948,
63 Start. 108, 72 StaL 987: 76 0 t 357: 40 U.S.C. § 3145), and described below:
(2) That any payrolls otherwise under this contract required to be submitted for the above period are
correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the
applicable wage rates contained in any wage determination incorporated into the contract that the
classifications set forth therein for each laborer or mechanic conform with the work he performed.
(3) That any apprentices employed in the above period are duly registered in a bona fide
apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of
Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a
State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor.
(4) That:
(a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS. FUNDS, OR PROGRAMS
El
— in addition to the basic hourly wage rates paid to each laborer or mechanic listed in
the above referenced payroD, payments of fringe benefits as listed in the contract
have been cr will be made to appropriate programs for the benefit of such
employees. except as noted in section 4(c) below.
(b) WHERE FRINGE BENEFITS ARE PAID IN CASH
❑ - Each laborer or mechanic listed in the above referenced payroll has been paid,
as indicated on the payroll, an amount not less than the sum of the applicable
basic hourly wage rate plus the amount of the required fringe benefits as listed
in the contract, except as noted in section 4(c) below.
(c) EXCEPTIONS
REMARKS
NAME RNDTRLE
EXCEPTION (CRAFT) EXPLANATION
SIGNATURE
THE WILLFUL FA.SIF:CATION OF at4Y OF THE A&OVt. STATEMENTS MAY $UB,ECT THE CONTRACTOR OR
SUBCONTRACTOR TO CIVIL OR 0RIMNAL PROSECUTION `-FF SECTION 1001 OF TITLE 15 ANO SECTION 23t OF TITLE
31 OF THE UNITED S GATE: COLS
U.S. Department of Housing and Urban Development
Office of Departmental Operations and Coordination
Washington, DC 20410
Email: www.OfficeofLaborRelations@hud.gov
Labor Relations Desk Guide
LR01.DG
EQUAL HOUSING
OPPORTUNITY
11.0 SPECIAL INSTRUCTIONS TO BIDDERS ON FEDERALLY FUNDED
PROJECTS
12.1 If this project is assisted in whole or in part by any federal funds, the work order
will be subject to a Disadvantaged Business Enterprises (DBE) goal.
12.2 This project is subject to the Davis -Bacon Act (DBA), Copeland Act, Contract
Work Hours Safety Standards Act (CWHSSA), and the Fair Labor Standards Act
(FLSA). FLSA sets out the requirements for payment of minimum wages,
overtime pay, child labor standards and prohibit wage discrimination on the basis
of sex. DBA specifies the minimum wages to be paid the various classes of
laborers and mechanics employed on the project. CWHSSA sets a uniform
standard of 40-hour workweek with time and a half the basic rate of pay for all
work in excess of 40-hours per week. The Copeland Act prohibits kickbacks
being paid by the employee to the employer and requires the weekly submission
of payrolls. FAILURE TO COMPLY WITH THE LABOR STANDARDS
REQUIREMENTS CAN RESULT IN THE ESCROW OF FUNDS AND/OR
WITHHOLDING OF INSURED ADVANCES.
12.3 The contractor should inform his foreman and subcontractors that this project is
subject to periodic employee wage interview visits by City staff and/or federal
agencies, such as HUD or DOL, to insure compliance with the aforementioned
regulations. These federal officers or City staffs are not to be prevented from
conducting such interviews.
12.4 The required payroll form is WH-347, Payroll. HUD prior to use must approve
all other payroll forms. Payrolls must be submitted to the Housing and Economic
Development Department, Contract Management Division on a weekly basis
within seven days after a nay period end. A pay period is seven (7)
consecutive days. Payrolls must be original and must he completely executed.
The signature must be that of owner, partner, officer of authorized individual,
and must be an original ink signature. It is suggested that blue ink be used.
The certification dates must cover the seven (7) day period. "A
CERTIFICATION FROM CONTRACTOR APPOINTING OFFICER OR
EMPLOYEE TO SUPERVISE PAYMENT OF EMPLOYEES" form must be
submitted.
12.4.1 The payrolls and basic payroll records of the contractor and each
subcontractor covering all laborers and mechanics employed upon the
work covered by this contract are to be maintained during the course of
work and preserved for a period of three years thereafter.
12.4.2 Liquidated damages will be assessed for failure to pay overtime. The
assessment amount is $10 per day per violation. Overtime begins on this
project after 40 hours per week. Additionally, wage restitution must be
paid to any employee who is underpaid whether the underpayment is due
to failure to pay overtime or failure to apply the prescribed hourly rate of
pay.
12.4.3 In instances, where the owner of a company performs work on the
project, that owner must show himself/herself on the payroll and must
show the hours worked each day and total hours for the week. All
persons hu perform \york_onthe project must be shown on the payroll.
The address and social security number for each employee must be
included the first time that employee appears on (he payroll and any time
their address change.
I2.4,4 Payrolls are required for weeks in which no work is performed labeled
"NO WORK PERFORMED".
12.4.5 The first payroll furnished must show "INITIAL" in the payroll number
block, Likewise, the last payroll must show "FINAL". Subsequent
payrolls following the initial payroll must be numbered sequentially
beginning with number 2, including payrolls labeled "NO WORK
PERFORMED".
12.4.6 Deduction authorizations, signed by employees, must be provided for
any deduction with the exceptions of FICA and federal tax.
12.5 Apprentices may be employed on the project; however, the Bureau of
Apprenticeship & Training must certify them and the allowable ratio of
apprentices to journeyman must not be exceeded.
12.6 Employees must be classified and paid according to the classifications and rates
prescribed by the applicable wage decision. The decision, which is applicable to
this project, is TX 1(10(144. The wage decision must be posted at the construction
site along with required posters for the duration of construction activity. Any
classification needed which does not appear on the wage decision, must be
requested and approved by the U.S. Department of Labor prior to the use of that
classification on the project.
12.5.1 If the work classification(s) that you need does not appear on the wage
decision, you will need to request an additional classification and wage
rate. You are required to identify the classification you need and
recommend a wage rate for DOL to approve for the project, For primary
contractors this request can be submitted directly to DBA payroll
monitor. For subcontractor, the request should he submitted directly to
the primary contractor.
12.5.2 Any person who is employed on a piecework basis must be shown on the
payroll. The hours worked each day and total hours for the week must
be shown. The hourly rate of the piece worker must equal or exceed the
prescribed hourly rate for the particular work classification.
12.5,3 Dual work classifications within the same payroll period are acceptable
provided that a signed verification of the dual work classification is
furnished from the employee, When dual work classifications are used
submit the form "EMPLOYEES STATEMENT OF WORK
VERIFICATION".
12.5.4 Unless otherwise specified by the applicable wage decision, the
classification of "helper" is unacceptable. Employees must be classified
and paid based on the work they perform, e.g., if a person performs the
duties of or uses the tools of a plumber, that person must be classified as
a plumber, not as a plumber's helper (the plumber classification is used
there as an example only).
12.5.5 The general contractor will be required to certify that all laborers and
mechanics employed on the project (including those employed b\
subcontractors) have been paid hourly rates as prescribed by the
applicable laws.
12.5.6 Work service requested under this project will have a wage decision
provide per work service request. The date of the work service or the
work order will "lock -in" the wage decision for that work service
request.
12.5.7 Failure to comply will result in withholding full or partial payment.
12.5.8 Any questions concerning labor requirements should be directed to the
contact(s) below. Questions regarding DBA requirements should be
directed through the general contractor who is ultimately responsible for
the fulfillment of these obligations.
12.5.9 Wage decisions may be provided by the Compliance Division in the
Housing and Economic Development Department through sherry
Johnson, Contract Compliance specialist at 817-392-7333; or Alex
Rivera Rodriguez, Contract Compliance Specialist at 817-392-8365.
12.0 DISADVANTAGED BUSINESS ENTERPRISE (DBE) PROVISIONS
12,1 If this project is assisted in whole or in part by any federal funds, the work order
will be subject to a Disadvantaged Business Enterprises (DBE) goal.
12.2 All proposers shall note that it is the policy of the City of Fort Worth to ensure
the full and equitable participation of DBE in the procurement of services with
fees of $25,000 or more by establishing a (DBE) goal.
12.3 The DBE goal on this project is
12.4 The information shall be submitted with the proposal and shall include: (1) the
name, address and telephone number of each DBE; (2) the description of the
work to be performed by each DBE and (3) the approximate dollar
amount/percentage of the participation.
12.5 If the DBE firm(s) located within the State of Texas is located in the north region
it must be currently certified or in the process of being certified by the North
Central Texas Regional Certification Agency (NCTRCA). If the firm is DBE
certified by another agency of the 'Texas Uniformed Certification Program
(TUC[ ), it must seek M/WBE certification by the NCTRCA. Those firms
outside of the State must be certified by the NCTRCA as well. All DBE's must
have certification status with the (NCTRCA) in order to be counted towards the
DBE goal on federally funded projects prior to recommendation for award being
made to the City Council.
12.6 If a proposer fails to meet the stated DBE goal, in part or in whole, then a
detailed explanation must be submitted to explain the Good and Honest Efforts
your firm made to secure DBE participation.
12.7 Failure to submit the DI3E participation information or the detailed explanation
of the proposer's Good and Honest Efforts to meet or exceed the stated DBE goal
may render the proposal non -responsive. The DBE utilization will be part of
final weighted selection criteria.
13.0 OTHER REQUIREMENTS
13.1 If this project is assisted in whole or in part by any federal funds, any work
orders will be subject to the following applicable federal laws:
13.1.1 Regulations at 24 CFR Part 570 pertaining to CDBG ("CDBG
Regulations")
13.1.2 Title I of the Housing and Community Development Act of 1974 as
amended (42 USC 5301 et seq.)
13.1.3 Uniform Relocation Assistance and Real Property Acquisition Policies
Act of 1970 (42 USC 4601 et seq.) and its related regulations at 49 CFR
Part 24
13.1.4 'Title VI of the Civil Rights Act of 1964 (42 USC 2000d et seq.)
13.1.5 Title VIII of the Civil Rights Act of 1968 (42 USC 3601 et seq.)
13.1.6 Executive Orders 11063, 11246, as amended by Executive Orders 11375
and 12086 and as supplemented by 41 CFR Part 60
13.1.7 The Age Discrimination in Employment Act of 1967 (29 USC 621)
13.1.8 The Age Discrimination Act of 1975 (42 USC 6101 et seq.)
13.1.9 Section 504 of the Rehabilitation Act of 1973 (29 USC 794 et seq.) and
24 CFR Part 8 where applicable
13.1.10 The Americans with Disabilities Act of 1990 (42 USC 12101)
13.1.11 National Environmental Policy Act of 1969, as amended, 42 USC 4321
et seq. ("NEPA") and the related authorities listed 24 CFR Part 58
13.1.12 The Clean Air Act, as amended (42 USC 7401 et seq.), the Clean Water
Act of 1977, as amended (33 USC 1251 et seq.) and the related EI'A
regulations at 40 CFR Part 15, as amended from time to time, and
Executive Order 11738. In no event shall any amount of the assistance
provided under this Contract he utilized with respect to a facility that has
given rise to a con'viction under the Clean Air Act or the Clean Water
Act.
11.1.1 3 The Immigration Relorni and Control Act of 1986 (8 11SC 1101 ri.vc�y.),
specificall> including the provisions requiring emplo)er veritication of
the legal status of its emplo�ecs
13.1, 14 Drug Free Workplace Act of 1 988 (41 f_;SC 701 c't veg.) and 24 CFR Part
23, Subpart F
13.1.15 Regulations as 24 CFR Part 87 related to lobbying, including the
requirement that certifications and disclosures be obtained from all
covered persons
13.1.16 Executive Order 12549 and 24 CFR Part 5.105 (c) pertaining to
restrictions on participation by ineligible, debarred, or suspended persons
or entities.
13.2 Section 3 of the Housing and Urban Development Act of 1968, as
amended, (12 USC 1701u et seq.) and its related regulations at 24 CFR
Part 135
13.2.1 if the work to be performed under this Contract is on a project assisted
under a program providing direct Federal financial assistance from HUD,
Section 3 of 24 CFR 135.38 ("Section 3") requires that the following
clause be inserted in all covered contracts ("Section 3 Clause") Such
covered contracts or activities include CDBG-funded construction,
reconstruction, conversion or rehabilitation of housing as set forth at 24
CFR 135.5.
A. The work to be performed under this contract is subject to the
requirements of section 3 of the Housing and Urban Development
Act of 1968, as amended, 12 U.S.C. 1701u (section 3). The purpose
of Section 3 is to ensure that employment and other economic
opportunities generated by HUD assistance or HUD -assisted projects
covered by Section 3, shall, to the greatest extent feasible, be
directed to low- and very low-income persons, particularly persons
who are recipients of HUD assistance for housing.
B. The Parties to this contract agree to comply with HUD's regulations
in 24 CFR Part 135, which implement Section 3. As evidenced by
their execution of this contract, the Parties to this contract certify that
they are under no contractual or other impediment that would
prevent them from complying with the Part 135 regulations.
C. The contractor agrees to send to each labor organization or
representative of workers with which the contractor has a collective
bargaining agreement or other understanding, if any, a notice
advising the labor organization or workers' representative of the
contractor's commitments under this section 3 clause, and will post
copies of the notice in conspicuous places at the work site where
both employees and applicants for training and employment
positions can see the notice. The notice shall describe the Section 3
preference, shall set forth minimum number and job titles subject to
hire, availability' of apprenticeship and training positions, the
qualifications for each; and the name and location of the person(s)
taking applications for each of the positions; and the anticipated date
the work shall begin.
D, The contractor agrees to include this section 3 clause in every
subcontract subject to compliance with regulations in 24 CFR Part
135, and agrees to take appropriate action, as provided in an
applicable provision of the subcontract or in this Section 3 clause,
upon a finding that the subcontractor is in violation of the regulations
in 24 CFR Part 135. The contractor will not subcontract with any
subcontractor where the contractor has notice or knowledge that the
subcontractor has been found in violation of the regulations in 24
CFR Part 135.
E. The contractor will certify that any vacant employment positions,
including training positions, that are filled (I) after the contractor is
selected but before the contract is executed, and (2) with persons
other than those to whom the regulations of 24 CFR Part 135 require
employment opportunities to be directed, were not tilled to
circumvent the contractor's obligations under 24 CFR Part 135,
F. Noncompliance with HUD's regulations in 24 CFR Part 135 may
result in sanctions, termination of this contract for default, and
debarment or suspension from future HUD assisted contracts.
G. With respect to work performed in connection with Section 3
covered Indian housing assistance, section 7(b) of the Indian Self -
Determination and Education Assistance Act (25 U.S.C. 450e) also
applies to the work to be performed under this contract. Section 7(b)
requires that to the greatest extent feasible (i) preference and
opportunities for training and employment shall be given to Indians,
and (ii) preference in the award of contracts and subcontracts shall be
given to Indian organizations and Indian -owned Economic
Enterprises. Parties to this contract that are subject to the provisions
of section 3 and section 7(b) agree to comply with Section 3 to the
maximum extent feasible, but not in derogation of compliance with
section 7(b),"
13.2.2 City and Contractor understand and agree that compliance with the
provisions of Section 3, the regulations set forth in 24 CFR Part 135, and
all applicable rules and orders of HUD shall be a condition of the Federal
financial assistance provided to the Program, binding upon City and
Contractor, and their respective successors, assigns and suhcontractors.
Failure to fulfill these requirements shall subject Contractor and its
suhcontractors, and their respective successors and assigns, to those
sanctions specified by the Grant Agreement through which Federal
assistance is provided and to such sanctions as are specified by 24 CFR
Part 135.
14.0 OTHER LAWS THAT MAY APPLY
14.1 Contractor covenants and agrees that its officers, members, agents, employees,
Program participants and suhcontractors shall abide by and comply with all other
laws, Federal, state and local, relevant to the pertbrmance of this Contract,
including all applicable City ordinances, rules and regulations and 'title 1 of the
Housing and Community Development Act of 1974 (42 USC 5301 el seq.), as
amended, and the CDBG Regulations, as amended, (24 CFR Part 570 el seq.).
Contractor further promises and agrees that it has read, and is familiar with, the
terms and conditions of the Community Development Block Grant under which
CDBG Funds are granted and any applicable provisions of the CDBG
15.0 NONDISCRIMINATION
1 5. 1 Contractor will not unlawfully discriminate against any person or persons
because of sex, race, religion, age. disability, color, national origin, or familial
status, nor will Contractor permit its officers, members, agents. employees,
subcontractors or Program participants to engage in such discrimination.
15.2 Contractor covenants that neither it nor any of its officers, members, agents,
employees, Program participants or subcontractors, while engaged in performing
this Contract, shall, in connection with the employment, advancement or
discharge of employees or in connection with the terms, conditions or privileges
of their employment, discriminate against persons because of their age except on
the basis of bona fide occupational qualification, retirement plan or statutory
requirement.
15.3 Contractor further covenants that neither it nor its officers, members, agents,
employees, subcontractors, Program participants, or persons acting on their
behalf, shall specify, in solicitations or advertisements for employees to work on
this contract, a maximum age limit for such employment unless the specified
maximum age limit is based upon a bona fide occupational qualification,
retirement plan or statutory requirement.
15.4 In accordance with the provisions of the Americans With Disabilities Act of 1990
("ADA"), Contractor warrants that it and any and all of its subcontractors will not
unlawfully discriminate on the basis of disability in the provision of services to
the general public, nor in the availability, terms and/or conditions of employment
for applicants for employment with Contractor, or employees of Contractor or
any of its subcontractors. Contractor warrants it will fully comply with ADA's
provisions and any other applicable Federal, state and local laws concerning
disability and will defend, indemnify and hold City harmless against any claims
or allegations asserted by third parties or subcontractors against City arising out
of Contractor's and/or its subcontractors' alleged failure to comply with the
above -referenced laws concerning disability discrimination in the performance of
this Contract.
15.5 This Contract is made and entered into with reference specifically to the
ordinances codified at Chapter 17, Article iiI, Division 3 "Discrimination in
Employment Practices", of the City Code, and Contractor hereby covenants and
agrees that Contractor, its officers, members, agents, employees and
subcontractors, have fully complied with all provisions of same and that no
employee, employee -applicant or Program participant has been discriminated
against by the terms of such ordinances by either the Contractor or its officers,
members. agents, employees or subcontractors.
City of Fort Worth
Table of Contents
PAGE
I. Pre -Construction Conference Minutes/Special Instructions to Bidders on Federally
Funded Projects 2-5
ll. Contractor / Sub Information Forms 6-7
111. Start of Construction Form 8
IV. Construction Complete Form 9
V. City of Ft. Worth Budget and Management Services Department, Affirmative Action Plan;
I0-18
Section 3 of the Housing and urban Development Act of 1968
A. Section 3 Attachment Forms 19
1, Attachment B Self -Certification Form 20
2. Attachment D Staternent of Release Form 21
3. Attachment E Preliminary Statement of Workforce Needs Form 22
4. Blank Page '3
VI. Statement of Policy on Equal Employment Opportunity Form '?4
VII. Department of Housing and Urban Development Contract Requirements 25-36
HIJD-4010 Federal Labor Standards Provisions, Equal Opportunity Clause; Section 202
A. Federal Labor Standard Provisions (HUD-4010) Forms
1. Certification and Acknowledgment Form . 37
2. Certification of Bidder Regarding Equal Employment Opportunity Form 38
3. Certification Regarding Lobbying Form 39
4. Certificate of Owner's Attorney Form 40
VIII. U.S. Department of Labor Wage and Hour and Public Contract Divisions
A. Instructions for Completing Payroll form WH-347 41-44
B. U.S. Department of Housing and Urban Development
1, Certificate from Contractor Appointing officer or employee to Supervise Payment of Employees
Forrn 45
2. Blank Page 46
3. Payroll Form 47
4. Blank Page 48
5. U.S. Department of Labor Statement of Compliance Form 49
6. Employees Statement of Work Verification Form 50
7. Payroll Deduction Authorization Form 51
IX. U.S. Department of Housing and Urban Development Community Development Block Grant Input:
Subcontractor's Certification Concerning Labor Standards and Prevailing Wage Requirements
51-55
*City of Fort Worth Community Development Block Grant Funded Project Form Packet N1 ill
include these documents.
u How to Complete Payroll Forms
i Equal Employment Opportunity Poster
:.1 U.S. Department of Labor Poster
u Project Designation Sign
City of Fort Worth
PRE -CONSTRUCTION CONFERENCE MINUTES
DATE:
LOCATION:
PROJECT NAME:
LOCATION OF PROJECT:
PROJECT NUMBER:
CONTRACT NUMBER:
TIME:
ATTENDEES
NAME NAME AND ADDRESS OF FIRM TELEPHONE NUMBER
City of Fort Worth
PRE -CONSTRUCTION CONFERENCE MINUTES NOTES
City of Fort Worth
SPECIAL INSTRUCTIONS TO BIDDERS ON FEDERALLY FUNDED PROJECTS
This project is subject to the Davis -Bacon Act (DBA), Copeland Act, Contract Work Hours Safety Standards Act
(CWHSSA), and the Fair Labor Standards Act (FLSA). FLSA sets out the requirements for payment of minimum
wages, overtime pay, child labor standards and prohibit wage discrimination on the basis of sex. DBA specifies the
minimum wages to be paid the various classes of laborers and mechanics employed on the project. CWHSSA sets a
uniform standard of 40-hour workweek with time and a half the basic rate of pay for all work in excess of 40-hours
per week. The Copeland Act prohibits kickbacks being paid by the employee to the employer and requires the
weekly submission of payrolls. FAILURE TO COMPLY WITH THE LABOR STANDARDS REQUIREMENTS
CAN RESULT IN THE ESCROW OF FUNDS AND/OR WITHHOLDING OF INSURED ADVANCES.
The contractor should inform his foreman and subcontractors that this project is subject to periodic employee wage
interview visits by City staff and/or federal agencies, such as HUD or DOL, to insure compliance with the
aforementioned regulations. These federal officers or City statTs are not to be prevented from conducting such
interviews,
The suggested payroll form is WH-347, Payroll. HUD prior to use must approve all other payroll forms. Payrolls
must he submitted to the Housing and Economic Development Department, Contract Management Division weekly
within seven days after a nay period end. A pay period is seven (7) consecutive days. Payrolls must be original
and must be completely executed. The signature must be that of owner, partner, officer of authorized individual,
and must be an original ink signature. It is suggested that blue ink be used, The certification dates must cover the
seven (7) day period. "A CERTIFICATION FROM CONTRACTOR APPOINTING OFFICER OR EMPLOYEE
TO SUPERVISE PAYMENT OF EMPLOYEES" form must be submitted.
The payrolls and basic payroll records of the contractor and each subcontractor covering all laborers and mechanics
employed upon the work covered by this contract are to be maintained during the course of work and preserved for a
period of three years thereafter.
Liquidated damages will be assessed for failure to pay overtime. The assessment amount is $10 per day per
violation. Overtime begins on this project after 40 hours per week. Additionally, wage restitution must be paid to
any employee who is underpaid whether the underpayment is due to failure to pay overtime or failure to apply the
prescribed hourly rate of pay.
Employees must be classified and paid according to the classifications and rates prescribed by the applicable wage
decision. The decision, which is applicable to this project, is FX0800•1-I. The wage decision must be posted at the
construction site along with required posters for the duration of construction activity. Any classification needed,
which does not appear on the wage decision, must be requested and approved by the U.S. Department of Labor prior
to the use of that classification on the project.
In instances where the owner of a company performs work on the project, that owner must show himself/
herself on the payroll and must show the hours worked each day and total hours for the week. All persons who
perform work on the project must be shown on the payroll. The address and social security number for each
employee must be included the first time that employee appears on the payroll and any time their address change.
Apprentices may be employed on the project; however, the Bureau of Apprenticeship & Training must certify them
and the allowable ratio of apprentices to journeyman must not he exceeded.
Payrolls are required for weeks in which no work is performed labeled "NO WORK PERFORMED".
The first payroll furnished must show "INITIAL" in the payroll number block. Likewise, the last payroll must show
"FINAL.". Subsequent payrolls following the initial payroll must be numbered sequentially beginning with number
2, including payrolls labeled "NO WORK PERFORMED".
Any person who is employed on a piecework basis must be shown on the paroll. The hours worked each day and
total hours for the week must be shown. The hourly rate of the piece worker must equal or exceed the prescribed
hourly rate for the particular work classification.
4
City of Fort Worth
Dual work classifications within the same payroll period are acceptable provided that a signed verification of the
dual work classification is furnished from the employee. When dual work classifications are used submit the form
"EMPLOYEES STATEMENT OF WORK VERIFICATION".
Deduction authorizations, signed by employees, must be provided for any deduction with the exceptions of FICA
and federal tax.
Unless otherwise specified by the applicable wage decision, the classification of "helper" is unacceptable.
Employees must be classified and paid based on the work they perform, e.g., if a person performs the duties of or
uses the tools of a plumber, that person must be classified as a plumber, not as a plumber's helper (the plumber
classification is used there as an example only).
The general contractor will be required to certify that all laborers and mechanics employed on the project (including
those employed by subcontractors) have been paid hourly rates as prescribed by the applicable laws.
Failure to comply will result in withholding full or partial payment.
Any questions concerning labor requirements should be directed to the contact(s) below. Questions regarding DBA
requirements should be directed through the general contractor who is ultimately responsible for the fulfillment of
these obligations.
Contact Persons:
City of Fort Worth
Contract Management Division
Sherry Johnson (817) 392-7333 or
1000 Throckrnorton Street
Fort Worth, Texas 76102
City of Fort Worth
CONTRACTOR INFORMATION
PROJECT:
I. Contractor:
2. Address:
3. City:
4. Telephone: Fax:
5. Federal I.D. #:
6. Officers of the Corporation:
President:
Vice President:
Secretary:
Treasurer:
7. If sole owner or partnership, list owner (s):
Date
I Racial/Ethnic Ownership:
I • White American
2 - Black American
3 - Native American
4 - Hispanic American
5 - Asian/Pacific American
6 - Hasidic Jew
I
I certify at the time of execution, hereof, neither my company nor my corporate officers (if incorporated) are listed
in the list of Debarred, Suspended, and Ineligible Contractors maintained by the Department of Housing and Urban
Development (HUD).
Signature
6
Date:
PROJECT:
I. Subcontractor:
2. Contract Amount:
3. Address:
3. City:
4. Telephone:
5. Federal I.D. #:
Racial/Ethnic Ownership:
1 - White American
2 - Black American
3 - Native American
4 - Hispanic American
5 - Asian/Pacific American
6 - Hasidic Jew
City of Fort Worth
SUBCONTRACTOR INFORMATION
(To be completed by contractor)
Fax:
City of Fort Worth
START OF CONSTRUCTION
Date:
Project Name:
Project Location:
Project Number:
U.S. Department of Labor Wage Decision:
This is to inform you that the:
of
(Name of Cotnpany)
(Address) (City/Town)
(State) (Zip)
contract with you, as of
, has started work on the above referenced project covered by our
(Date)
Respectfully yours,
By
(Name of Company)
(Signature)
( Title)
City of Fort Worth
CONSTRUCTION COMPLETE
Date:
Project Name:
Project Location:
Project Number:
U.S. Department of Labor Wage Decision:
This is to inform you that the:
of
(Name of Company)
(Address) (City/Town)
(State) (Zip)
contract with you, as of
, has terminated work on the above referenced project covered by our
(Date)
9
Respectfully yours,
t3V
(Name of Company)
(Signature)
(Title)
City of Fort Worth
FORT WORTH
City of Fort Worth
HOUSING AND ECONOMIC
DEVELOPMENT
(Contract Management Division)
Affirmative Action Plan Under
Section 3 of The
Housing and Urban Development Act of 1968
Revised 112007
10
City of Fort Worth Affirmative Action Plan
Part 1:
Part II:
Part 11I:
Part IV:
Part V:
Table of Contents
Purpose and Background Information Page
I . Summary Explanation and Purpose 12
2. Geographical Applicability 12-13
3. Applicability to Businesses 13
4. Applicability to individuals 13
Selection of Subcontractors and Vendors 14
Procedures 14
2. Sources for Locating Section 3 Covered Businesses 14
3. Required Contract Clauses 14-15
Hiring Trainees and Employees 15
I. Procedures 15-16
2. Good Faith Efforts 16
Compliance and Consequences 16
1. Monitoring of Requirements 16
2. Grievance Procedures 17
3. Sanctions 17-18
Section 3 Attachments 19
1. Self -Certification Form Al"lACIIMENI'R "p
2. Statement of Release A PTAC'I IN113N'1' D "1
3. Preliminary Statement Work Force Needs ATTACHMENT F 22
4. Blank Page 23
City of Fort Worth
tiT
,•1 j7irmaiire .Action Plan
City of Fort Worth
Housing and Economic Development Department
Affirmative Action Plan Under
Section 3 of the
tOUN',.'":011XfpX
Housing and Urban Development Act of 1968
1. Summary Explanation and Purpose:
Section 3 of the Housing and Urban Development Act of 1968, as amended, ("Section 3") is binding upon
the City of Fort Worth, ("the City") and its Contractor in all projects using Community Development Block Grant
(CDBG) funds. Any Contractor receiving CDBG funds, from whatever source, is bound by Section 3.
The two primary purposes of Section 3 are (I) to encourage the use of small, local and minority businesses
as suppliers of goods and services, and (2) to encourage the use of local, minority and lower income persons as trainees
and employees. Section 3 requires that good faith efforts be made to achieve these purposes.
This plan sets forth the procedures that will be followed by the City of Fort Worth's Budget and Management
Services Department, Contract Management Division ("CMD") and all its CDBG Contractors to accomplish these
purposes. Specific regulations governing Section 3 arc set out in 24 CFR 135.
Geographical Applicability:
For the Community Development Block Grant Program, Section 3 is applicable to all activities taking place
within the corporate limits of the City of Fort worth, Texas. Within this "Section 3 covered area", the CMD Target areas
are considered priority areas. The Target areas include the following 2000 census tracts/block group numbers:
1001.01 / 1, 1001.01/3, 1001.01/4, 1001.01/6, 1001.02/4, 1001.02/5, 1001.02/6, 1002.01 / 1, 1002.01/2,
1002.01/3, 1002.01 /4, 1002.02/ 1, 1002.02/2, 1002.02/3, 1002.02/4, 1002.02/5, 1003/1, 1003/2, 1003/3, 1003/4,
1003/5, 1003/6, 1004/1, 1004/2, 1004/3, 1004/4, 1004/5, 1004/6, 1005.0 1 / 1, 1005.01/2, 1005.01 / 3, 1005.01/4,
1005.01/5, 1005.01/6, 1005.02/1, 1005.02/2, 1005.02/3, 1005.02/4, 1005.02/6, 1005.02.7, 1006.02/2,
1006.02/3, 1007/1, 1007/2, 1007/3, 1007/5, 1008/1, 1008/2, 1008/3, 1008/4, 1008/5, 1009/1, 1009/2, 1009/3,
1010/1, 1010/2, 1011/1, 1011/2, 1011/3, 1011/4, 1012.01!1, 1012.01'2, 1012.02/2. 1012.02/3 1012.02/4,
1012.02/5, 1012.02/6, 1013.01/4, 1013.02/2, 1013.02/3, 1013,02/4, 1014.02/1, 1014.02/2, 1014.02/3,
1014.02/4, 1014.03/2, 1014.03/3, 1014.03/4, 1014.03/5, 1014.03/6. 10140.3/7, 1015'2, 1015/3, 1015/5, 10161,
1016/2, 1017/ I , 1017/2, 1017/3, 1018/1, 1018/2, 1020/ 1 , 1020/2, 1021, 6, 1021 /7, 1023.041, 102 3.01 '2,
1023.01/3, 1023.01/4, 1023.02/4. 1023.02/5, 1024.01'4, 1024.01,5, 1024.01.'6, 1025'1, 102512, 1025'3, 1025/4,
1025/5, 1025!6, 1026/4. 1026/6, 1026/ 7. 1026/8 1027' 1, 1027'2, 102,8/ 1. 1029' 1. 1029, 2, 1029/3. 1030I,
1030'2, 1030/3, 1031 ' 1, 1032' 1. 1033:1, 1033:2, 1033/3, 1033 4. 1034;1 , 1034.2, 10343, 1035' 1. 1035:2,
1035'3, 1035/4, 1035,'5, 1035/6, 1035,7, 1036.01/1, 1036.01.2, 1036.01/3. 1036.01 4, 1036.02.r2, 1037.01'1,
1037.01/2, 1037.01/3. 1037,01;4, 1037.02'1, 1037.0212. 1037.01'3, 1038'1, 1038'2, 1038/3, 1038/4, 1038.5,
1038/ 6, 1039/ 1, 1039/2, 1039/3, 1040/ 1, 1040, 2, 1040/3, 1041 / 1, 1041 /2, 1041/3, 1041'4, 1041 /5, 1041 6,
1042.02/5, 1043/2, 104313, 1043/4. 1043;5, 1044/1, 1044/3, 1044'4. 1044.7, 1045 01, 1, 1045.01/2, 1045.01,3,
1045.01.'4, 1045.01'5, 1045.01 6, 1045.01 7, 1045.01 8, 10.45.02 1. 104502'2, 1(145.02,3, 1045.03'1,
1045 03 2,1046 01 /2, 1046 01 3.1046 01;4, 1046 01 5, 1(146 02 1, 10,16 02 2,1046 02 3. 1046.02'4,
12
City of Fort Worth Affirmative Action Plan
1046.03/ 1 , 1046.03/2, 1046,03/3, 1046.04/ 1, 1046.04/2, 1046.04/3, 1 046.05/3, 1046.05/5, 1047/ 1, 1047/2,
1047/3, 1047/4, 1047/5, 1047/6 1048.01/1, 1048.01/2, 1048.01/3, 1048.01/4, 1048.01/5, 1048.01/6, 1048.01/7,
1048.01/8, 1048.02/1, 1048.02/2, 1048,02/3, 1048.02/4, 1050.01/1, 1050.01/2, 1050.01/3, 1050.01/4,
1050.01 /5, 1050.05/2, 1050.06/1, 1050.06/2, 105 1 /5, 1052.01 / 1, 1052.01/2, 1052.01 /4, 1 052.02/ 1, 1052.02/2,
1053/1, 1055.02/1, 1055.02/8, 1055.05/1, 1056/2, 1057.03/3, 1058/1, 1058/2, 1058/5, 1059/2, 1059/3, 1059/5,
1060,01 / 1, 1060.02/ 1, 1060.04/2, 1061.01 /2. 1061.02/, 1061.02/2, 1062.01 / 1, 1062.01/2, 1062.01 /3, 1062.01 /4,
1062.02/1, 1062.02/2, 1062.02/3, 1062.02/4, 1063/2, 1063/3, 1064/1, 1064/2, 1065.03/3, 1065.06/2, 1065/06/3,
1065.06/4, 1065.08/2, 1065.08/4, 1065.09/ 1, 1065.10/4, 1065/ 1 1 /4, 1 065.12/ 2, 1066/ 1, 1105/4, 1 1 10.07/4,
I 1 13/01 /2, I l 35.06/7, 1141.01 /4
3. Applicability to Businesses:
Businesses that are at least fifty-one percent (51%) owned by socially or economically disadvantaged persons
who reside in the Section 3 covered areas, and which qualify, as small businesses under the standards of the Small
Business Administration are eligible for the benefits of Section 3.
4. Applicability to Individuals:
Any person who resides in the Section 3 covered area and whose family income does not exceed eighty percent
(80%) of the median income in the Dallas -Fort Worth Standard Metropolitan Statistical Area may be designated as a
"lower income person". Section 3 is intended to benefit such individuals through employment and training opportunities.
13
City of Fort Worth
1. Procedures
Affirmative .action Plan
All contractors will provide a completed copy of Attachment D, "Statement of Release", prior to signing any
contract for a project using CDBG monies. Each Contractor selected will be bound by Section 3 requirements, including
the submission of all relevant documentation required by this plan. Contractors will be held responsible for the Section 3
activities of their subcontractors.
When competitive bids are solicited, the contractor will notify bidders of Section 3 requirements. Each
contractor will make a good faith effort to issue invitations to bid to Section 3 covered businesses and to use local and
minority media to advertise contractual opportunities.
Contracts, which are typically let on a negotiated basis in non -Section 3 covered areas, will be let on a
negotiated basis in Section 3 covered areas, if feasible.
2. Sources for Locating Section 3 Covered Businesses:
The City operates the Minority/ Women Business Enterprise (M/WBE) office to assist in the location and
certification of Section 3 covered businesses and to inform such businesses of bidding opportunities for City contracts.
Lists of Section 3 covered businesses area also available from the Fort Worth Regional HUD Office, the Small
Business Administration and other similar agencies. Any business wishing to qualify as a Section 3 covered
business will be given the opportunity to file a Self -Certification form (Attachment B) with the M/WBE office
and all CDBG contractors are encouraged to seek the assistance of that office, should any question arise. CMD
will notify the Minority/ Women Business Enterprise office of its pending contractual activities so that Section
3 covered businesses may be notified.
3. Rer.tuired Contract Clauses:
C'FR 24 135.38
In the event a CDBG Contractor wishes to subcontract any portion of a project utilizing CDBG monies, the
written prior approval of CMD must be obtained. Furthermore, the following paragraphs must be included in each
subcontract:
City of Fort Worth Affirmative Action Plan
A. The work to be performed under this Contract is subject to the requirements of section 3 of the Housing
and Urban Development Act of 1968, as amended 12 U.S.C. 170I u (section 3). The purpose of section 3 is
to ensure that employment and other economic opportunities generated by HUD assistance or HUD -assisted
projects covered by section 3, shall, to the greatest extent feasible, be directed to low- and very low-income
persons, particularly persons who are recipients of HUD assistance for housing.
B. The parties of this Contract agree to comply with HUD's regulations in 24 CFR part 135, which
implement section 3. As evidenced by their execution of this contract, the parties to this contract certify that
they are under no contractual or other impediment that would prevent them from complying with the part
135 regulations.
C. The Contractor agrees to send to each labor organization or representative of workers with which the
contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor
organization or workers' representative of the contractor's commitments under this section 3 clause, and will
post copies of the notice in conspicuous places at the work site where both employees and applicants for
training and employment positions can see the notice. The notice shall describe the section preference, shall
set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions,
the qualifications for each; and the anticipated date the work shall begin.
D. The contractor agrees to include this Section 3 clause in every subcontract subject to compliance with
regulations in 24 CFR part 135, and agrees to take appropriate action, as provided in an applicable provision
of the subcontract or in this section 3 clause, upon a finding that the subcontractor is in violation of the
regulations in 24 CFR part 135. The contractor will not subcontract with any subcontractor where the
contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24
CFR part 135.
E. The Contractor will certify that any vacant employment positions, including the training positions, that
are filled (I) after the contractor is selected but before the contract is executed, and (2) with persons other
than those to whom the regulations of 24 CFR part 135 require employment opportunities to be directed,
were not filled to circumvent the contractor's obligations under 24 CFR part 135.
F. Noncompliance with HUD's regulations in 24 CFR part 135 may result in sanctions,
termination of this contract for default, and debarment or suspension from future }IUD assisted contracts.
G. With respect to work performed in connection with section 3 covered Indian housing
assistance, section 7(b) oldie Indian Self -Determination and Education Assistance Act (25 U.S.C. 450e)
also applies to the work to he performed under this contract. Section 7(h) requires that to the greatest extent
feasible (1) preference and opportunities for training and employment shall be given to Indians, and (ii)
preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian -
owned Economic Enterprises. Parties to this contract that are subject to the provisions of section 3 and
section 7(h) agree to comply with section 3 to the maximum extent feasible, but not in derogation of
compliance with section 7(b).
44f iIit HIRI g, TRAi1 g A4 N)b_iysPlt C3YgE$
Procedures:
All contractors will provide a completed copy of Attachment E, "Preliminary Statement -Work Force Needs",
prior to signing any contract for a project using CDBG monies, The Contractor will specify the maximum number of
trainees which can reasonably be used on the CDBG project, unless the occupational category is subject to a ratio set by
the Secretary of Labor. This information will be reviewed by CMD to ascertain the current and projected use of Section
3 covered individuals.
Is
City of Fort Worth .4/Jirmawive,4ction Plan
Should the Contractor wish to hire trainees for a CDBG assisted project, lower income individuals will be used
to the greatest extent feasible in the various training categories. All vacant trainee positions should be filled with lower
income individuals, if at all possible. Only after a eood faith effort to place lower income individuals in vacant trainee
positions has been made will the Contractor use non -Section 3 covered individuals as trainees.
Should the Contractor need to hire already trained employees, similar preference will be given to qualified
lower income individuals who apply for those positions.
For each occupational category in which vacancies exist. the contractor will set a realistic eoal for the number
of lower income individuals to be hired. The Contractor will make a good faith effort to see that such goals are met.
To the greatest extent feasible, the Contractor will use lower income individuals as CDBG project employees.
Any Contractor that fills vacant employment positions immediately prior to starting a CDBG project will be required to
show that its actions were not an attempt to circumvent Section 3 requirements.
When a lower income individual applies, either on their own initiative or on referral from any source, the
Contractor will review his/her qualifications and hire the individual if his/her qualifications are satisfactory and the
Contractor has an opening. If the Contractor does not have an opening, the individual will be listed for the first available
opening.
If applicant qualifications are equal, lower income persons will be given preference in hiring. An exception will
be made when a Section 3 covered project meets the requirements of Executive Order 11246. In this case, when
qualifications are equal, minority persons will be given first preference in hiring. The City will require applicants
claiming to be lower income to state their family income at the time of application.
2. Good Faith Efforts:
A Contractor may show good faith efforts to hire lower income individuals by:
(I) Confirming with the Department of Housing and Urban Development's Regional Administrator, Area
Office Director, or FHA Insuring Office Director, the geographical Section 3 covered area for the
Contractor's specific project; and
(2) Using local media, project area community organizations, local public and private institutions, and/or
signs placed at the proposed project site to recruit lower income applicants for training and
,74:kyIylv„
employment positions with the project.
Monitoring of Requirements:
CMD will monitor the efforts of its contractors to achieve the purpose of Section 3 in two primary ways. First,
the documentation required of CDBG Contractors will be examined to determine if good faith efforts are being made to
comply with Section 3 requirements. Any obvious omissions or improper actions will be questioned and the manner in
which compliance can be documented will be determined by CMD. Next, CMD will conduct on site reviews to assure
that any estimates or projected figures for training and employment have been achieved to the best of the Contractor's
ability. If a high percentage of the employees of, and subcontractors for, a program meet Section 3 standard, the good
faith efforts of the Contractor will be assumed.
It -compliance problems are discovered CMD will encourage the Contractor to resolve them. If this informal persuasion
should fail CMD may request that sanctions (as Specified held%) he applied.
Ili
City of Fort Worth Affirmative Action Plan
2. Grievance Procedures:
Any person or business meeting the definitional standards of Section 3 may personally, or by representative,
pursue the grievance procedures outlined here.
Informal complaints should be directed to CMD for investigation of its Contractor's compliance, or to the
Contractor for investigation of the subcontractor's compliance. CMD Contractors will notify CMD of all informal
complaints they receive. If the complaint is found valid, CMD will make an effort to secure Section 3 compliance
through conferences, persuasion and/or mediation. A written notice specifying the exact nature of the non-compliance
will be issued to the non -complying party. The notice will recommend specific action to correct the non-compliance and
specify a time limit for doing so, Continued non-compliance may result in the application of the sanctions listed below,
If the complainant is not satisfied with the informal complaint procedure, or its outcome, a formal grievance
may be filed.
The grievance should be in writing and include: (1) the name and address of the grievant; (2) the name and
address of the grievant business, if applicable; (2) the name and address of the City, Contractor, or Subcontractor
(hereafter called "respondent"); (4) a description of the acts or omissions giving rise to the grievance; and (5) the
corrective action sought.
The grievance should be signed by the grievant and mailed to Program Operations Division, Department of
Housing and Urban Development, Fort Worth Regional Office, PO Box 2905, Fort Worth, Texas, 761 13-2905; or
Assistant Secretary for Equal Opportunity, Department of Housing and Urban Development, Washington, DC 20410.
A grievance must be filed no later than ninety (90) days from the date of the action (or omission) upon which it
is based. The time for filing may be extended by the Secretary of Housing and Urban Development, if good cause is
shown.
Upon receipt of a grievance by the Secretary, a copy of it will he furnished to the respondent. The Secretary
will conduct an investigation and will give written notice to both the grievant and respondent as to the decision reached.
The grievance may he dismissed or sanctions may be applied, as appropriate.
3, Sanctions:
Failure or refusal to comply with or give satisfactory assurances of future compliance with the requirements of
Section 3 shall be the proper basis for applying sanctions. Any or all of the following actions may be taken, as
appropriate: cancellation, termination, or suspension in whole or in part of the contract or agreement; determination of
ineligibility or debarment from any further assistance or contracts under this program until satisfactory assurance of
future compliance has been received; referral to the Department of Justice for appropriate legal proceedings.
17
City of Fort Worth ,anirmative Action Plan
Minority/ Women Business Enterprise
It is the policy of the City of Fort Worth to involve Minority/ Women Business Enterprises in all phases of its
procurement practices and to provide them equal opportunities to compete for contracts for construction, professional
services, purchases of equipment and supplies, and provision of other services required by the City.
The City operates the Minority/ Women Business Enterprise (M/WBE) office to assist in the location and certification of
Section 3 covered businesses. A list of M/WBE businesses that have been certified by the City of Fort Worth will be
provided to you upon request. If you need to secure services or supplies, please contact the City's M/WBE office:
CITY OF FORT WORTH
M/WBE OFFICE
1000 THROCKMORTON
FORT WORTH, TX 76102
(817) 392-6104
City of Fort Worth .4 rmative Action Plan
SECTION 3 ATTACHMENTS
Please Complete and Return Within Seven (7) Days
City of Fort Worth Affirmative Action Plan
ATTACHMENT B
SELF -CERTIFICATION FORM
SOCIALLY OR ECONOMICALLY DISADVANTAGED
Business/Agency Name:
Address:
Zip Code:
I am a member of the following minority group: (Circle One)
Black American Indian/ Asian/ Spanish- Other (Specify)
Alaskan Native Pacific Islander Surnamed
I own at least 51 percent of the above business:
Date: Signature:
Title:
1usiness;Agency Name.
Address:
Zip Code:
SELF -CERTIFICATION FORM
NON-PROFIT ORGANIZATION
I his organization is a non-profit organi/ation.
Date: Signature:
rifle.
20
City of Fort Worth ,-IJfirmative Action Plan
ATTACHMENT D
Statement of Release
I will not subcontract any work in connection with this project unless I first receive the prior written approval of the
Housing and Economic Development , Contract Management Division of the City of Fort Worth.
Business/Agency Name:
Type of Business/Organization:
Address:
Signature:
Title:
(Street)
(City)
(State) (Zip)
21
City of Fort Worth Affirmative Action Plan
ATTACHMENT E
PRELIMINARY STATEMENT
WORK FORCE NEEDS
Contractor's Name.
Address:
Date:
Employment Classification
CONS IRUC FION:
Foremen
Journeymen
Apprentices
Laborers
GRAND TOTAL
SUBMI I`I ED I3Y•
OCCUPIED PERMANENT POSITIONS VACANT POSITIONS**
TOTAL MINORITY* TOTAL MINORITY*
Male Female Male Female Male
TITLE:
22
Female Male Female
*Minority
- Black
- Spanish-American
- American Indian/
Alaskan Native
- Asian/Pacific
Islander
**Show Section 3 goals
for lower income,
Total lines.
City of Fort Worth Affirmative Action Plan
23
STATEMENT OF POLICY ON
EQUAL EMPLOYMENT OPPORTUNITY
It will be the policy of this firm to not discriminate against any applicant for employment, or any employee, because
of race, creed, color, age, sex, or natural origin. This firm will insure that this policy is continually enforced with
regard to employment, promotion, upgrading, demotion, transfer, recruitment, and recruitment advertising, lay otT
and termination, compensation, training, and working conditions. We will make it understood by all with whom we
deal, and in all our employment opportunity announcements that the foregoing is our policy. All applicants and
employees will be judged solely on the basis of their skill, devotion loyalty, reliability and integrity.
Company Name
Signature
24
Federal Labor Standards Provisions
Applicability
The Project or Program to which the construction work
covered by this contract pertains is being assisted by the
United States of America and the following Federal Labor
Standards Provisions are included in this Contract
pursuant to the provisions applicable to such Federal
assistance.
A. 1. (I) Minimum Wages. All laborers and mechanics
employed or working upon the site of the work, will be paid
unconditionally and not less often than once a week, and
without subsequent deduction or rebate on any account
(except such payroll deductions as are permitted by
regulations issued by the Secretary of Labor under the
Copeland Act (29 CFR Part 3), the full amount of wages
and bona fide fringe benefits (or cash equivalents thereof)
due at time of payment computed at rates not less than
(hose contained in the wage determination of the
Secretary of Labor which is attached hereto and made a
part hereof, regardless of any contractual relationship
which may be alleged to exist between the contractor and
such laborers and mechanics. Contributions made or
costs reasonably anticipated for bona fide fringe benefits
under Section I(b)(2) of the Davis -Bacon Act on behalf of
laborers or mechanics are considered wages paid to such
laborers or mechanics, subject to the provisions of 29 CFR
5.5(a)(1)(iv); also, regular contributions made or costs
incurred for more than a weekly period (but not less often
than quarterly) under plans, funds, or programs, which
cover the particular weekly period, are deemed to be
constructively made or incurred during such weekly period,
Such laborers and mechanics shall be paid the appropriate
wage rate and fringe benefits on the wage determination
for the classification of work actually performed, without
regard to skill, except as provided in 29 CFR 5.5(a)(4).
Laborers or mechanics performing work in more than one
classification may be compensated at the rate specified for
each classification for the time actually worked therein:
Provided, That the employer's payroll records accurately
set forth the time spent in each classification in which
work is performed. The wage determination (including any
additional classification and wage rates conformed under
29 CFR 5 5(a)(1)(ii) and the Davis -Bacon poster (WH-
1321) shall be posted at all times by the contractor and its
subcontractors at the site of the work in a prominent and
accessible, place where it can be easily seen by the
workers.
(II) (a) Any class of laborers or mechanics which is not
listed in the wage determination and which is to be
employed under the contract shall be classified in
conformance with the wage determination HUD shall
approve an additional classification and wage rate and
fringe benefits therefor only when the following criteria
have been met
U.S. Department of Housing
and Urban Development
Office of Labor Relations
(1) The work to be performed by the classification
requested is not performed by a classification in the wage
determination; and
(2) The classification is utilized in the area by the
construction industry; and
(3) The proposed wage rate, including any bona fide
fringe benefits, bears a reasonable relationship to the
wage rates contained in the wage determination.
(b) If the contractor and the laborers and mechanics to be
employed in the classification (if known), or their
representatives, and HUD or its designee agree on the
classification and wage rate (including the amount
designated for fringe benefits where appropriate), a report
of the action taken shall be sent by HUD or its designee to
the Administrator of the Wage and Hour Division.
Employment Standards Administration, U.S. Department of
Labor, Washington, D.C. 20210. The Administrator, or an
authorized representative, will approve, modify, or
disapprove every additional classification action within 30
days of receipt and so advise HUD or its designee or will
notify HUD or its designee within the 30-day period that
additional time is necessary. (Approved by the Office of
Management and Budget under OMB control number 1215-
0140.)
(c) In the event the contractor. the laborers or mechanics
to be employed in the classification or their
representatives, and HUD or its designee do not agree on
the proposed classification and wage rate (including the
amount designated for fringe benefits, where appropriate),
HUD or its designee shall refer the questions, including
the views of all interested parties and the recommendation
of HUD or its designee, to the Administrator for
determination. The Administrator, or an authorized
representative, will issue a determination within 30 days of
receipt and so advise HUD or its designee or will notify
HUD or its designee within the 30-day period that
additional time is necessary (Approved by the Office of
Management and Budget under OMB Control Number
1215-0140.)
(d) The wage rate (including fringe benefits where
appropriate) determined pursuant to subparagraphs
(1)(ii)(b) or (c) of this paragraph, shall be paid to all
workers performing work in the classification under This
contract from the first day on which work is performed in
the classification.
(III) Whenever the minimum wage rate prescribed in the
contract for a class of laborers or mechanics includes a
fringe benefit which is not expressed as an hourly rale. the
contractor shall either pay the benefit as slated in the
wage determination or shall pay another bona fide fringe
benefit or an hourly cash equivalent thereof
(Iv) If the contractor does not make payments to a trustee
or other third person, the contractor may consider as part
Previous editions are obsolete Page 1 of 5
form HUD-4010 (06/2009)
ref Handbook 1344 1
of the wages of any laborer or mechanic the amount of any
costs reasonably anticipated In providing bona fide fringe
benefits under a plan or program, Provided, That the
Secretary of Labor has found, upon the written request of
the contractor, that the applicable standards of the Davis -
Bacon Act have been met. The Secretary of Labor may
require the contractor to set aside In a separate account
assets for the meeting of obligations under the plan or
program. (Approved by the Office of Management and
Budget under OMB Control Number 1215-0140.)
2. Withholding. HUD or its designee shall upon its own
action or upon written request of an authorized
representative of the Department of Labor withhold or
cause to be withheld from the contractor under this
contract or any other Federal contract with the same prime
contractor, or any other Federally -assisted contract
subject to Davis -Bacon prevailing wage requirements,
which is held by the same prime contractor so much of the
accrued payments or advances as may be considered
necessary to pay laborers and mechanics, Including
apprentices, trainees and helpers, employed by the
contractor or any subcontractor the full amount of wages
required by the contract In the event of failure to pay any
laborer or mechanic, Including any apprentice, trainee or
helper, employed or working on the site of the work, all or
part of the wages required by the contract. HUD or its
designee may, after written notice to the contractor,
sponsor, applicant, or owner, take such action as may be
necessary to cause the suspension of any further
payment, advance, or guarantee of funds until such
violations have ceased. HUD or its designee may, after
written notice to the contractor, disburse such amounts
withheld for and on account of the contractor or
subcontractor to the respective employees to whom they
are due. The Comptroller General shall make such
disbursements In the case of direct Davis -Bacon Act
contracts.
3. (I) Payrolls and basic records. Payrolls and basic
records relating thereto shall be maintained by the
contractor during the course of the work preserved for a
period of three years thereafter for all laborers and
mechanics working at the site of the work Such records
shall contain the name, address, and social security
number of each such worker, his or her correct
classification, hourly rates of wages; paid (including rates
of contributions or costs anticipated for bona fide fringe
benefits or cash equivalents thereof of the types described
in Section I(b)(2)(B) of the Davis -bacon Act). daily and
weekly number of hours worked, deductions made and
actual wages paid. Whenever the Secretary of Labor has
found under 29 CFR 5.5 (a)(1)(iv) that the wages of any
laborer or mechanic include the amount of any costs
reasonably anticipated in providing benefits under a plan
or program described in Section I(b)(2)(B) of the Davis -
Bacon Act, the contractor shall maintain records which
show that the commitment to provide such benefits is
enforceable, that the plan or program is financially
responsible, and that the plan or program has been
Previous editions are obsolete
communicated in writing to the laborers or mechanics
affected, and records which show the costs anticipated or
the actual cost Incurred In providing such benefits.
Contractors employing apprentices or trainees under
approved programs shall maintain written evidence of the
registration of apprenticeship programs and certification of
trainee programs, the registration of the apprentices. and
trainees, and the ratios and wage rates prescribed in the
applicable programs. (Approved by the Office of
Management and Budget under OMB Control Numbers
1215-0140 and 1215-0017.)
(II) (a) The contractor shall submit weekly for each week
in which any contract work is performed a copy of all
payrolls to HUD or its designee If the agency is a party to
the contract, but if the agency is not such a party, the
contractor will submit the payrolls to the applicant
sponsor, or owner, as the case may be, for transmission to
HUD or its designee. The payrolls submitted shall set out
accurately and comple►ely all of the information required
to be maintained under 29 CFR 5,5(a)(3)(i) except that full
social security numbers and home addresses shall not be
included on weekly transmittals. Instead the payrolls shall
only need to include an individually identifying number for
each employee (e.g., the last four digits of the employee's
social security number). The required weekly payroll
information may be submitted in any form desired.
Optional Form WH-347 is available for this purpose from
the Wage and Hour Division Web site at
htto://www.dol.aov/esa/whd/forms/wh347instr.htm or its
successor site. The prime contractor is responsible for
the submission of copies of payrolls by all subcontractors.
Contractors and subcontractors shall maintain ►he full
social security number and current address of each
covered worker, and shall provide them upon request to
HUD or its designee if the agency is a party to the
contract, but if the agency Is not such a party, the
contractor will submit the payrolls to the applicant
sponsor, or owner, as the case may be, for transmission to
HUD or its designee, the contractor, or the Wage and Hour
Division of the Department of Labor for purposes of an
investigation or audit of compliance with prevailing wage
requirements. It is not a violation of this subparagraph for
a prime contractor to require a subcontractor to provide
addresses and social security numbers to the prime
contractor for its own records, without weekly submission
to HUD or its designee. (Approved by the Office of
Management and Budget under OMB Control Number
1215-0149 )
(b) Each payroll submitted shall be accompanied by a
"Statement of Compliance." signed by the contractor or
subcontractor or his or her agent who pays or supervises
the payment of the persons employed under the contract
and shall certify the following'
(1) That the payroll for the payroll period contains the
information required to be provided 'under 29 CFR 5 5
(a)(3)(1), the appropriate information is being maintained
under 29 CFR 5 5(a)(3)(i), and that such information is
correct and complete;
form HUD-4010 (06/2009)
Page 2 of ref Handbook 1344 1
(2) That each laborer or mechanic (including each helper,
apprentice, and trainee) employed on the contract during
the payroll period has been paid the full weekly wages
earned, without rebate, either directly or indirectly, and
that no deductions have been made either directly or
indirectly from the full wages earned, other than
permissible deductions as set forth in 29 CFR Part 3:
(3) That each laborer or mechanic has been paid not less
than the applicable wage rates and fringe benefits or cash
equivalents for the classification of work performed, as
specified In the applicable wage determination
incorporated into the contract,
(c) The weekly submission of a properly executed
certification set forth on the reverse side of Optional Form
WH-347 shall satisfy the requirement for submission of the
"Statement of Compliance" required by subparagraph
A.3.(6)(b).
(d) The falsification of any of the above certifications may
subject the contractor or subcontractor to civil or criminal
prosecution under Section 1001 of Title 18 and Section
231 of Title 31 of the United States Code.
(ill) The contractor or subcontractor shall make the
records required under subparagraph A.3.(i) available for
Inspection, copying, or transcription by authorized
representatives of HUD or its designee or the Department
of Labor, and shall permit such representatives to
interview employees during working hours on the job. If
the contractor or subcontractor fails to submit the required
records or to make them available, HUD or Its designee
may, after written notice to the contractor, sponsor,
applicant or owner, take such action as may be necessary
to cause the suspension of any further payment, advance,
or guarantee of funds. Furthermore, failure to submit the
required records upon request or to make such records
available may be grounds for debarment action pursuant to
29 CFR 5.12.
4. Apprentices and Trainees.
(I) Apprentices. Apprentices will be permitted to work at
less than the predetermined rate for the work they
performed when they are employed pursuant to and
individually registered in a bona fide apprenticeship
program registered with the U.S. Department of Labor,
Employment and Training Administration, Office of
Apprenticeship Training, Employer and Labor Services, or
with a State Apprenticeship Agency recognized by the
Office, or if a person is employed in his or her first 90
days of probationary employment as an apprentice in such
an apprenticeship program, who is not individually
registered in the program, but who has been certified by
the Office of Apprenticeship Training, Employer and Labor
Services or a State Apprenticeship Agency (where
appropriate) to be eligible for probationary employment as
an apprentice. The allowable ratio of apprentices to
journeymen on the job site in any craft classification shall
not be greater than the ratio permitted to the contractor as
to the entire work force under the registered program Any
worker listed on a payroll at an apprentice wage rate, who
Previous editions are obsolete
Page 3 of 5
Is not registered or otherwise employed as stated above,
shall be paid not less than the applicable wage rate on the
wage determination for the classification of work actually
performed. In addition, any apprentice performing work on
the job site in excess of the ratio permitted under the
registered program shall be paid not less than the
applicable wage rate on the wage determination for the
work actually performed. Where a contractor is performing
construction on a project in a locality other than that In
which Its program is registered, the ratios and wage rates
(expressed in percentages of the journeyman's hourly
rate) specified in the contractor's or subcontractor's
registered program shall be observed. Every apprentice
must be paid at not less than the rate specified in the
registered program for the apprentice's level of progress,
expressed as a percentage of the journeymen hourly rate
specified in the applicable wage determination.
Apprentices shall be paid fringe benefits in accordance
with the provisions of the apprenticeship program. If the
apprenticeship program does not specify fringe benefits,
apprentices must be paid the full amount of fringe benefits
listed on the wage determination for the applicable
classification. If the Administrator determines that a
different practice prevails for the applicable apprentice
classification, fringes shall be paid in accordance with that
determination. In the event the Office of Apprenticeship
Training, Employer and Labor Services, or a State
Apprenticeship Agency recognized by the Office,
withdraws approval of an apprenticeship program, the
contractor will no longer be permitted to utilize
apprentices at less than the applicable predetermined rate
for the work performed until an acceptable program is
approved.
(l1) Trainees. Except as provided in 29 CFR 5.16,
trainees will not be permitted to work at less than the
predetermined rate for the work performed unless they are
employed pursuant ',to and individually registered in a
program which has received prior approval, evidenced by
formal certification by the U.S. Department of Labor,
Employment and Training Administration. The ratio of
trainees to journeymen on the Job site shall not be greater
than permitted under the plan approved by the
Employment and Training Administration. Every trainee
must be paid at not less than the rate specified in the
approved program for the trainee's level of progress,
expressed as a percentage of the journeyman hourly rate
specified In the applicable wage determination. Trainees
shall be paid fringe benefits in accordance with the
provisions of the trainee program. If the trainee program
does not mention fringe benefits, trainees shall be paid
the full amount of fringe benefits listed on the wage
determination unless the Administrator of the Wage and
Hour Division determines that there is an apprenticeship
program associated with the corresponding journeyman
wage rate on the wage determination which provides for
less than full fringe benefits for apprentices Any
employee listed on the payroll at a trainee rate who is not
registered and participating in a training plan approved by
form HUD-4010 (06/2009)
ref Handbook 1344 1
the Employment and Training Administration shall be paid
not less than the applicable wage rate on the wage
determination for the work actually performed. In addition,
any trainee performing work on the job site in excess of
the ratio permitted under the registered program shall be
paid not less than the applicable wage rate on the wage
determination for the work actually performed. In the
event the Employment and Training Administration
withdraws approval of a training program, the contractor
will no longer be permitted to utilize trainees at less than
the applicable predetermined rate for the work performed
until an acceptable program is approved.
(III) Equal employment opportunity. The utilization of
apprentices, trainees and journeymen under 29 CFR Part 5
shalt be in conformity with the equal employment
opportunity requirements of Executive Order 11246, as
amended, and 29 CFR Part 30.
5, Compliance with Copeland Act requirements. The
contractor shall comply with the requirements of 29 CFR
Part 3 which are incorporated by reference in this contract
6. Subcontracts. The contractor or subcontractor will
insert in any subcontracts the clauses contained in
subparagraphs 1 through 11 in this paragraph A and such
other clauses as HUD or its designee may by appropriate
instructions require, and a copy of the applicable
prevailing wage decision, and also a clause requiring the
subcontractors to include these clauses in any lower tier
subcontracts. The prime contractor shall be responsible
for the compliance by any subcontractor or lower tier
subcontractor with all the contract clauses in this
paragraph.
7. Contract termination; debarment. A breach of the
contract clauses in 29 CFR 5.5 may be grounds for
termination of the contract and for debarment as a
contractor and a subcontractor as provided in 29 CFR
5.12.
8. Compliance with Davis -Bacon and Related Act Requirements.
All rulings and interpretations of the Davis -Bacon and
Related Acts contained In 29 CFR Parts 1, 3, and 5 are
herein incorporated by reference in this contract
9. Disputes concerning labor standards. Disputes
arising out of the labor standards provisions of this
contract shall not be subject to the general disputes
clause of this contract. Such disputes shall be resolved in
accordance with the procedures of the Department of
Labor set forth in 29 CFR Parts 5, 6. and 7. Disputes
within the meaning of this clause include disputes between
the contractor (or any of its subcontractors) and HUD or
its designee, the U S Department of Labor. or the
employees or their representatives
10. (i) Certification of Eligibility. By entering into this
contract the contractor certifies that neither it (nor he or
she) nor any person or firm who has an interest in the
contractor's firm is a person or firm ineligible to be
awarded Government contracts by virtue of Section 3(a) of
the Davis -Bacon Act or 29 CFR 5.12(a)(1) or to be
Previous editions are obsolete
awarded HUD contracts or participate In HUD programs
pursuant to 24 CFR Part 24.
(II) No part of this contract shall be subcontracted to any
person or firm ineligible for award of a Government
contract by virtue of Section 3(a) of the Davis -Bacon Act
or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or
participate in HUD programs pursuant to 24 CFR Part 24.
(III) The penalty for making false statements is prescribed
in the U.S. Criminal Code. 18 U.S.C. 1001. Additionally.
U.S. Criminal Code, Section 1 01 0. Title 18. U.S.C..
"Federal Housing Administration transactions", provides in
part: "Whoever, for the purpose of . . influencing in any
way the action of such Administration makes, utters or
publishes any statement knowing the same to be false
shall be fined not more than $5,000 or imprisoned not
more than two years, or both."
11. Complaints, Proceedings, or Testimony by
Employees. No laborer or mechanic to whom the wage,
salary, or other labor standards provisions of this Contract
are applicable shall be discharged or In any other manner
discriminated against by the Contractor or any
subcontractor because such employee has filed any
complaint or instituted or caused to be instituted any
proceeding or has testified or is about to testify in any
proceeding under or relating to the labor standards
applicable under this Contract to his employer.
B. Contract Work Hours and Safety Standards Act. The
provisions of this paragraph B are applicable where the amount of the
prime contract exceeds $100,000. As used in this paragraph, the
terms "laborers" and "mechanics" include watchmen and guards.
(1) Overtime requirements. No contractor or subcontractor
contracting for any part of the contract work which may require or
involve the employment of laborers or mechanics shall require or
permit any such laborer or mechanic in any workweek in which the
individual is employed on such work to work in excess of 40 hours in
such workweek unless such laborer or mechanic receives
compensation at a rate not less than one and one-half times the basic
rate of pay for all hours worked In excess of 40 hours in such
workweek.
(2) Violation; liability for unpaid wages; liquidated
damages. in the event of any violation of the clause set
forth in subparagraph (1) of this paragraph, the contractor
and any subcontractor responsible therefor shall be liable
for the unpaid wages. In addition, such contractor and
subcontractor shall be liable to the United States (in the
case of work done under contract for the District of
Columbia or a territory, to such District or to such
territory). for liquidated damages. Such liquidated
damages shall be computed with respect to each individual
laborer or mechanic, including watchmen and guards.
employed in violation of the clause set forth in
subparagraph (1) of this paragraph, in the sum of S10 for each
calendar day on which such individual was required or permitted to
work in excess of the standard workweek of 40 hours without payment
of the overtime wages required by the clause set forth in sub
paragraph (1) of this paragraph.
form HUD-4010 (06/2009)
Page 4 of 5 ref Handbook 1344 1
(3) Withholding for unpaid wages and liquidated
damages. HUD or Its designee shall upon Its own action
or upon written request of an authorized representative of
the Department of Labor withhold or cause to be withheld,
from any moneys payable on account of work performed by
the contractor or subcontractor under any such contract or
any other Federal contract with the same prime contract,
or any other Federally -assisted contract subject to the
Contract Work Hours and Safety Standards Act which is
held by the same prime contractor such sums as may be
determined to be necessary to satisfy any liabilities of
such contractor or subcontractor for unpaid wages and
liquidated damages as provided in the clause set forth in
subparagraph (2) of this paragraph.
(4) Subcontracts. The contractor or subcontractor shall
Insert in any subcontracts the clauses set forth In
subparagraph (1) through (4) of this paragraph and also a
clause requiring the subcontractors to include these
clauses in any lower tier subcontracts, The prime
contractor shall be responsible for compliance by any
subcontractor or lower tier subcontractor with the clauses
set forth In subparagraphs (1) through (4) of this
paragraph.
C. Health and Safety. The provisions of this paragraph C are
applicable where the amount of the prime contract exceeds $100,000.
(1) No laborer or mechanic shall be required to work In
surroundings or under working conditions which are
unsanitary, hazardous, or dangerous to his health and
safety as determined under construction safety and health
standards promulgated by the Secretary of Labor by
regulation.
(2) The Contractor shall comply with all regulations
Issued by the Secretary of Labor pursuant to Title 29 Part
1928 and failure to comply may result in imposition of
sanctions pursuant to the Contract Work Hours and Safety
Standards Act, (Public Law 91-54, 83 Stat 96). 40 USC
3701 et seq.
(3) The contractor shall include the provisions of this
paragraph in every subcontract so that such provisions will
be binding on each subcontractor. The contractor shall
take such action with respect to any subcontractor as the
Secretary of Housing and Urban Development or the
Secretary of Labor shall direct as a means of enforcing
such provisions.
Previous editions are obsolete
form HUD-4010 (06/2009)
Page 5 of 5 ref Handbook 1344 I
CERTIFICATION AND ACKNOWLEDGMENT
1 certify that I have read and understand the information regarding my obligations as a Contractor on a project
funded by the United States Department of Housing and Urban Development, which is contained in the preceding
Contract provisions. I understand that, should I have any questions regarding my obligations, 1 will as soon as
possible contact the Fort Worth Housing and Economic Development , Contract Management Division staff member
who is assigned to monitor this Contract.
Contractor:
By:
Title:
37
U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
CERTIFICATION OF BIDDER REGARDING
EQUAL EMPLOYMENT OPPORTUNITY
INSTRUCTIONS
This certification is required pursuant to Executive Order 11246 (30 CFR 12319-25). The implementing rules and
regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors, shall state as
an initial part of the hid or negotiations of the Contract whether they have participated in any previous contract or
subcontract subject to the Equal Opportunity Clause; and, if so, whether they have filed all compliance reports due
under applicable instructions.
Where the certification indicates that the bidder has not filed a compliance report due under applicable instructions,
such bidder shall be required to submit a compliance report within seven calendar days after bid opening. No
contract shall be awarded unless such report is submitted.
CERTIFICATION BY BIDDER
Bidder's Name:
Address and Zip Code:
I. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause.
Yes ❑ No 0 (If answer is yes, identify the most recent contract.)
2. Compliance reports were required to be filed in connection with such contract or subcontract.
Yes 0 No 0
3. Bidder has tiled all compliance reports due under applicable instructions, including SF-100.
Yes 0 No 0
4. If answer to item 3 is "No," please explain in detail on reverse side of this certification.
Certification - The information above is true and complete to the best of my knowledge and belief.
Name and Title of Signer (Please Type)
Signature )ate
38
(3)
U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
CERTIFICATION REGARDING LOBBYING
The undersigned certifies, to the best of his or her knowledge and belief, that:
(I)
No Federal appropriated funds have been paid or will be paid, by or will be paid, by or on behalf of the
undersigned, to any person for influencing or attempting to influence an officer or employee of any agency,
a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in
connection with the awarding of any Federal contract, the raking of any Federal grant, the making of any
Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal,
amendment, or modification of any Federal contract, grant, loan or cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for
influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an
officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal
contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-
LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions.
The undersigned shall require that the language of this certification be included in the award documents for
all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and coopera-
tive agreements) and that all subrecipients shall certify and disclose accordingly,
39
Signature
Title
Date
U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
CERTIFICATE OF OWNER'S ATTORNEY
I, the undersigned, . the duly authorized and acting legal representative of
, do hereby certify as follows:
I have examined the attached Contract(s) and surety bonds and the manner of execution thereof, and I am
of the opinion that each of the aforesaid agreements has been duly executed by the proper parties thereto acting
through their duly authorized representatives; that said representatives have full power and authority to execute said
agreements on behalf of the respective parties named thereon; and that the foregoing agreements constitute valid and
legally binding obligations upon the parties executing the same in accordance with terms, conditions and provisions
thereof.
Signature:
Date:
4(1
U. S. DEPARTMENT OF LABOR
WAGE AND HOUR AND PUBLIC CONTRACTS DIVISIONS
INSTRUCTIONS FOR COMPLETING PAYROLL FORM WH-347
General: 'Hie use of WH-347, payroll form, is not mandatory. This form has been made available for the
convenience of contractors and subcontractors required by their Federal or Federally -aided construction -type
contracts and subcontracts to submit weekly payrolls. Properly filled out, this from will satisfy the requirements of
Regulations, Parts 3 and 5 (29 CFR, Subtitle A), as to payrolls submitted in connection with contracts subject to the
Davis -Bacon and related Acts.
This form meets needs resulting from the amendrnent of the Davis -Bacon Act to include fringe benefits provisions.
Under this amended law, the contractor is required to pay not less than fringe benefits as predetermined by the
Department of Labor, in addition to payment of not less than the predetermined rates. The contractor's obligation to
pay fringe benefits may be met either by payment of the fringes to the various plans, funds, or programs or by
making these payments to the employees as cash in lieu of fringes.
This payroll provides for the contractor's showing on the face of the payroll all monies paid to the employees,
whether as basic rates or as cash in lieu of fringes and provides for the contractor's representation in the statement of
compliance on the rear of the payroll that he is paying to others fringes required by the contract and not paid as cash
in lieu of fringes. Detailed instructions concerning the preparation of the payroll follow:
Contractor or Subcontractor: Fill in your firm's name and check appropriate box.
Address: FiII in your firm's address.
Column 1 - Name. Address. and Social Security Number of Employee: The employee's full name must be shown on
each weekly payroll submitted. The employee's address must also be shown on the payroll covering the first week
in which the employee works on the project. The address need not be shown on subsequent weekly payrolls unless
his address changes. Although not required by Regulations, Parts 3 and 5, space is available in the name and
address section so that Social Security numbers may be listed.
Column 2 - Withholdine Exemptions: This column is merely inserted for the employer's convenience and is not a
requirement of Regulations, Parts 3 and 5.
Column 3 - Work Classifications: List classification descriptive of work actually performed by employees. Consult
classifications and minimum wage schedule set forth in contract specifications. If additional classifications are
deemed necessary, see Contracting Officer or Agency representative. Employee may be shown as having worked in
more than one classification provided accurate breakdown of hours so worked is maintained and shown on
submitted payroll by use of separate line entries.
Column 4 - Hours Worked: On all contracts subject to the Contract Work Hours Standards Act enter as overtime
hours all hours worked in excess of 40 hours a week.
Column 5 - Total: Self -Explanatory.
Column 6 - Rate of Pay. including Fringe Benefits: In straight titne box, list actual hourly rate paid the erployee for
straight time worked plus any cash in lieu of fringes paid the employee. When recording the straight time hourly
rate, any cash paid in lieu of fringes may be shown separately from the basic rate, thus $3.25/.40. This is of
assistance in correctly computing overtime. See "FRINGE BENEFITS" below. In overtime box show overtime
hourly rate paid, plus any cash in lieu of fringes paid the employee. See"FRINGE BENEFITS" below. Payment of
not less than time and one-half the basic or regular rate paid is required for overtime under the Contract Work Hours
Standards Act for 1962. In addition to paying not less than the predetermined rate for the classification in which the
employee works, the contractor shall pay to approved plans, funds, or programs or shall pay as cash in lieu of fringes
amounts predetermined as fringe benefits in the wage decision made part of the contract. See "FRINGE
BENEFITS" below.
FRINGE BENEFITS - Contractors who oav all required fringe benefits,: A contractor who pays fringe benefits to
approved plans, funds or programs in amounts not less than were determined in the applicable wage decision of the
Secretary of Labor shall continue to show on the face of the payroll the basic cash hourly rate and overtime rate paid
to his employees just as he has always done. Such a contractor shall check paragraph 4(a) of the statement on the
reverse of the payroll to indicate that he is also paying to approved plans, funds, or programs not less than the
amount predetermined as fringe benefits for each craf3. Any exceptions shall be noted in Section 4(c).
Contractors who on no fringe benefits: A Contractor who pays no fringe benefits shall pay to the employee, and
insert in the straight time hourly rate column of the payroll, an amount not less than the predetermined rate for each
classification plus the amount of fringe benefits determined for each classification in the applicable wage decision.
Inasmuch as it is not necessary to pay time and a half on cash paid in lieu of fringes, the overtime rate shall be not
less than the sum of the basic predetermined rate, plus the half time premium on basic or regular rate, plus the
required cash in lieu of fringes at the straight time rate. In addition, the contractor shall check paragraph 4(b) of the
statement on the reverse of the payroll to indicate that he is paying fringe benefits in cash directly to his employees.
Any exceptions shall be noted in Section 4(c).
Use of Section 4(c). Exceptions
Any contractor who is making payment to approved plans, funds, or programs in amounts less than the wage
determination requires is obliged to pay the deficiency directly to the employees as cash in lieu of fringes. Any
exceptions to Section 4(a) or 4(b), whichever the contractor may check, shall be entered in Section 4(c). Enter in the
Exception column the craft, and enter in the Explanation column the hourly amount paid the employee as cash in
lieu of fringes and the hourly amount paid to plans, funds, or programs as fringes. The contractor shall pay, and
shall show that he is paying to each such employee for all hours (unless otherwise provided by applicable
determination) worked
Oil Federal or Federally assisted project an amount not less than the predetermined rate plus cash in lieu of fringes as
shown in Section 4(c). The rate paid and amount of cash paid in lieu of fringe benefits per hour should be entered in
column 6 on the payroll. See paragraph on "Contractors Nvho pay no fringe benefits" for computation of overtime
rate.
Column 7 - Gross Amount Earned: linter gross amount earned on this project. If part of the employee's weekly
wage was earned on projects other than the project described on this payroll. enter in column 7 first the amount
earned on the Federal or Federally assisted project and then the gross amount earned during the week on all projects.
thus $63.00i 120.00.
Column 8 - Deductions: Five columns are provided for showing deductions made. If more than five deductions
should be involved, use first 4 columns; show the balance of deductions under "Other" column; show actual total
under " total Deductions" column; and in the attachment to the payroll describe the deductions contained in the
"Other" column. All deductions must he in accordance with the provisions oldie Copeland Act Regulations, 29
43
CFR, Part 3. If the employee worked on other jobs in addition to this project, show actual deductions from his
weekly gross wage, but indicate that deductions are based on his gross wages.
Column 9 - Net Wages Paid for Week: Self-explanatory.
Totals - Space has been left at the bottom of the columns so that totals may he shown lithe contractor so desires.
Statement Required by Regulations. Parts 3 and 5: While this form need not be notarized, the statement on the back
of the payroll is subject to the penalties provided by 18 USC 1001, namely, possible imprisonment for 5 years or
$10,000.00 fine or both. Accordingly, the party signing this required statement should have knowledge of the facts
represented as true.
Space has been provided between items (l) and (2) of the statement for describing any deductions made. If all
deductions rnade are adequately described in the "Deductions" column above, state "See Deductions column in this
payroll". See paragraph entitled "FRINGE BENEFITS" above for instructions concerning filling out paragraph 4 of
the statement.
14
WEATHERIZATION ASSISTANCE PROGRAM AMERICAN RECOVERY REINVESTMENT ACT
WAP/ARRA
CERTIFICATE FROM CONTRACTOR APPOINTING OFFICER OR EMPLOYEE
TO SUPERVISE PAYMENT OF EMPLOYEES
Project Name
Location
Date
Project No.
(I) (We) hereby certify that (I am) (we are) (the prime contractor) (a subcontractor) for
(Specify "General Construction", "Plumbing", "Rooting", etc)
in connection with construction of the above -mentioned Project, and that (I) (we) have appointed
whose signature appears below, to supervise the payment of (my) (our) employees beginning
, 20 ; that he/she is in a position to have full knowledge of the facts set forth in the payroll documents and in the
statement of compliance required by the so-called Kick -Back Statute which he/she is to execute with (my) (our) full
authority and approval until such time as (I) (we) submit to
a new
certificate appointing some other person for the purposes hereinabove stated.
1 understand that 1 (Owner of the company) will be held accountable and liable for all certified payroll submitted by
Company Name
(Identifying Signature of Appointee)
Attest (if required):
(Name of Firm or Corporation)
(Signature)
(Title)
(Signature) —
(Title)
NOTE,: fhis certificate must be executed by an authorized officer ()la corporation, by a member of a partnership. or
the sole owner and shall be executed prior to and be submitted with the first payroll. Should the appointee be
changed, a new certificate must accompany the first payroll for which the new appointee executes a statement of
compliance required by the Kick -Back Statute.
15
J S ; LPARTMENT OF LABOR
WAGE AND HOUR vISION
Name of Contractor 0 Or Subcontractor ❑
PAYROLL NO
NAME ADDRESS ANC)
SOCIAL SECURnY NUMBER
OF EMPLOYEE
PAYROLL Form Approved
Budget From No. 44 B1093
(For Contractor's Optional Use, See Instruction Form WH-347 Inst.)
Address
FOR WEEK ENDING PROJECT AND LOCATION
-2 (3) 0 (4) DAY AND DATE
T
nrarv�..
WORK 0
CLASSIFICATION R
S
T
S
0
HOURS WORKED EACH DAY
0
S
0
S
0
s
0
S
PROJECT OR CONTRACT NO
(51 (6) (7) (8) DEDUCTIONS (9)
FICA WITH- OTHER TOTAL NETTOTAL RATE GROSS HOLDING DEDUCTIONS
HOURS OF AMOUNT TAX WAGES
PAY EARNED PAID FOR
WEEK
OMB# 2501-0007 DALrDAO-I340.3/2
47
Date
U. S DEPARTMENT OF LABOR
WAGE AND HOUR AND PUBLIC
CONTRACTS DIVISIONS
STATEMENT OF COMPLIANCE
do hereby state:
(Name of signatory party) (Title)
(I) That I pay or supervise the payment of the persons employed by
subcontractor/
on the ; that during the payroll period cmmencing on the ..... day of
(Building or work)
20 and ending the day , 20 , all persons emplceied on said
project have been paid the full weekly wages earned, th3t no rebates nave been er will be made eirher directly
or
indirerrly I' Cr ir benalf of said
.Cantracr,ar gr subcontractor/
from the full weekly wages earned by an/ 1..ersar, ipd trot Jedictinps tia,e beer made either Alf9,t1y
indira-tly fr,m the tnli by i-y "sar R' APfl,`,1 'r
Regulatinns, Part 3 .24 -FP ,,,un'itle A, issued Py tPo :iber updor :'cpelard Act, -is imorded
'4R Stat.04 3 r: 3 St A! 0, St 1' . RO; it;t . 46 , Jes. r bed be 1 w
,arm Approved
Budget Bureau No. 44-R10(.0
(Contractor ar
That any payrolls otherwise under this contract required tr be snhmitted fnr the ahoy, perioc Are
correct and complete; liflot the wage rates for laborer or mechanics ccntained therein are not less than thC
applicable wage rates contained in any wage aelorminatiop incorporated int. tne contract: that the
classifications set forth therein for each laborer or mechanic conform, with rhe work he pertormed.
(3i That any apprentices employed in the above period are duly registered in a bona fide apprenticeship
program registered with a State apprenticeship agency recognized by the Bureau nf Apprenticeship and Training,
United States Department of Lab,ir, or if no such recognized agency exists in a State, Are registered with rho
Bureau of Apprenticeship and Training, United States Department of Leber.
(4 That;
(a/ WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR 1RO:3RAMS
0 n addition r tne basic hourly wage rates paid ro each laborer or mechanic listed in
the above referenced payr:ll, payments of fringe benefits as listed In the cortract
have been er will he made to appropriate pr.'igrama tot the benefit ,f such OPTICyc
,0.5,
except as noted 3 0 Sect i 12 0.131 w
,b) WHERE FRIAV,E BENEFITS ARZ pmr :N
0 Each laborer or me,:hanic 1;sted In the ah-vo ;er»,'; I:p.,rc1pa:, been p,i i as
!ndicted thR 1,0 'flAn lho ippli:able
hourly wage rio p:as tbe tf 'he required fri-go ben' :i'tC,1 in
contract, exrept As noId i socticn
(c) EXCEPTIONS
EXCEPTION ;Craft)
Remarks
Name and Title Siqnature
EXPLANAT:ON
*EMPLOYEES STATEMENT OF WORK VERIFICATION
The undersigned hereby certifies that he has engaged in the following work
classifications for the payroll week beginning
and ending
(Date)
, and was employed by
(Date) (Name of Company)
WORK S
CLASSIFICATION
TOTALS
(Employee's Signature)
M T
WI TH
F SAT
TOTAL RATE OF
HOURS PAY
GROSS
PAY
`This information is required when an employee is used in more than one classification during any payroll
period; for example, Carpenter for part of a day or week, and laborer or other classification for the
remainder of the time and is paid different rates of pay for each classification. If the employee is paid the
higher rate(s) for all work performed, this form is not required.
5i)
Payroll Deduction Authorization
This is the authorization to the to deduct from my paycheck $
This is for item number:
REPAYMENT OF:
1. Loan 7. Credit Union
2. Retirement 8. Profit Sharing
3. Advance on Wages 9. Donations to Agencies
4. Savings 10. Insurance Premiums
5. Savings Bonds 11. Union Dues
6. Uniforms 12.
*This deduction is to be made:
CHECK APPROPRIATE BOX
Date:
Employee's Signature:
Printed or Typed Name:
Project Name and Number:
❑ One time only
❑ Weekly
❑ Bi-weekly
❑ For weeks
U. S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
COMMUNITY DEVELOPMENT BLOCK GRANT INPUT
SUBCONTRACTOR'S CERTIFICATION
CONCERNING LABOR STANDARDS AND PREVAILING WAGE REQUIREMENTS
YiYtlYI11Yh,'LY{WIuYI IIII.IIaY11d1411Y1dYotlYI.YIYY1,4oaJ1ldWIllYlulu„IIJNmHJItlWYuI,I:INIII6d1.,,i1iW11,IW I1Y118u1106e.uomniluNguWoIa YI IdmIllu.lulul II II u„en 11 u1,ul 1. III I uhuuu YJ ea1 I'LI I1iII1w II1I Ia Ii111,m1,H6u1 1111o111W 11 a 11 o IN ILJWWII,UUli11i 11111411 1 111, IIIIIIIIIIIIlo I1111I11 u111111u1Y1 IOIWlIiI lwli4li
To (Appropriate Recipient)
C/O
1 The undersigned, having executed a contract with
for
Date
Project Number (If any)
Project Name
(Name of Contractor or Subcontractor)
(Nature of Work)
In the amount of $
In the construction of the above -identified project, certifies that:
(a)
The Labor Standards Provisions of The Contract for Construction are included in the
aforesaid contract.
(b) Neither he nor any firm, corporation, partnership, or association in which he has a
substantial Interest is designated as an ineligible contractor by the Comptroller General of
the United States pursuant to Section 5.6(b) of the Regulations of the Secretary of Labor,
part 5 (29 CFR, Part 5), or pursuant to Section 3(a) of the Davis -Bacon Act, as amended
(40 U.S.C. 276a-(a)).
(c) No part of the aforementioned contract has been or will be subcontracted to any
subcontractor if such subcontractor or any firm, corporation, partnership or association in
which such subcontractor has a substantial interest is designated as an ineligible
contractor pursuant to the aforesaid regulatory or statutory provisions.
2. He agrees to obtain and forward to the contractor, for transmittal to the recipient, within ten days
after the execution of any lower subcontract, a Subcontractor's Certification Concerning Labor
Standards and Prevailing Wage Requirements, executed by the lower tier subcontractor, in
duplicate.
(a) The workmen will report for duty on or about
(Nature of work)
In the amount of $
3 He certifies that
(a) The legal name and the business address of the undersigned are
(b) The undersigned is:
52
(1) A Single Proprietorship: (3) A Corporation Organized in the State of:
(2) A Partnership: (4) Other Organization (Describe)
(c) The name, title and address of the owner, partners or officers of the undersigned are:
1 Name Title Address
(d) The names and addresses of all other persons, both natural and corporate, having a substantial interest in the
undersigned, and the nature of the interes• are (If none, so state):
Name Address
Nature of Interest
(e) The names, addresses and trade classifications of all other building construction contractors in which the
undersigned has a substantial interest are (if none, so state):
Name
Sy
Address Nature of Interest
(Subcontractor)
(Signature) (Typed Name and Title)
WARNING
U. S. Crimnal Code, Section 1010, Title 18, U.S.C, Provides in part: "Whoever ... makes, passes, alters,
or publishes any statement, knowing the same to be false .,. shall be fined not more than $5,000 or
imprisioned not more than two years, or both."
tii
000515-1
ADDENDA
Page 1 of 1
1 SECTION 00 05 15
2 ADDENDA No. 1
3
4 The contract and documents for this project are hereby revised or amended to clarify the
5 following:
6
7 Specification Section 00 41 00 - Bid Form
8
9 4.1 "Time of Completion - the work will be complete for final acceptance within 54
10 calendar days" shall be changed to 120 calendar days.
11
12 Specification Section 00 52 43 - Agreement
13
14 3.2 "Final Acceptance - the work will be complete for final acceptance within 54 days after
15 the date when the Contract Time commences" shall be changed to 120 calendar days.
16
17
18 Please acknowledge receipt of this addendum by signing and inserting into your proposal at the
19 time of bidding. Failure to return a signed copy of this addendum may be grounds for rendering
20 the bid as nonresponsive.
21
22 Receipt Acknowledges:
23
24
25
26 By: � -ems _ By:
27
28
29
30
31
32
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION IOUM1:'TS
Revved July I.201 1
CITY OF FORT ORTH
IiMAC Surface C)verlay (2012-14) CDBG
01927
00 05 15 -1
ADDENDA
Page 1 of 1
1 SECTION 00 45 12
2 ADDENDA No.2
3
4 The contract and documents for this project are hereby revised or amended to clarify the
5 following:
6
7 Specification Section 00 45 12—Prequalification Statement
8
9 "Major Work Type" The only prequalifying item for this contract is Hot Mix Asphaltic
10 Concrete Surface Overlay (HMAC) Heavy Maintenance and all items directly associated
11 with the paving ; and therefore, all other major work type listed shall be disregarded.
12
13
14 Please acknowledge receipt of this addendum by signing and inserting into your proposal at the
15 time of bidding. Failure to return a signed copy of this addendum may be grounds for rendering
16 the bid as nonresponsive.
17
18 Receipt Acknowledges:
19
20
21
22 By: C',2yti�/ /� By:
23
24
25
26
27
28
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
CITY OF FORT WORTH
HMAC Surface Overlay (2012-14) CMG
01927
00 35 13
BID FORM
Page 1 of 1
SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAVIT
Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also
referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the
attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS
Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City
Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also
be downloaded from the website links provided below.
http://www.ethics.state.tx.us/forms/CIQ.pdf
htto://www.ethics.state.bcus/forms/CIS.Ddf
O CIQ Form is on file with City Secretary
❑ CIQ Form is being provided to the City Secretary
• CIS Form is on File with City Secretary
❑ CIS Form is being provided to the City Secretary
BIDDER:
JLB Contracting, LLC
PO Box 24131
Fort Worth, Texas 76124
END OF SECTION
By: James G Humphrey
Signature: _
Title: CEO
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
-(MAC 2012-14 Proposal Add2
SECTION 00 41 00
BID FORM
TO: The City Manager
c/o: The Purchasing Department
1000 Throckmorton Street
City of Fort Worth, Texas 76102
FOR:
City Project No.:
Units/Sections:
1. Enter Into Agreement
HMAC SURFACE OVERLAY (2012-14) CDBG
MULTIPLE LOCATIONS
1927
PAVEMENT IMPROVEMENT
00 41 00
BID FORM
Page 1 of 3
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the
Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within
the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and
INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid
insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or
entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization,
or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the
purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding
process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to
deprive City of the benefits of free and open competition.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the
knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels.
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property
to influence their participation in the bidding process or affect the execution of the Contract.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
HMAC 2012-14 Proposal Add2
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. RoadBond EN 1 Application
c. HMAC surface overlay
d. Removal and replacement of curb & gutter, driveways, ADA Ramps, sidewalk, and etc.
4. Time of Completion
00 41 00
BID FORM
Page 2 of 3
4.1. The Work will be complete for Final Acceptance within 120 calendar days after the date when
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
*If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space
provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the
bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to
verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities
shown in this proposal and then totaling all of the extended amounts.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
HMAC 2012-14 Proposal Add2
00 41 00
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> $855,322.10
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 $855,322.10
7. Bid Submittal
This Bid is submitted on Thursday, November 15, 2012 by the entity named below.
Respectfully submitted, Receipt is acknowledged of Initial
the following Addenda:
By: C}'r---' -1 .! < 'Addendum No. 1: �'
(Signature) (Addendum No. 2: cr--Igo- -
(Addendum No. 3:
(Addendum No. 4:
1
James G Humphrey
(Printed Name)
Title: CEO
Company: JLB Contracting, LLC
Address: PO Box 24131
Fort Worth, Texas 76124
State of Incorporation:
Email:
Phone: 817-261-2991
Texas
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327
Corporate Seal:
HMAC 2012-14 Proposal Add2
SECTION 00 42 43
PROPOSAL FORM
00 42 43
BID PROPOSAL
Page 1 of 1
UNIT PRICE BID Bidder's Application
Project Item Information
Bidlist Item
No. Description
1 9999.0000 Remove / Replace Sidewalk
2 3213.0301 4" Concrete Sidewalk
3 9999.0000 Remove / Replace Concrete Curb and Gutter
4 3216.0102 7" Curb & Gutter
5 9999.0000 6" Remove/ Replace Concrete Driveway
6 3213.0401 6" Concrete Driveway
7 9999.0000 Remove / Replace existing ramps with standard ADA
8 9999.0000 New ADA ramps (with detectable warning dome -tile
9 3305.0108 Miscellaneous Structure Adjustment (10' Storm Drain
10 9999.0000 Remove/Replace Concrete Valley Gutter
11 3216.0301 6" Valley Gutter
12 3124.0101 Crushed Limestone
13 3211.0600 Cement Modification (13lbs./sy)
14 3123.0101 Unclassified Excavation
15 3212.0302 2" Asphalt Pavement Type D
16 9999.0000 Painting House Addresses
17 3292.0100 Block Sod Placement
Specification
Section No.
02 41 13
32 13 20
02 41 15
32 16 13
02 41 13
32 13 20
02 41 13
Inlet 33 05 14
02 41 15
32 16 13
31 24 00
32 11 33
31 23 16
32 12 16
18 3305.0107 Manhole Adjustments (w/ Steel Risers)
19 3305.0107 Miscellaneous Structure Adjustment (Water Meter Box)
20 3305.0108 Miscellaneous Adjustments (Utilities)
21 3305.0112 Water Valve Box Adjustment (w/ Concrete Collars)
22 3305.0112 Manhole Adjustments (w/ Concrete Collars)
23 0241.1700 8" Pavement Pulverization
24 9999.0000 RoadBond EN 1 Soil Stabilizer
25 9999.0000 Remove/Replace 30' HMAC Speed Cushion (w/ stripping)
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
32 92 13
33 05 17
33 05 14
00 05 08
33 05 17
33 05 17
02 41 15
Bid Summary
Base Bid
Alternate Bid
Deductive Alternate Bid
Additive Alternate Bid
Unit of
Measure
SF
SF
LF
LF
SF
SF
EA
EA
EA
SY
SY
CY
TN
CY
SY
EA
SY
EA
EA
LS
EA
EA
SY
GA
EA
Bidders Proposal
Bid Quantity Unit Price
5820
11510
8110
2000
Bid Value
$5.20 $30,264.00
$4.30 $49,493.00
$25.90 $210,049.00
$24.85 $49,700.00
10970 $6.45
1050 $6.45
20 $860.00
8 $860.00
2 $3,120.00
50 $95.00
640 $91.70
100 $52.55
122 $101.00
405 $29.00
18690
138
1310
6
24
2
5
18690
150
$70,756.50
$6,772.50
$17,200.00
$6,880.00
$6,240.00
$4,750.00
$58,688.00
$5,255.00
$12,322,00
$11,745.00
$10.71 $200,169.90
$11.00 $1,518.00
$5.40 $7,074.00
$265.00 $1,590.00
$40.00 $960.00
$6,000.00 $6,000.00
$280.00 $560.00
$515.00 $2,575.00
$3.58 $66,910.20
$170.00 $25,500.00
1 $2,350.00 $2,350.00
Total Base Bid $855,322.10
Total Alternate Bidl
Total Deductive Alternate Bid!
Total Additive Alternate Bid
Total Bid' $855,322.101
HMAC 2012-14 Proposal Add2
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction,
improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the
same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a
comparable contract in the State which the nonresident's principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders
must check the box in Section B.
A. Nonresident bidders in the State of 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 , 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. El
BIDDER:
JLB Contracting, LLC By: James G Humphrey
PO Box 24131
Fort Worth, Texas 76124
Title: CEO
Date:
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627
(Signature)
HMAC 2012-14 Proposal Add2
00 45 12
BID FORM
Page 1 of 1
SECTION 00 45 12
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type Contractor/Subcontractor Company Name
Pavement pulverization and
stabilization
RoadBond EN 1 Application
HMAC surface overlay
Removal and replacement of
curb & gutter, driveways, ADA
Ramps, sidewalk, and etc.
Prequalification
Expiration Date
JLB Contracting, LLC 1/4/2013
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
JLB Contracting, LLC By: James G Humphrey
PO Box 24131 �,- ✓ e�
(Signature)
Fort Worth, Texas 76124
END OF SECTION
Title: CEO
Date: (t / / t®/c •-)_
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
HMAC 2012-14 Proposal Add2
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:
11 ''//
12 .J.i& tD4/77 , Wrme,,�, L� By: JAMLs`S a. HGm7N/2L V
13 Company (Please Print)
14
15 -PO 3 o x 4031 Signature: � ,�, �-✓ "''
16 Address
17 ll
18 ra 2T w0 2f// , Tx Title? CI- ?p,e6,-616r54'7
19 City/State/Zip (Please Print)
20
21
22 THE STATE OF TEXAS §
23
24 COUNTY OF TARRANT §
25
26 BEFORE ME,/�;he undersigned authority, on this day personally appeared
27 JIItnL�g (1. UmPH2E/ , known to me to be the person whose name is
28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as
29 the act and deed of .._T',G 6 emir-MCl/Ng, LA,C for the purposes and
30 consideration therein expressed and in the capacity therein stated.
31
32
33
34
35
36
37
38
39
40
GIVEN UNDER MY HAND AND SEAL OF OFFICE this .9/ 7 day of
�Lltvo/1 R ✓ , 2013.
Nota
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Public in a
d for the State of Texas
UNDA OLIPHANT
NOTAs.,
STATE OF TEXA,.
MY COMM, EX!? 3.10-2C
City of Fort Worth
Minority Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal may be
applicable. If the total dollar value of the contract is $50,000 or less, then an MBE subcontracting goal is not
applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises
(MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current
Business Diversity Enterprise Ordinance applies to this bid.
The City's MBE goal on this project is
MBE PROJECT GOALS
% of the total bid (Base bid applies to Parks and Community Services).
Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must
submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are required to comply
with the intent of the City's Business Diversity Enterprise Ordinance by one of the following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or;
3. Good Faith Effort documentation, or;
4. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in order
for the entire bid to be considered responsive to the specifications. The Offeror shall deliver the MBE documentation in
person to the appropriate employee of the managing department and obtain a date/time receipt. Such receipt shall be
evidence that the City received the documentation in the time allocated. A faxed, copy;w,ill not be accepted.
1. Subcontractor Utilization Form, if goal is
met or exceeded:
2. Good Faith Effort and Subcontractor
Utilization Form, if participation is less than
stated goal:
3. Good Faith Effort and Subcontractor
Utilization Form, if no MBE participation:
4. Prime Contractor Waiver Form, if you will
perform all subcontracting/supplier work:
5. Joint Venture Form, if utilize a joint venture
to met or exceed goal.
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
received by 5:00 p.m.; five. (5) City business days after the bid
opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the bid
opening date, exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN
THE BID BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS
Any questions, please contact the M/WBE Office at (817) 212-2674.
Rev. 5/30/12
1
2
SECTION 00 52 43
AGREEMENT
005243-1
Agreement
Page 1 of 4
3
4 THIS AGREEMENT, authorized on January 8.2013 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 SSURFACE OVERLAY (2012-14) CDBG
17 01927 _
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 54 days after the date when the
24 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that City will
27 suffer financial loss if the Work is not completed within the times specified in Paragraph
28 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
29 General Conditions. The Contractor also recognizes the delays, expense and difficulties
30 involved in proving in a legal proceeding the actual loss suffered by the City if the Work
31 is not completed on time. Accordingly, instead of requiring any such proof , Contractor
32 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
33 City Six Hundred and Fifty Dollars ($650.00) for each day that expires after the time
34 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
35 Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
OFFICIAL RECU O
CITY SECRETARY
FT. 01011TH9 TX
HMAC Surface Overlay (2012-14)
01927
00 52 43 - 2
Agreement
Page 2 of 4
36 Article 4. CONTRACT PRICE
37 City agrees to pay Contractor for performance of the Work in accordance with the Contract
38 Documents an amount in current funds of EIGHT HUNDRED FIFTY FIVE THOUSAND
39 THREE HUNDRED TWENTY TWO DOLLARS AND TEN CENTS (8855.322.101.
40 Article 5. CONTRACT DOCUMENTS
41 5.1 CONTENTS:
42 A. The Contract Documents which comprise the entire agreement between City and
43 Contractor concerning the Work consist of the following:
44 1. This Agreement.
45 2. Attachments to this Agreement:
46 a. Bid Form
47 1) Proposal Form
48 2) Vendor Compliance to State Law Non -Resident Bidder
49 3) Prequalification Statement
50 4) State and Federal documents (project specific)
51 b. Current Prevailing Wage Rate Table
52 c. Insurance ACORD Form(s)
53 d. Payment Bond
54 e. Performance Bond
55 f. Maintenance Bond
56 g. Power of Attorney for the Bonds
57 h. Worker's Compensation Affidavit
58 i. MBE and/or SBE Commitment Form
59 3. General Conditions.
60 4. Supplementary Conditions.
61 5. Specifications specifically made a part of the Contract Documents by attachment
62 or, if not attached, as incorporated by reference and described in the Table of
63 Contents of the Project's Contract Documents.
64 6. Drawings.
65 7. Addenda.
66 8. Documentation submitted by Contractor prior to Notice of Award.
67 9. The following which may be delivered or issued after the Effective Date of the
68 Agreement and, if issued, become an incorporated part of the Contract Documents:
69 a. Notice to Proceed.
70 b. Field Orders.
71 c. Change Orders.
72 d. Letter of Final Acceptance.
73
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
OFFICIAL RETARD
calf SECRE
RY
I FT. WORM, G`
HMAC Surface Overlay (2012-14)
01927
005243-3
Agreement
Page 3 of 4
74 Article 6. INDEMNIFICATION
75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
76 expense, the city, its officers, servants and employees, from and against any and all
77 claims arising out of, or alleged to arise out of, the work and services to be performed
78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
79 under this contract. This indemnification provision is snecificallv intended to operate
80 and be effective even if it is alleged or proven that all or some of the damages being
81 sought were caused. in whole or in part. bv anv act. omission or negligence of the city.
82 This indemnity provision is intended to include, without limitation, indemnity for
83 costs, expenses and legal fees incurred by the city in defending against such claims and
84 causes of actions.
85
86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
87 the city, its officers, servants and employees, from and against any and all loss, damage
88 or destruction of property of the city, arising out of, or alleged to arise out of, the work
89 and services to be performed by the contractor, its officers, agents, employees,
90 subcontractors, licensees or invitees under this contract. This indemnification
91 provision is snecificallv intended to operate and be effective even if it is alleged or
92 proven that all or some of the damages being sought were caused. in whole or in part.
93 bv anv act, omission or negligence of the city.
94
95 Article 7. MISCELLANEOUS
96 7.1 Terms.
97 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
98 have the meanings indicated in the General Conditions.
99 7.2 Assignment of Contract.
100 This Agreement, including all of the Contract Documents may not be assigned by the
101 Contractor without the advanced express written consent of the City.
102 7.3 Successors and Assigns.
103 City and Contractor each binds itself, its partners, successors, assigns and legal
104 representatives to the other party hereto, in respect to all covenants, agreements and
105 obligations contained in the Contract Documents.
106 7.4 Severability.
107 Any provision or part of the Contract Documents held to be unconstitutional, void or
108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
109 remaining provisions shall continue to be valid and binding upon CITY and
110 CONTRACTOR.
111 7.5 Governing Law and Venue.
112 This Agreement, including all of the Contract Documents is performable in the State of
113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
114 Northern District of Texas, Fort Worth Division.
CUT( RIE4'ClitE116AW,
CITY OF FORT WORTH Jkl&C Sunkee Overlay (2012-14)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS l�Pltg. iC vd < 01927
Revised August 17, 2012
00 52 43 - 4
Agreement
Page 4 of 4
115 7.6 Other Provisions.
116 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
117 classified, promulgated and set out by the City, a copy of which is attached hereto and
118 made a part hereof the same as if it were copied verbatim herein.
119 7.7 Authority to Sign.
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
120
121
122
123 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in
124 counterparts.
125
126 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
127
128
129
130
131
132
133
134
135
136
Contractor:
12,6 G10A/IR/MT/x/6,, LLC
By:
(Signature)
311h,Es a. /41 mpgie. `j
(Printed Name)
Title:6p, V/6/ Pk 1 'D c r
Address: lam` O 73 a X,t 4 (S1
City/State/Zip: Fa itr lucizr ,TX 7Z,/2 «
City of Fort Worth
Date
Attest:
City Sdcre"tary
(Seal)
Fernando Costa
Assistant City Manager
OAT
M&C C-Z6o35`
Date: / 3 , 13
Date Douglas W. Black
Assistant City Attorney
APPROVAL RECOMMENDED:
Douglas Wiersig, P.E.
DIRECT
Transportation & Public Works
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 17, 2012
OFFICIAL RECORD
CITY SECRETARY
FTC WORT 9 TX
multiple
C Surface Overlay (2012-14)
01927
1
2
SECTION 00 61 13
PERFORMANCE BOND
006113-1
PERFORMANCE BOND
Page 1 of 2
Bond No. 6067182
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, JLB Contracting, LLC
, known as "Principal" herein and
8 Westfield Insurance Company , a corporate surety(sureties, if more than one) duly
9 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more),
10 are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant
11 to the laws of Texas, known as "City" herein, in the penal sum of, Eiaht Hundred Fiftv-Five
12 Thousand, Three Hundred Twentv-Two Dollars & Ten Cents Dollars ($855,322.10), lawful
13 money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of
14 which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators,
15 successors and assigns, jointly and severally, firmly by these presents.
16 WHEREAS, the Principal has entered into a certain written contract with the City
17 awarded the 8`I' day of January , 20 13 , which Contract is hereby referred to and made a part
18 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and
19 other accessories defined by law, in the prosecution of the Work, including any Change Orders,
20 as provided for in said Contract designated as HMAC SURFACE OVERLAY (2012-14), 01927.
21 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
22 shall faithfully perform it obligations under the Contract and shall in all respects duly and
23 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
24 specifications, and contract documents therein referred to, and as well during any period of
25 extension of the Contract that may be granted on the part of the City, then this obligation shall be
26 and become null and void, otherwise to remain in full force and effect.
27 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
28 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
29 Worth Division.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
01927
00 61 13 - 2
PERFORMANCE BOND
Page 2 of 2
Bond No. 6067182
1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statue.
4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the 29`h day of January , 20 13 .
6 PRINCIPAL:
7
8
9
10
11
12 ATTEST:
13
14
15
16
17
18
19
20
21 Wi ss as to Principal
22
23
24
25
26 BY:
27 ignatufe r
28
29
30
31
32
33
34
35 4,L _},AaAir'
36 Witness h to Surety Elizabeth Gra
37
38
39
40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
41 from the by-laws showing that this person has authority to sign such obligation. If
42 Surety's physical address is different from its mailing address, both must be provided.
43 The date of the bond shall not be prior to the date the Contract is awarded.
rin
pal) Secretary
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
JLB CONTRACTING, LLC
BY:
uSignature
4. Hdgb>/-/.ge-)/J` i//6 )DXL SJ?S64i%
Name and Title
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
Kvle W. Sweeney, Attornev-
Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
HMAC SURFACE OVERLAY (2012-14)
01927
00 61 14 - 1
PAYMENT BOND
Page 1 of 2
Bond No. 6067182
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 That we, JLB Contracting, LLC known as
8 "Principal" herein, and Westfield Insurance Company a corporate
9 surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein
10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the
12 penal sum of Eight Hundred Fifty -Five Thousand, Three Hundred Twentv-Two Dollars & Ten
13 Cents Dollars ($855,322.10), lawful money of the United States, to be paid in Fort Worth, Tarrant
14 County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our
15 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
16 presents:
17 WHEREAS, Principal has entered into a certain written Contract with City, awarded
18 the 8th day of January . 20 13 , which Contract is hereby referred to and made a part hereof
19 for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other
20 accessories as defined by law, in the prosecution of the Work as provided for in said Contract and
21 designated as HMAC SURFACE OVERLAY (2012-14), 01927.
22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
26 force and effect.
27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
29 accordance with the provisions of said statute.
30
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
01927
00 61 14 - 2
PAYMENT BOND
Page 2 of 2
Bond No. 6067182
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 29'1' day of January , 20 13 .
3
ATTEST:
/ .
Principal) Se
PRINCIPAL:
JLB CONTRACTING, LLC
BY:
SignAture
Name and Title
Address: P.O. Box 24131
Fort Worth, Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
ATTEST: BY:
ture
(Surety) Secretary
Witness as'to Surety Elizabeth
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.
1
Kyle W. Sweeney . Attorney -in -Fact
Name and Title
Address: 555 Republic Drive. Suite 450
Plano. Texas 75074
Telephone Number: 972-516-2600
10
11
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
01927
00 61 19 - 1
MAINTENANCE BOND
Page 1 of 3
Bond No. 6067182
1
2
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 Comnanv , a corporate surety
10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as
11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a
12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein,
13 in the sum of Eight Hundred Fifty -Five Thousand. Three Hundred Twentv-Two Dollars & Ten
14 Cents Dollars ($855,322.10), lawful money of the United States, to be paid in Fort Worth, Tarrant
15 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 8th day of January , 20 13 , 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 (2012-14), 01927; 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
SECTION 00 61 19
MAINTENANCE BOND
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
01927
00 61 19 -2
MAINTENANCE BOND
Page 2 of 3
Bond No. 6067182
1 NOW THEREFORE, the condition of this obligation is such that if Principal shall
2 remedy any defective Work, for which timely notice was provided by City, to a completion
3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in
4 full force and effect.
5
6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to
8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
9 the Surety under this Maintenance bond; and
10
11 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
12 Tarrant County, Texas or the United States District Court for the 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
01927
00 61 19 -3
MAINTENANCE BOND
Page 3 of 3
Bond No. 6067182
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 29th day of January , 20 13 .
3
4
5
6
7
8
9
10 ATTEST;
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28 ATTEST:
29
30
31 (Surety) Secretary
32
33
34 Witness(asho Surety Elizabeth Gray
35
36
37
38
39
40
(Principal) Secretary
Wi � as to Prin> ipal
PRINCIPAL:
JLB CONTRACTING. LLC
BY:
c Signature
JAmb 5 a. doNger7 4.6- &s/ wr-
Name and Tit1O
Address: P.O. Box 24131
Fort Worth. Texas 76124
SURETY:
WESTFIELD INSURANCE COMPANY
BY:
Kyle W. Sweeney, Attornev-in-Fact
Name and Title i
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Telephone Number: 972-516-2600
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURF.i,CI OVERLAY (2012-14)
01927
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Westfield Insurance Company's
and/or Ohio Farmers Insurance Company's
toll -free telephone number for information or to
make a complaint at:
1-800-368-3597
You may also write to Westfield Insurance
Company and/or Ohio Farmers Insurance
Company at:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
You may contact the Texas Department of
Insurance to obtain information on
companies, coverages, rights or complaints
at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtectionCa�tdi.state.tx.us,
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should
contact the agent or Westfield Insurance
Company and/or Ohio Farmers Insurance
Comapny first. If the dispute is not resolved,
you may contact the Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR
POLICY: This notice is for information only
and does not become a part or condition of
the attached document.
AVISO IMPORTANTE
Para obtener informacion o para someter una
queja:
Usted puede Ilamar al numero de telefono gratis de
Westfield Insurance Company's / Ohio Farmers
Insurance Company's para informacion o para
someter una queja al:
1-800-368-3597
Usted tambien puede escribir a Westfield Insurance
Company / Ohio Farmers Insurance Company:
555 Republic Drive, Suite 450
Plano, Texas 75074-8848
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion acerca
de companias, coberturas, derechos o quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection cz.tdi.state.tx.us,
DISPUTAS SOBRE PRIMAS 0 RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente o
Westfield Insurance Company / Ohio Farmers
Insurance Company primero. Si no se resuelve la
disputa, puede entonces comunicarse con el
departamento (TOI).
UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adjunto.
Pt -MCI( NNU IJJUtU F'KIUK I U U4f4Wll, I -OR ANY PERSON OR PtKJUNJ IVNMCU DLLUvr.
POWER NO. 4220052 06
General Power Westfield Insurance Co.
of Attorney Westfield National Insurance Co.
Ohio Farmers Insurance Co.
Westfield Center, Ohio
CERTIFIED COPY
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 Attorney(s)-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 .
Corporate SYRQ
Seals Alle...•«.,sQF
ls
Affixed ems• .� 0
(� xY
State of Ohio
County of Medina ss.:
4
gs,......,,..
,itoRTERrow
t. 184e .41
s
WESTFIELD INSURANCE COMPANY
WESTFIELD NATIONAL INSURANCE COMPANY
OHIO FARMERS INSURANCE COMPANY
By:
Richard L. Kinnaird, Jr., National Surety Leader and
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
State of Ohio
County of Medina ss.:
William J. Kahelin, Ayt?brney at Law, Notary Public
My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code)
I, 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, 1 have hereunto set my hand and affixed the seals
A.D., •
"oNN,NJaTZI *N, .
�" n1 SEAL m is
•
T o3
3\ 184e•
of said Companies at Westfield Center, Ohio, this day of
Frank A. Carrinu, Secretary
4
29th
Secretary
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
Article 2 — Preliminary Matters 7
2.01 Copies of Documents 7
2.02 Commencement of Contract Time; Notice to Proceed 7
2.03 Starting the Work 8
2.04 Before Starting Construction 8
2.05 Preconstruction Conference 8
2.06 Public Meeting 8
2.07 Initial Acceptance of Schedules 8
Article 3 — Contract Documents: Intent, Amending, Reuse 8
3.01 Intent 8
3.02 Reference Standards 9
3.03 Reporting and Resolving Discrepancies 9
3.04 Amending and Supplementing Contract Documents 10
3.05 Reuse of Documents 10
3.06 Electronic Data 11
Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points 11
4.01 Availability of Lands 11
4.02 Subsurface and Physical Conditions 12
4.03 Differing Subsurface or Physical Conditions 12
4.04 Underground Facilities 13
4.05 Reference Points 14
4.06 Hazardous Environmental Condition at Site 14
Article 5 — Bonds and Insurance 16
5.01 Licensed Sureties and Insurers 16
5.02 Performance, Payment, and Maintenance Bonds 16
5.03 Certificates of Insurance 16
5.04 Contractor's Insurance 18
5.05 Acceptance of Bonds and Insurance; Option to Replace 19
Article 6 — Contractor's Responsibilities 19
6.01 Supervision and Superintendence 19
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
Article 7 - Other Work at the Site 35
7.01 Related Work at Site 35
7.02 Coordination 36
Article 8 - City's Responsibilities 36
8.01 Communications to Contractor 36
8.02 Furnish Data 36
8.03 Pay When Due 36
8.04 Lands and Easements; Reports and Tests 36
8.05 Change Orders 36
8.06 Inspections, Tests, and Approvals 36
8.07 Limitations on City's Responsibilities 37
8.08 Undisclosed Hazardous Environmental Condition 37
8.09 Compliance with Safety Program 37
Article 9 - City's Observation Status During Construction 37
9.01 City's Project 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
Article 17 — Miscellaneous 62
17.01 Giving Notice 62
17.02 Computation of Times 62
17.03 Cumulative Remedies 62
17.04 Survival of Obligations 63
17.05 Headings 63
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
00 72 00 - I
GENERAL CONDITIONS
Page 1 of 62
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.
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25. Damage Claims — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim.
26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
27. Director of Aviation — The officially appointed Director of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
28. Director of Parks and Community Services — The officially appointed Director of the Parks
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Director of Planning and Development — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
30. Director of Transportation Public Works — The officially appointed Director of the
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
31. Director of Water Department — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. Drawings —That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
34. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extra Work — Additional work made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents. Extra work shall be part of the Work.
36. Field Order —A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
37. Final Acceptance — The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfaction of the City.
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38. Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
39. General Requirements —Sections of Division 1 of the Contract Documents.
40. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
43. Liens Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
44. Major Item — An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
45. Milestone —A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
46. Notice of Award —The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
48. PCBs —Polychlorinated biphenyls.
49. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non -Hazardous Waste and crude oils.
50. Plans — See definition of Drawings.
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51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
52. Project —The Work to be performed under the Contract Documents.
53. Project 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.
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63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
66. Supplementary Conditions —That part of the Contract Documents which amends or
supplements these General Conditions.
67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
68. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.
69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition.
70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
71. Work —The entire construction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, services, and documentation necessary to produce such construction
including any Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will permit the performance of the principal unit of
work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certain Terms or Adjectives:
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1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of like effect or import are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Work for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
D. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies of Documents
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Commencement of Contract Time; Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Effective Date of the Agreement.
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2.03 Starting the Work
Contractor shall start to perform the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Starting Construction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereof) to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be inferred from the
Contract Documents or from prevailing custom or trade usage as being required to produce the
indicated result will be provided whether or not specifically called for, at no additional cost to
City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications may vary in form, format and style. Some Specification sections may be
written in varying degrees of streamlined or declarative style and some sections may be
relatively narrative by comparison. Omission of such words and phrases as "the Contractor
shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined
sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions
may appear in various parts of a section or articles within a part depending on the format of the
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section, The Contractor shall not take advantage of any variation of form, format or style in
making Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
3.02 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents. No such provision or instruction shall be effective to assign to City, or any of its
officers, directors, members, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or direct the performance of the Work or any duty or authority
to undertake responsibility inconsistent with the provisions of the Contract Documents.
3.03 Reporting and Resolving Discrepancies
A. Reporting Discrepancies:
1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each
part of the Work, Contractor shall carefully study and compare the Contract Documents and
check and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
2. Contractor's Review of Contract Documents During Performance of Work: If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Paragraph
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6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. Resolving Discrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereof) prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written
verification or adaptation by Engineer.
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B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also known as hard copies) and other
Specifications referenced and located on the City's Buzzsaw site. Files in electronic media
format of text, data, graphics, or other types are furnished only for the convenience of the
receiving party. Any conclusion or information obtained or derived from such electronic files
will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard
copies, the hard copies govern.
B. When transferring documents in electronic media format, the transferring party makes no
representations as to long term compatibility, usability, or readability of documents resulting
from the use of software application packages, operating systems, or computer hardware
differing from those used by the data's creator.
ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability of Lands
A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for
permanent structures or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project
Schedule submitted by the Contractor in accordance with the Contract Documents must
consider any outstanding right-of-way, and/or easements.
2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed.
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C. Contractor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02 Subsurface and Physical Conditions
A. Reports and Drawings: The Supplementary Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Deering Subsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Possible Price and Time Adjustments
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if:
1. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A. Shown or Indicated. The information and data shown or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on
information and data furnished to City or Engineer by the owners of such Underground
Facilities, including City, or by others. Unless it is otherwise expressly provided in the
Supplementary Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. Not Shown or Indicated:
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
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Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Reference Points
A. City shall provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stakes or other customary method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes or relocations. Contractor shall report to City whenever any reference point or property
monument is lost or destroyed or requires relocation because of necessary changes in grades or
locations. The City shall be responsible for the replacement or relocation of reference points or
property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall
notify City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full
cost for replacing such points plus 25% will be charged against the Contractor, and the full
amount will be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
1 other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing).
City may consider the necessity to retain a qualified expert to evaluate such condition or take
corrective action, if any.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Contractor: (i) specifying that such condition and any affected area is or has
been rendered suitable for the resumption of Work; or (ii) specifying any special conditions
under which such Work may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then City may order the portion of the Work that is in the area affected by such
condition to be deleted from the Work. City may have such deleted portion of the Work
performed by City's own forces or others.
G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous
Environmental Condition created by Contractor or by anyone for whom Contractor is
responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any
individual or entity from and against the consequences of that individual's or entity's own
negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
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ARTICLE 5 — BONDS AND INSURANCE
5.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the Work described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney -in -fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certificates of Insurance
Contractor shall deliver to City, with copies to each additional insured and loss payee identified in
the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested
by City or any other additional insured) which Contractor is required to purchase and maintain.
1. The certificate of insurance shall document the City, and all identified entities named in the
Supplementary Conditions as "Additional Insured" on all liability policies.
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2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
Conditions
6. Failure of the City to demand such certificates or other evidence of full compliance with the
insurance requirements or failure of the City to identify a deficiency from evidence that is
provided shall not be construed as a waiver of Contractor's obligation to maintain such lines
of insurance coverage.
7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims -made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first -dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services
Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other
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insurance or self-insurance programs afforded to the City. The Commercial General Liability
policy, shall have no exclusions by endorsements that would alter of nullify premises/operations,
products/completed operations, contractual, personal injury, or advertising injury, which are
normally contained with the policy, unless the City approves such exclusions in writing.
For construction projects that present a substantial completed operation exposure, the City may
require the contractor to maintain completed operations coverage for a minimum of no less than
three (3) years following the completion of the project (if identified in the Supplementary
Conditions).
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non -owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the requirements identified in the
Supplementary Conditions.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
5.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor
shall provide to the City such additional information in respect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
required by the Contract Documents, the City shall notify the Contractor in writing of such failure
prior to the start of the Work, or of such failure to maintain prior to any change in the required
coverage.
ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 Supervision and Superintendence
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
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B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
6.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
6.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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c) whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair, and replacement services; and
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 6.05.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnO and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting from the acceptance of each proposed
substitute.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
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G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a
substitute shall be incorporated to the Contract by Change Order.
H. Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A. Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Business Diversity Enterprise Ordinance Compliance: It is City policy to ensure the full and
equitable participation by Minority and Small Business Enterprises (MBE)(SBE) in the
procurement of goods and services on a contractual basis. If the Contract Documents provide for
a MBE and/or SBE goal, Contractor is required to comply with the intent of the City's Business
Diversity Ordinance (as amended) by the following:
1. Contractor shall, upon request by the City, provide complete and accurate information
regarding actual work performed by a MBE and/or SBE on the Contract and payment
therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MBE and/or SBE. Material misrepresentation of any nature may be grounds
for termination of the Contract in accordance with Paragraph 15.02.A. Any such
misrepresentation may be grounds for disqualification of Contractor to bid on future
contracts with the City for a period of not less than three years.
E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
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1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
F. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contractor.
H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of City.
6.07 Wage Rates
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's
determination that there is good cause to believe the Contractor or Subcontractor has violated
Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts
being subtracted from successive progress payments pending a final determination of the
violation.
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D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is Tess, 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 indemn 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:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. httn://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:
I . 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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changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof. If City determines that a change in the Contract Documents is
required because of the action taken by Contractor in response to such an emergency, a Change
Order may be issued.
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 6.18.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For -Information -Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 6.18.C.
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B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
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2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to perform
the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
5.02.B. The City will give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its officers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the work and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL
OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN
PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and legal
fees incurred by the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the
City, its officers, servants and employees, from and against any and all loss, damage or
destruction of property of the City, arising out of, or alleged to arise out of, the work and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS
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SPECIFICALLY INTENDED TO OPERATE AND BE 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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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
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.B, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in
the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall
include but not be limited to the following items:
1. Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include;
a. salaries with a 55% markup, or
b. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, workers' compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
The expenses of performing Work outside of Regular Working Hours, Weekend
Working Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Work.
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4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee.
f. The cost of utilities, fuel, and sanitaly 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.1 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
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C.
D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown together with supporting data.
11.02 Allowances
A. Specified Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre -bid Allowances:
1. Contractor agrees that:
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a. the pre -bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre -bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price
work listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from 'the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25% from the original Contract quantity.
5. When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plans Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of work performed or material
moved, handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The
party to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on the plans, the plans quantity will be increased or
decreased by the amount involved in the change, and the 25% variance will apply to the new
plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans
quantity.
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E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.01.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.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.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 11.01.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 12.01.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 11.01.A.1 and 1 1.01.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 11.01.A.6, and
11.01.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent (5%) of such net
decrease.
12.02 Change of Contract Time
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless
the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or
claimed delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the
Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
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ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 13,03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid.
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
B. If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or other dispute resolution costs) arising out
of or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work of others); or City shall be entitled to accept defective Work in
accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all
costs associated with exposing, observing, and testing the defective Work.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable to
such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
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C. In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Work, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days written notice to Contractor should such
additional warranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
13.08 Acceptance of Defective Work
If, instead of requiring correction or removal and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or other dispute resolution costs) attributable to City's evaluation of and determination to
accept such defective Work and for the diminished value of the Work to the extent not otherwise
paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be
issued incorporating the necessary revisions in the Contract Documents with respect to the Work,
and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished
value of Work so accepted.
13.09 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor, correct, or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
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costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 13.09.
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 Progress Payments
A. Applications for Payments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out
and signed by Contractor covering the Work completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear
of all Liens and evidence that the materials and equipment are covered by appropriate
insurance or other arrangements to protect City's interest therein, all of which must be
satisfactory to City.
4. Beginning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that previous progress payments received on account of the
Work have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applications for Payment.
5. The amount of retainage with respect to progress payments will be as stipulated in the
Contract Documents.
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B. Review ofApplications:
1. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Work, and on City's review of the Application for
Payment and the accompanying data and schedules, that to the best of City's knowledge:
a. the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance,
the results of any subsequent tests called for in the Contract Documents, a final
determination of quantities and classifications for Work performed under Paragraph 9.05,
and any other qualifications stated in the recommendation).
3. Processing any such payment will not thereby be deemed to have represented that:
a. inspections made to check the quality or the quantity of the Work as it has been
performed have been exhaustive, extended to every aspect of the Work in progress, or
involved detailed inspections of the Work beyond the responsibilities specifically
assigned to City in the Contract Documents; or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor, or
c. Contractor has complied with Laws and Regulations applicable to Contractor's
performance of the Work.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a. the Work is defective, or the completed Work has been damaged by the Contractor or his
subcontractors, requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Work or complete Work in accordance with
Paragraph 13.09; or
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e. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
1. For contracts Less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement, will be
deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
E. Payment.: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payment:
1. City may refuse to make payment of the amount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or
any adjustment thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action.
14.03 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than
the time of payment free and clear of all Liens.
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14.04 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
14.05 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of notification of the City
and the date of Final Inspection. Should the City determine that the Work is not ready for Final
Inspection, City will notify the Contractor in writing of the reasons and Contract Time will
resume.
14.06 Final Acceptance
Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
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14.07 Final Payment
A. Application for Payment:
1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Documents.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. affidavits of payments and complete and legally effective releases or waivers
(satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the
Work.
B. Payment Becomes Due:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract,
make payment of the balance due for that portion of the Work fully completed and accepted. If
the remaining balance to be held by City for Work not fully completed or corrected is less than
the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
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portion of the Work fully completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims.
B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods following the completion of all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Claims
The acceptance of final payment will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating to the work under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION
15.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will make no extra payment for stand-by
time of construction equipment and/or construction crews.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
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15.02 City May Terminate for Cause
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
1. Contractor's persistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under
Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written
notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Surety's performance of its
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFCATION DOCUMENTS
Revision: August 17, 2012
007200-59
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 from the site and
take possession of the Work, and all materials and equipment incorporated into the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Work as City may deem expedient.
3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by City arising out of or resulting
from completing the Work, such excess will be paid to Contractor. If such claims, costs,
losses and damages exceed such unpaid balance, Contractor shall pay the difference to City.
Such claims, costs, losses and damages incurred by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies under this Paragraph, City shall
not be required to obtain the lowest price for the Work performed.
4. Neither City, nor any of its respective consultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Work, or any portion thereof, may be accomplished or for the price
paid therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terminate to correct its failure to
perform and proceeds diligently to cure such failure within no more than 30 days of receipt of
said notice.
D. Where Contractor's services have been so terminated by City, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention or payment of moneys due Contractor by City will not release Contractor from liability.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
007200-60
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, terminate the
Contract. Any termination shall be effected by mailing a notice of the termination to the
Contractor specifying the extent to which performance of Work under the contract is terminated,
and the date upon which such termination becomes effective. Receipt of the notice shall be
deemed conclusively presumed and established when the letter is placed in the United States
Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and
established that such termination is made with just cause as therein stated; and no proof in any
claim, demand or suit shall be required of the City regarding such discretionary action.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of
termination;
2. place no further orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not terminated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and
other material produced as a part of, or acquired in connection with the performance of,
the Work terminated by the notice of the termination; and
b. the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been completed, would have been required to be furnished to
the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice of termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all
items of termination inventory not previously disposed of, exclusive of items the disposition of
which has been directed or authorized by City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
007200-61
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.D shall become final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
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 — MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
17.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised: November 9, 2011
007200-63
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
007300-1
SUPPLEMENTARY CONDITIONS
1
2
SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
Page 1 of 5
3 TO
4 GENERAL CONDITIONS
5
6 Supplementary Conditions
7
8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
11 of the General Conditions which are not so modified or supplemented remain in full force and effect.
12
13 Defined Terms
14
15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the
16 meaning assigned to them in the General Conditions, unless specifically noted herein.
17
18 Modifications and Supplements
19
20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and
21 other Contract Documents.
22
23 SC-3.03B.2, "Resolving Discrepancies"
24
25 Plans govern over Specifications and Specifications shall govern over standard details.
26
27 SC-4.01A
28
29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the
31 Contract Drawings.
32
33 SC-4.01A.1., "Availability of Lands"
34
35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
36 October 15, 2012
37
38 Outstanding Right -Of -Way, and/or Easements to Be Acquired
PARCEL OWNER TARGET DATE
NUMBER OF POSSESSION
"None"
39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
40 and do not bind the City.
41
42 If Contractor considers the final easements provided to differ materially from the representations on the
43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
44 notify City in writing associated with the differing easement line locations.
45
46 SC-4.01A.2, "Availability of Lands"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2012-14)
01927
007300-2
SUPPLEMENTARY CONDITIONS
Page 2of5
1
2 Utilities or obstructions to be removed, adjusted, and/or relocated
3
4 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
5 as of October 15, 2012:
6
EXPECTED
OWNER
"None"
UTILITY AND LOCATION TARGET DATE OF
ADJUSTMENT
7 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
8 and do not bind the City.
9
10 SC-4.02A., "Subsurface and Physical Conditions"
11
12 The following are reports of explorations and tests of subsurface conditions at the site of the Work: Under
13 Buzzsaw, see Soil Lab / Test Results.
14
15 The following are drawings of physical conditions in or relating to existing surface and subsurface
16 structures (except Underground Facilities) which are at or contiguous to the site of the Work:
17 "None"
18
19 SC-4.06A., "Hazardous Environmental Conditions at Site"
20
21 The following are reports and drawings of existing hazardous environmental conditions known to the City:
22 "None"
23
24 SC-5.03A., "Certificates of Insurance"
25
26 The entities listed below are "additional insureds as their interest may appear" including their respective
27 officers, directors, agents and employees.
28
29 (1) City
30 (2) Consultant: "None"
31 (3) Other: "None"
32
33 SC-5.04A., "Contractor's Insurance"
34
35 The limits of Liability for the insurance required by Paragraph GC-5,04 shall provide the following
36 coverages for not less than the following amounts or greater where required by laws and regulations:
37
38 5.04A. Workers' Compensation, under Paragraph GC-5.04A,
39
40 Statutory limits
41 Employer's liability
42 $100,000 each accident/occurrence
43 $100,000 Disease - each employee
44 $500,000 Disease - policy limit
45
46 SC-5.04B., "Contractor's Insurance"
47
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2012-14)
01927
007300-3
SUPPLEMENTARY CONDITIONS
Page 3 of 5
1 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance
2 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with
3 minimum limits of:
4
5 $1, 000,000 each occurrence
6 $2, 000, 000 aggregate limit
7
8 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the
9 General Aggregate Limits apply separately to each job site,
10
11 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's.
12 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
13
14 SC 5.04C., "Contractor's Insurance"
15 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under
16 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:
17
18 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
19 defined as autos owned, hired and non -owned.
20
21 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
22 least:
23
24 $250, 000 Bodily Injury per person /
25 $500, 000 Bodily Injzuy per accident /
26 $/00,000 Property Damage
27
28 SC-5.04D., "Contractor's Insurance"
29
30 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
31 material deliveries to cross railroad properties and tracks: "None".
32
33 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with,
34 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains
35 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of
36 Entry Agreement" with the particular railroad company or companies involved, and to this end the
37 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
38 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate
39 to the Contractor's use of private and/or construction access roads crossing said railroad company's
40 properties.
41
42 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide
43 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the
44 Railroad Company for a term that continues for so long as the Contractor's operations and work cross,
45 occupy, or touch railroad property:
46
47 (1) General Aggregate: $ N/A
48
49 (2) Each Occurrence: $ N/A
50
51 Required for this Contract X Not required for this Contract
52
53 With respect to the above outlined insurance requirements, the following shall govern:
54
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2012-14)
01927
00 73 00 - 4
SUPPLEMENTARY CONDITIONS
Page 4 of 5
1 1, Where a single railroad company is involved, the Contractor shall provide one insurance policy in
2 the name of the railroad company. However, if more than one grade separation or at -grade
3 crossing is affected by the Project at entirely separate locations on the line or lines of the same
4 railroad company, separate coverage may be required, each in the amount stated above.
5
6 2. Where more than one railroad company is operating on the same right-of-way or where several
7 railroad companies are involved and operated on their own separate rights -of -way, the Contractor
8 may be required to provide separate insurance policies in the name of each railroad company.
9
10 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a
11 railroad company's right-of-way at a location entirely separate from the grade separation or at-
12 grade crossing, insurance coverage for this work must be included in the policy covering the grade
13 separation.
14
15 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-
16 way, all such other work may be covered in a single policy for that railroad, even though the work
17 may be at two or more separate locations.
18
19 No work or activities on a railroad company's property to be performed by the Contractor shall be
20 commenced until the Contractor has furnished the City with an original policy or policies of the insurance
21 for each railroad company named, as required above. All such insurance must be approved by the City and
22 each affected Railroad Company prior to the Contractor's beginning work.
23
24 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way
25 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition,
26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way.
27 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the
28 railroad company operating over tracks involved in the Project.
29
30 SC-6.04., "Project Schedule"
31
32 Project schedule shall be tier 3 for the project.
33
34 SC-6.07., "Wage Rates"
35
36 The following is the prevailing wage rate table(s) applicable to this project and is provided in the
37 Appendixes: SC-6.07, Heavy & Highway Construction Prevailing Wage Rates 2008
38 <Buzzsaw location, Resources/02 Construction Documents/Construction Specification Book/05 General
39 and Special Condtions105.9 Wage Rate M&C_7 8 08.pdf>
40
41 SC-6.09., "Permits and Utilities"
42
43 SC-6.09A., "Contractor obtained permits and licenses"
44 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
45 Fort Worth City Street Use Permit
46
47 SC-6.09B. "City obtained permits and licenses"
48 The following are known permits and/or licenses required by the Contract to be acquired by the City:
49 "None".
50
51 SC-6.09C. "Outstanding permits and licenses"
52
53 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of October 15,
54 2012: "None"
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2012-14)
01927
007300-5
SUPPLEMENTARY CONDITIONS
Page 5 of 5
1
2 Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
"None"
3
4 SC-7.02., "Coordination"
5
6 The individuals or entities listed below have contracts with the City
7 the Site:
Vendor Scope of Work
"None" "None"
for the performance of other work at
Coordination Authority
"None"
8
9
10 SC-8.01, "Communications to Contractor"
11
12 Section 01 58 13: Temporary Project Signage
13
14 During construction, two project signs shall be provided for each street under construction
15
16 All removed material/debris must be hauled off to a suitable dumpsite within the same day
17
18 Contractor shall saw -cut curb & gutter and/or pavement prior to removal
19
20 Contractor shall backlit! behind the curb, driveways, sidewalks, ADA ramps and etc. within five days
21 from the date of completion
22
23 SC-9.01., "City's Project Representative"
24
25 The following firm is a consultant to the City responsible for construction management of this Project:
26 "None"
27
28 SC-13.03C., "Tests and Inspections"
29
30 "None"
31
32 SC-16.01C.1, "Methods and Procedures"
33 "None"
34
35
36
37 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 3, 2012
HMAC SURFACE OVERLAY (2012-14)
01927
1
2
3 PART 1- GENERAL
4 1.1 SUMMARY
SECTION 01 11 00
SUMMARY OF WORK
011100-1
SUMMARY OF WORK
Page 1 of 3
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to"
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor, materials, and equipment, and performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list, then the item shall
27 be considered as a subsidiary item of Work, the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy only portions of the public streets and alleys, or other public places
34 or other rights -of -way as provided for in the ordinances of the City, as shown in the
35 Contract Documents, or as may be specifically authorized in writing by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 11 00 -2
SUMMARY OF WORK
Page 2 of 3
1 a. A reasonable amount of tools, materials, and equipment for construction
2 purposes may be stored in such space, but no more than is necessary to avoid
3 delay in the construction operations.
4 b. Excavated and waste materials shall be stored in such a way as not to interfere
5 with the use of spaces that may be designated to be left free and unobstructed
6 and so as not to inconvenience occupants of adjacent property.
7 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
8 manner as not to interfere with the operation of the railroad.
9 1) All Work shall be in accordance with railroad requirements set forth in
10 Division 0 as well as the railroad permit.
11 D. Work within Easements
12 1. Do not enter upon private property for any purpose without having previously
13 obtained permission from the owner of such property.
14 2. Do not store equipment or material on private property unless and until the
15 specified approval of the property owner has been secured in writing by the
16 Contractor and a copy furnished to the City.
17 3. Unless specifically provided otherwise, clear all rights -of -way or easements of
18 obstructions which must be removed to make possible proper prosecution of the
19 Work as a part of the project construction operations.
20 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
21 lawns, fences, culverts, curbing, and all other types of structures or improvements,
22 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
23 appurtenances thereof, including the construction of temporary fences and to all
24 other public or private property adjacent to the Work.
25 5. Notify the proper representatives of the owners or occupants of the public or private
26 lands of interest in lands which might be affected by the Work.
27 a. Such notice shall be made at least 48 hours in advance of the beginning of the
28 Work.
29 b. Notices shall be applicable to both public and private utility companies and any
30 corporation, company, individual, or other, either as owners or occupants,
31 whose land or interest in land might be affected by the Work.
32 c. Be responsible for all damage or injury to property of any character resulting
33 from any act, omission, neglect, or misconduct in the manner or method or
34 execution of the Work, or at any time due to defective work, material, or
35 equipment.
36 6. Fence
37 a. Restore all fences encountered and removed during construction of the Project
38 to the original or a better than original condition.
39 b. Erect temporary fencing in place of the fencing removed whenever the Work is
40 not in progress and when the site is vacated overnight, and/or at all times to
41 provide site security.
42 c. The cost for all fence work associated with easements, including removal,
43 temporary closures and replacement, shall be subsidiary to the various items bid
44 in the project proposal, unless a bid item is specifically provided in the
45 proposal.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
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
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
2
3 PART 1- GENERAL
SECTION 01 31 19
PRECONSTRUCTION MEETING
013119-1
PRECONSTRUCTION MEETING
Page I of 3
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
01927
1
2
e. Other City representatives
f. Others as appropriate
01 31 19 -2
PRECONSTRUCTION MEETING
Page 2 of 3
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
11 c. Status of right-of-way, utility clearances, easements or other pertinent permits
12 d. Contractor's work plan and schedule
13 e. Contract Time
14 f. Notice to Proceed
15 g. Construction Staking
16 h. Progress Payments
17 i. Extra Work and Change Order Procedures
18 j. Field Orders
19 k. Disposal Site Letter for Waste Material
20 1. Insurance Renewals
21 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 jj. Questions or Comments
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
01927
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
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
01927
1
2
3 PART 1 - GENERAL
SECTION 01 31 20
PROJECT MEETINGS
013120-1
PROJECT MEETINGS
Page 1 of 3
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 Woith 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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 31 20 - 2
PROJECT MEETINGS
Page 2 of 3
1 a. Contractor
2 b. Project Representative
3 c. Other City representatives
4 4. Meeting Schedule
5 a. In general, the neighborhood meeting will occur within the 2 weeks following
6 the pre -construction conference.
7 b. In no case will construction be allowed to begin until this meeting is held.
8 C. Progress Meetings
9 1. Formal project coordination meetings will be held periodically. Meetings will be
10 scheduled and administered by Project Representative.
11 2. Additional progress meetings to discuss specific topics will be conducted on an as-
12 needed basis. Such additional meetings shall include, but not be limited to:
13 a. Coordinating shutdowns
14 b. Installation of piping and equipment
15 c. Coordination between other construction projects
16 d. Resolution of construction issues
17 e. Equipment approval
18 3. The Project Representative will preside at progress meetings, prepare the notes of
19 the meeting and distribute copies of the same to all participants who so request by
20 fully completing the attendance form to be circulated at the beginning of each
21 meeting.
22 4. Attendance shall include:
23 a. Contractor's project manager
24 b. Contractor's superintendent
25 c. Any subcontractor or supplier representatives whom the Contractor may desire
26 to invite or the City may request
27 d. Engineer's representatives
28 e. City's representatives
29 f. Others, as requested by the Project Representative
30 5. Preliminary Agenda may include:
31 a. Review of Work progress since previous meeting
32 b. Field observations, problems, conflicts
33 c. Items which impede construction schedule
34 d. Review of off -site fabrication, delivery schedules
35 e. Review of construction interfacing and sequencing requirements with other
36 construction contracts
37 f. Corrective measures and procedures to regain projected schedule
38 g. Revisions to construction schedule
39 h. Progress, schedule, during succeeding Work period
40 i. Coordination of schedules
41 j. Review submittal schedules
42 k. Maintenance of quality standards
43 1. Pending changes and substitutions
44 m. Review proposed changes for:
45 1) Effect on construction schedule and on completion date
46 2) Effect on other contracts of the Project
47 n. Review Record Documents
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 31 20 -3
PROJECT MEETINGS
Page 3 of 3
1 o. Review monthly pay request
2 p. Review status of Requests for Information
3 6. Meeting Schedule
4 a. Progress meetings will be held periodically as determined by the Project
5 Representative.
6 1) Additional meetings may be held at the request of the:
7 a) City
8 b) Engineer
9 c) Contractor
10 7. Meeting Location
11 a. The City will establish a meeting location.
12 1) To the extent practicable, meetings will be held at the Site.
13 1.5 SUBMITTALS [NOT USED]
14 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
15 1.7 CLOSEOUT SUBMITTALS [NOT USED]
16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
17 1.9 QUALITY ASSURANCE [NOT USED]
18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
19 1.11 FIELD [SITE] CONDITIONS [NOT USED]
20 1.12 WARRANTY [NOT USED]
21 PART 2 - PRODUCTS [NOT USED]
22 PART 3 - EXECUTION [NOT USED]
23
24
25
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
013216-1
CONSTRUCTION PROGRESS SCHEDULE
Page 1 of 5
1 SECTION 01 32 16
2 CONSTRUCTION PROGRESS SCHEDULE
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General requirements for the preparation, submittal, updating, status reporting and
7 management of the Construction Progress Schedule
8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1 — General Requirements
15 1.2 PRICE AND PAYMENT PROCEDURES
16 A. Measurement and Payment
17 1. Work associated with this Item is considered subsidiary to the various items bid.
18 No separate payment will be allowed for this Item.
19 1.3 REFERENCES
20 A. Definitions
21 1. Schedule Tiers
22 a. Tier 1 - No schedule submittal required by contract. Small, brief duration
23 projects
24 b. Tier 2 - No schedule submittal required by contract, but will require some
25 milestone dates. Small, brief duration projects
26 c. Tier 3 - Schedule submittal required by contract as described in the
27 Specification and herein. Majority of City projects, including all bond program
28 projects
29 d. Tier 4 - Schedule submittal required by contract as described in the
30 Specification and herein. Large and/or complex projects with long durations
31 1) Examples: large water pump station project and associated pipeline with
32 interconnection to another governmental entity
33 e. Tier 5 - Schedule submittal required by contract as described in the
34 Specification and herein. Large and/or very complex projects with long
35 durations, high public visibility
36 1) Examples might include a water or wastewater treatment plant
37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve
38 as the baseline for measuring progress and departures from the schedule.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
Coty Project No. 01927
01 32 16 -2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 5
1 3. Progress Schedule - Monthly submittal of a progress schedule documenting
2 progress on the project and any changes anticipated.
3 4. Schedule Narrative - Concise narrative of the schedule including schedule
4 changes, expected delays, key schedule issues, critical path items, etc
5 B. Reference Standards
6 1. City of Fort Worth Schedule Guidance Document
7 1.4 ADMINISTRATIVE REQUIREMENTS
8 A. Baseline Schedule
9 1. General
10 a. Prepare a cost -loaded baseline Schedule using approved software and the
11 Critical Path Method (CPM) as required in the City of Fort Worth Schedule
12 Guidance Document.
13 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate
14 understanding of the work to be performed and known issues and constraints
15 related to the schedule.
16 c. Designate an authorized representative (Project Scheduler) responsible for
17 developing and updating the schedule and preparing reports.
18 B. Progress Schedule
19 1. Update the progress Schedule monthly as required in the City of Fort Worth
20 Schedule Guidance Document.
21 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
22 3. Change Orders
23 a. Incorporate approved change orders, resulting in a change of contract time, in
24 the baseline Schedule in accordance with City of Fort Worth Schedule
25 Guidance Document.
26 C. Responsibility for Schedule Compliance
27 1. Whenever it becomes apparent from the current progress Schedule and CPM Status
28 Report that delays to the critical path have resulted and the Contract completion
29 date will not be met, or when so directed by the City, make some or all of the
30 following actions at no additional cost to the City
31 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
32 outlining:
33 1) A written statement of the steps intended to take to remove or arrest the
34 delay to the critical path in the approved schedule
35 2) Increase construction manpower in such quantities and crafts as will
36 substantially eliminate the backlog of work and return current Schedule to
37 meet projected baseline completion dates
38 3) Increase the number of working hours per shift, shifts per day, working
39 days per week, the amount of construction equipment, or any combination
40 of the foregoing, sufficiently to substantially eliminate the backlog of work
41 4) Reschedule activities to achieve maximum practical concurrency of
42 accomplishment of activities, and comply with the revised schedule
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
Coty Project No. 01927
01 32 16 -3
CONSTRUCTION PROGRESS SCHEDULE
Page 3 of 5
1 2. If no written statement of the steps intended to take is submitted when so requested
2 by the City, the City may direct the Contractor to increase the level of effort in
3 manpower (trades), equipment and work schedule (overtime, weekend and holiday
4 work, etc.) to be employed by the Contractor in order to remove or arrest the delay
5 to the critical path in the approved schedule.
6 a. No additional cost for such work will be considered.
7 D. The Contract completion time will be adjusted only for causes specified in this
8 Contract.
9 a. Requests for an extension of any Contract completion date must be
10 supplemented with the following:
11 1) Furnish justification and supporting evidence as the City may deem
12 necessary to determine whether the requested extension of time is entitled
13 under the provisions of this Contract.
14 a) The City will, after receipt of such justification and supporting
15 evidence, make findings of fact and will advise the Contractor, in
16 writing thereof.
17 2) If the City finds that the requested extension of time is entitled, the City's
18 determination as to the total number of days allowed for the extensions
19 shall be based upon the approved total baseline schedule and on all data
20 relevant to the extension.
21 a) Such data shall be included in the next updating of the Progress
22 schedule.
23 b) Actual delays in activities which, according to the Baseline schedule,
24 do not affect any Contract completion date shown by the critical path in
25 the network will not be the basis for a change therein.
26 2. Submit each request for change in Contract completion date to the City within 30
27 days after the beginning of the delay for which a time extension is requested but
28 before the date of final payment under this Contract.
29 a. No time extension will be granted for requests which are not submitted within
30 the foregoing time limit.
31 b. From time to time, it may be necessary for the Contract schedule or completion
32 time to be adjusted by the City to reflect the effects of job conditions, weather,
33 technical difficulties, strikes, unavoidable delays on the part of the City or its
34 representatives, and other unforeseeable conditions which may indicate
35 schedule adjustments or completion time extensions.
36 1) Under such conditions, the City will direct the Contractor to reschedule the
37 work or Contract completion time to reflect the changed conditions and the
38 Contractor shall revise his schedule accordingly.
39 a) No additional compensation will be made to the Contractor for such
40 schedule changes except for unavoidable overall contract time
41 extensions beyond the actual completion of unaffected work, in which
42 case the Contractor shall take all possible action to minimize any time
43 extension and any additional cost to the City.
44 b) Available float time in the Baseline schedule may be used by the City
45 as well as by the Contractor.
46 3. Float or slack time is defined as the amount of time between the earliest start date
47 and the latest start date or between the earliest finish date and the latest finish date
48 of a chain of activities on the Baseline Schedule.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
Coty Project No. 01927
01 32 16 -4
CONSTRUCTION PROGRESS SCHEDULE
Page 4 of 5
1 a. Float or slack time is not for the exclusive use or benefit of either the
2 Contractor or the City.
3 b. Proceed with work according to early start dates, and the City shall have the
4 right to reserve and apportion float time according to the needs of the project.
5 c. Acknowledge and agree that actual delays, affecting paths of activities
6 containing float time, will not have any effect upon contract completion times,
7 providing that the actual delay does not exceed the float time associated with
8 those activities.
9 E. Coordinating Schedule with Other Contract Schedules
10 1. Where work is to be performed under this Contract concurrently with or contingent
11 upon work performed on the same facilities or area under other contracts, the
12 Baseline Schedule shall be coordinated with the schedules of the other contracts.
13 a. Obtain the schedules of the other appropriate contracts from the City for the
14 preparation and updating of Baseline schedule and make the required changes
15 in his schedule when indicated by changes in corresponding schedules.
16 2. In case of interference between the operations of different contractors, the City will
17 determine the work priority of each contractor and the sequence of work necessary
18 to expedite the completion of the entire Project.
19 a. In such cases, the decision of the City shall be accepted as final.
20 b. The temporary delay of any work due to such circumstances shall not be
21 considered as justification for claims for additional compensation.
22 1.5 SUBMITTALS
23 A. Baseline Schedule
24 1. Submit Schedule in native file format and pdf format as required in the City of Fort
25 Worth Schedule Guidance Document.
26 a. Native file format includes:
27 1) Primavera (P6 or Primavera Contractor)
28 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and
29 bring in hard copy to the meeting for review and discussion.
30 B. Progress Schedule
31 1. Submit progress Schedule in native file format and pdf format as required in the
32 City of Fort Worth Schedule Guidance Document.
33 2. Submit progress Schedule monthly no later than the last day of the month.
34 C. Schedule Narrative
35 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
36 Schedule Guidance Document.
37 2. Submit schedule narrative monthly no later than the last day of the month.
38 D. Submittal Process
39 1. The City administers and manages schedules through Buzzsaw.
40 2. Contractor shall submit documents as required in the City of Fort Worth Schedule
41 Guidance Document.
42 3. Once the project has been completed and Final Acceptance has been issued by the
43 City, no further progress schedules are required.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
Coty Project No. 01927
01 32 16 -5
CONSTRUCTION PROGRESS SCHEDULE
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
6
7
8
Page 5 of 5
A. The person preparing and revising the construction Progress Schedule shall be
experienced in the preparation of schedules of similar complexity.
B. Schedule and supporting documents addressed in this Specification shall be prepared,
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
18
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
Coty Project No. 01927
013233-1
PRECONSTRUCTION VIDEO
Page 1 of 2
1
2
3 PART 1 - GENERAL
4 1.1 SUMMARY
SECTION 01 32 33
PRECONSTRUCTION VIDEO
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]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No, 01941
01 32 33 - 2
PRECONSTRUCTION VIDEO
1 PART 2 - PRODUCTS [NOT USED]
2 PART 3 - EXECUTION [NOT USED]
3 END OF SECTION
4
5
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Page 2 of 2
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01941
2
3 PART 1 - GENERAL
014523-1
TESTING AND INSPECTION SERVICES
Page 1 of 2
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
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
30
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
2
01 50 00 - 1
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
3 PART 1 - 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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
015000-2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
1 1) Contact City 1 week before water for construction is desired
2 d. Contractor Payment for Construction Water
3 1) Obtain construction water meter from City for payment as billed by City's
4 established rates.
5 3. Electricity and Lighting
6 a. Provide and pay for electric powered service as required for Work, including
7 testing of Work.
8 1) Provide power for lighting, operation of equipment, or other use.
9 b. Electric power service includes temporary power service or generator to
10 maintain operations during scheduled shutdown.
11 4. Telephone
12 a. Provide emergency telephone service at Site for use by Contractor personnel
13 and others performing work or furnishing services at Site.
14 5. Temporary Heat and Ventilation
15 a. Provide temporary heat as necessary for protection or completion of Work.
16 b. Provide temporary heat and ventilation to assure safe working conditions.
17 B. Sanitary Facilities
18 1. Provide and maintain sanitary facilities for persons on Site.
19 a. Comply with regulations of State and local departments of health.
20 2. Enforce use of sanitary facilities by construction personnel at job site.
21 a. Enclose and anchor sanitary facilities.
22 b. No discharge will be allowed from these facilities.
23 c. Collect and store sewage and waste so as not to cause nuisance or health
24 problem.
25 d. Haul sewage and waste off -site at no less than weekly intervals and properly
26 dispose in accordance with applicable regulation.
27 3. Locate facilities near Work Site and keep clean and maintained throughout Project.
28 4. Remove facilities at completion of Project
29 C. Storage Sheds and Buildings
30 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
31 above ground level for materials and equipment susceptible to weather damage.
32 2. Storage of materials not susceptible to weather damage may be on blocks off
33 ground.
34 3. Store materials in a neat and orderly manner.
35 a. Place materials and equipment to permit easy access for identification,
36 inspection and inventory.
37 4. Equip building with lockable doors and lighting, and provide electrical service for
38 equipment space heaters and heating or ventilation as necessary to provide storage
39 environments acceptable to specified manufacturers.
40 5. Fill and grade site for temporary structures to provide drainage away from
41 temporary and existing buildings.
42 6. Remove building from site prior to Final Acceptance.
43 D. Temporary Fencing
44 1. Provide and maintain for the duration or construction when required in contract
45 documents
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 50 00 - 3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1 E. Dust Control
2 1. Contractor is responsible for maintaining dust control through the duration of the
3 project.
4 a. Contractor remains on -call at all times
5 b. Must respond in a timely manner
6 F. Temporary Protection of Construction
7 1. Contractor or subcontractors are responsible for protecting Work from damage due
8 to weather.
9 1.5 SUBMITTALS [NOT USED]
10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
11 1.7 CLOSEOUT SUBMITTALS [NOT USED]
12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
13 1.9 QUALITY ASSURANCE [NOT USED]
14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS [NOT USED]
18 PART 3 - EXECUTION [NOT USED]
19 3.1 INSTALLERS [NOT USED]
20 3.2 EXAMINATION [NOT USED]
21 3.3 PREPARATION [NOT USED]
22 3.4 INSTALLATION
23 A. Temporary Facilities
24 1. Maintain all temporary facilities for duration of construction activities as needed.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 50 00 - 4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1 3.5 [REPAIR] / [RESTORATION]
2 3.6 RE -INSTALLATION
3 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES
8 A. Temporary Facilities
9 1. Remove all temporary facilities and restore area after completion of the Work, to a
10 condition equal to or better than prior to start of Work.
11 3.12 PROTECTION [NOT USED]
12 3.13 MAINTENANCE [NOT USED]
13 3.14 ATTACHMENTS [NOT USED]
14 END OF SECTION
15
16
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
015526-1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page I of 3
1 SECTION 01 55 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 55 26 - 2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1 a. To obtain Street Use Permit, submit Traffic Control Plans to City
2 Transportation and Public Works Department.
3 1) Allow a minimum of 5 working days for permit review.
4 2) Contractor's responsibility to coordinate review of Traffic Control plans for
5 Street Use Permit, such that construction is not delayed.
6 C. Modification to Approved Traffic Control
7 1. Prior to installation traffic control:
8 a. Submit revised traffic control plans to City Department Transportation and
9 Public Works Department.
10 1) Revise Traffic Control plans in accordance with Section 34 71 13.
11 2) Allow minimum 5 working days for review of revised Traffic Control.
12 3) It is the Contractor's responsibility to coordinate review of Traffic Control
13 plans for Street Use Permit, such that construction is not delayed.
14 D. Removal of Street Sign
15 1. If it is determined that a street sign must be removed for construction, then contact
16 City Transportation and Public Works Department, Signs and Markings Division to
17 remove the sign.
18 E. Temporary Signage
19 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
20 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
21 Devices (MUTCD).
22 2. Install temporary sign before the removal of permanent sign.
23 3. When construction is complete, to the extent that the permanent sign can be
24 reinstalled, contact the City Transportation and Public Works Department, Signs
25 and Markings Division, to reinstall the permanent sign.
26 F. Traffic Control Standards
27 1. Traffic Control Standards can be found on the City's Buzzsaw website.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 55 26 - 3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
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
13
(Revision Log
(DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
015813-1
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
1 SECTION 01 58 13
2 TEMPORARY PROJECT SIGNAGE
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Temporary Project Signage Requirements
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 — General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION 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 [oil OWNER-SUPPLIEDPRODUCTS [NOT USED]
28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
29 A. Design Criteria
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01941
01 58 13 - 2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
1 1. Provide free standing Project Designation Sign in accordance with City's Standard
2 Details for project signs.
3 B. Materials
4 1. Sign
5 a. Constructed of %-inch fir plywood, grade A-C (exterior) or better
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3 - EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION [NOT USED]
11 3.3 PREPARATION [NOT USED]
12 3.4 INSTALLATION
13 A. General
14 1. Provide vertical installation at extents of project.
15 2. Relocate sign as needed, upon request of the City.
16 B. Mounting options
17 a. Skids
18 b. Posts
19 c. Barricade
20 3.5 REPAIR / RESTORATION [NOT USED]
21 3.6 RE -INSTALLATION [NOT USED]
22 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED]
23 3.8 SYSTEM STARTUP [NOT USED]
24 3.9 ADJUSTING [NOT USED]
25 3.10 CLEANING [NOT USED]
26 3.11 CLOSEOUT ACTIVITIES [NOT USED]
27 3.12 PROTECTION [NOT USED]
28 3.13 MAINTENANCE
29 A. General
30 1. Maintenance will include painting and repairs as needed or directed by the City.
31 3.14 ATTACHMENTS [NOT USED]
32 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01941
01 58 13 - 3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01941
1
2
3 PART 1- GENERAL
4 1.1 SUMMARY
017000-1
MOBILIZATION AND REMOBILIZATION
Page I of 3
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
5 A. Section Includes:
6 2. Mobilization and Demobilization
7 a. Mobilization:
8 1) Transportation of Contractor's personnel, equipment, and operating supplies
9 to the Site
10 2) Establishment of necessary general facilities for the Contractor's operation
11 at the Site
12 3) Premiums paid for performance and payment bonds
13 4) Transportation of Contractor's personnel, equipment, and operating supplies
14 to another location within the designated Site
15 5) Relocation of necessary general facilities for the Contractor's operation
16 from one location to another location on the Site.
17 b. Demobilization:
18 1) Transportation of Contractor's personnel, equipment, and operating supplies
19 away from the Site including disassembly
20 2) Site Clean-up
21 3) Removal of all buildings and/or other facilities assembled at the Site for this
22 Contract
23 c. Mobilization and Demobilization do not include activities for specific items of
24 work that are for which payment is provided elsewhere in the contract.
25 3. Remobilization
26 a. Remobilization for Suspension of Work specifically required in the Contract
27 Documents or as required by City includes:
28 1) Demobilization:
29 a) Transportation of Contractor's personnel, equipment, and operating
30 supplies from the Site including disassembly or temporarily securing
31 equipment, supplies, and other facilities as designated by the Contract
32 Documents necessary to suspend the Work.
33 b) Site Clean-up as designated in the Contract Documents
34 2) Remobilization:
35 a) Transportation of Contractor's personnel, equipment, and operating
36 supplies to the Site necessary to resume the Work.
37 b) Establishment of necessary general facilities for the Contractor's
38 operation at the Site necessary to resume the Work.
39 3) No Payments will be made for:
40 a) Mobilization and Demobilization from one location to another on the
41 Site in the normal progress of performing the Work.
42 b) Stand-by or idle time
43 c) Lost profits
44 3. Mobilizations and Demobilization for Miscellaneous Projects
45 a. Mobilization and Demobilization
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
017000-2
MOBILIZATION AND REMOBILIZATION
Page 2 of 3
1 1) Mobilization shall consist of the activities and cost on a Work Order basis
2 necessary for:
3 a) Transportation of Contractor's personnel, equipment, and operating
4 supplies to the Site for the issued Work Order.
5 b) Establishment of necessary general facilities for the Contractor's
6 operation at the Site for the issued Work Order
7 2) Demobilization shall consist of the activities and cost necessary for:
8 a) Transportation of Contractor's personnel, equipment, and operating
9 supplies from the Site including disassembly for each issued Work
10 Order
11 b) Site Clean-up for each issued Work Order
12 c) Removal of all buildings or other facilities assembled at the Site for
13 each Work Oder
14 b. Mobilization and Demobilization do not include activities for specific items of
15 work for which payment is provided elsewhere in the contract.
16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
17 a. A Mobilization for Miscellaneous Projects when directed by the City and the
18 mobilization occurs within 24 hours of the issuance of the Work Order.
19 B. Deviations from City of Fort Worth Standards
20
2. None
21 C. Related Specification Sections include but are not necessarily limited to
22 2. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the
23 Contract.
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment
26 2. Mobilization and Demobilization
27 a. Measurement and Payment
28 1) Work associated with this Item is considered subsidiary to the various items
29 bid. No separate payment will be allowed for this item.
30 3. Remobilization for suspension of Work as specifically required in the Contract
31 Documents
32 a. Measurement
33 1) Measurement for this Item shall be per each remobilization preformed.
34 b. Payment
35 1) The work performed in accordance with this Item will be paid for at the
36 unit price per each "Specified Remobilization" in accordance with Contract
37 Documents.
38 c. The price shall include:
39 1) Demobilization as described in Section 1.1.A.2.a.1)
40 2) Remobilization as described in Section 1.1.A.2.a.2)
41 d. No payments will be made for standby, idle time, or lost profits associated with
42 this Item.
43 4. Remobilization for suspension of Work as required by City
44 a. Measurement and Payment
45 1) This shall be submitted as a Contract Claim in accordance with Article 10
46 of 00 72 00 General Conditions.
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 7000-3
MOBILIZATION AND REMOBILIZATION
Page 3 of 3
1 2) No payments will be made for standby, idle time, or lost profits associated
2 with this Item.
3 5. Mobilizations and Demobilizations for Miscellaneous Projects
4 a. Measurement
5 1) Measurement for this Item shall be for each Mobilization and
6 Demobilization required by the Contract Documents
7 b. Payment
8 1) The Work performed in accordance with this Item will be paid for at the
9 unit price per each "Work Order Mobilization" in accordance with
10 Contract Documents. Demobilization shall be considered subsidiary to
11 mobilization and shall not be paid for separately.
12 c. The price shall include
13 1) Mobilization as described in Section 1.1.A.3.a.1)
14 2) Demobilization as described in Section 1.1.A.3.a.2)
15 3) No payments will be made for standby, idle time, or lost profits associated
16 this Item.
17 6. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
18 a. Measurement
19 1) Measurement for this Item shall be for each Mobilization and
20 Demobilization required by the Contract Documents
21 b. Payment
22 1) The Work performed in accordance with this Item will be paid for at the
23 unit price per each "Work Order Emergency Mobilization" in accordance
24 with Contract Documents. Demobilization shall be considered subsidiary
25 to mobilization and shall not be paid for separately.
26 c. The price shall include
27 1) Mobilization as described in Section 1.1.A.4.a)
28 2) Demobilization as described in Section 1.1.A.3.a.2)
29 3) No payments will be made for standby, idle time, or lost profits associated
30 this Item.
31 1.3 TO 1.12 [NOT USED]
32 PART 2 - PRODUCTS [NOT USED]
33 PART 3 - EXECUTION [NOT USED]
34 END OF SECTION
35
36
Revision Log
DATE NAME SUMMARY OF CHANGE
[2010 JAN 06]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised June 7, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
017123-1
CONSTRUCTION STAKING
Page 1 of 3
1 SECTION 01 71 23
2 CONSTRUCTION STAKING
3 PART 1 - 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 01 33 00.
36 1. All submittals shall be approved by the Engineer or the City prior to delivery.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
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 loll] 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 71 23 -3
CONSTRUCTION STAKING
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
10
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Page 3 of 3
HMAC SURFACE OVERLAY (2012-14)
City Project No, 01927
017423-1
CLEANING
Page 1 of 4
1 SECTION 01 74 23
2 CLEANING
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 — General Requirements
13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 1. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
24 inspection.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 74 23 - 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
2
3 PART 1 - GENERAL
SECTION 01 77 19
CLOSEOUT REQUIREMENTS
017719-1
CLOSEOUT REQUIREMENTS
Page 1 of 3
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B, Deviations from this City of Fort Worth Standard Specification
8 1.. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 — General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Guarantees, Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
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 74 23.
14 C. Final Inspection
15 1. After final cleaning, provide notice to the City Project Representative that the Work
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection, the City will notify the Contractor, in
19 writing within 10 business days, of any particulars in which this inspection
20 reveals that the Work is defective or incomplete.
21 2. Upon receiving written notice from the City, immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 City.
24 3. Upon completion of Work associated with the items listed in the City's written
25 notice, inform the City, that the required Work has been completed. Upon receipt
26 of this notice, the City, in the presence of the Contractor, will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment in full
29 operation. These special accessory items include, but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f. Vault keys
36 g. Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
017719-3
CLOSEOUT REQUIREMENTS
Page 3 of 3
1 D. Notice of Project Completion
2 1. Once the City Project Representative finds the Work subsequent to Final Inspection
3 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
4 E. Supporting Documentation
5 1. Coordinate with the City Project Representative to complete the following
6 additional forms:
7 a. Final Payment Request
8 b. Statement of Contract Time
9 c. Affidavit of Payment and Release of Liens
10 d. Consent of Surety to Final Payment
11 e. Pipe Report (if required)
12 f. Contractor's Evaluation of City
13 g. Performance Evaluation of Contractor
14 F. Letter of Final Acceptance
15 1. Upon review and acceptance of Notice of Project Completion and Supporting
16 Documentation, in accordance with General Conditions, City will issue Letter of
17 Final Acceptance and release the Final Payment Request for payment.
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 RE -INSTALLATION [NOT USED]
20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING [NOT USED]
24 3.11 CLOSEOUT ACTIVITIES [NOT USED]
25 3.12 PROTECTION [NOT USED]
26 3.13 MAINTENANCE [NOT USED]
27 3.14 ATTACHMENTS [NOT USED]
28 END OF SECTION
29
30
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
2
3 PART 1- GENERAL
4 1.1 SUMMARY
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
01 78 39 - 1
PROJECT RECORD DOCUMENTS
Page 1 of 5
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 78 39 - 2
PROJECT RECORD DOCUMENTS
Page 2 of 5
1 2. Accuracy of records shall be such that future searches for items shown in the
2 Contract Documents may rely reasonably on information obtained from the
3 approved Project Record Documents.
4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of
5 information that the change has occurred.
6 4. Provide factual information regarding all aspects of the Work, both concealed and
7 visible, to enable future modification of the Work to proceed without lengthy and
8 expensive site measurement, investigation and examination.
9 1.10 STORAGE AND HANDLING
10 A. Storage and Handling Requirements
11 1. Maintain the job set of Record Documents completely protected from deterioration
12 and from loss and damage until completion of the Work and transfer of all recorded
13 data to the final Project Record Documents.
14 2. In the event of loss of recorded data, use means necessary to again secure the data
15 to the City's approval.
16 a. In such case, provide replacements to the standards originally required by the
17 Contract Documents.
18 1.11 FIELD [SITE] CONDITIONS [NOT USED]
19 1.12 WARRANTY [NOT USED]
20 PART 2 - PRODUCTS
21 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED]
22 2.2 RECORD DOCUMENTS
23 A. Job set
24 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
25 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
26 B. Final Record Documents
27 1. At a time nearing the completion of the Work and prior to Final Inspection, provide
28 the City 1 complete set of all Final Record Drawings in the Contract.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 78 39 - 3
PROJECT RECORD DOCUMENTS
Page 3 of 5
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
4 3.1 INSTALLERS [NOT USED]
5 3.2 EXAMINATION [NOT USED]
6 3.3 PREPARATION [NOT USED]
7 3.4 MAINTENANCE DOCUMENTS
8 A. Maintenance of Job Set
9 1. Immediately upon receipt of the job set, identify each of the Documents with the
10 title, "RECORD DOCUMENTS - JOB SET".
11 2. Preservation
12 a. Considering the Contract completion time, the probable number of occasions
13 upon which the job set must be taken out for new entries and for examination,
14 and the conditions under which these activities will be performed, devise a
15 suitable method for protecting the job set.
16 b. Do not use the job set for any purpose except entry of new data and for review
17 by the City, until start of transfer of data to final Project Record Documents.
18 c. Maintain the job set at the site of work.
19 3. Coordination with Construction Survey
20 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23,
21 clearly mark any deviations from Contract Documents associated with
22 installation of the infrastructure.
23 4. Making entries on Drawings
24 a. Record any deviations from Contract Documents.
25 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
26 change by graphic line and note as required.
27 c. Date all entries.
28 d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
29 e. In the event of overlapping changes, use different colors for the overlapping
30 changes.
31 5. Conversion of schematic layouts
32 a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
33 ducts, and similar items, are shown schematically and are not intended to
34 portray precise physical layout.
35 1) Final physical arrangement is determined by the Contractor, subject to the
36 City's approval.
37 2) However, design of future modifications of the facility may require
38 accurate information as to the final physical layout of items which are
39 shown only schematically on the Drawings.
40 b. Show on the job set of Record Drawings, by dimension accurate to within 1
41 inch, the centerline of each run of items.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 78 39 - 4
PROJECT RECORD DOCUMENTS
Page 4 of 5
1 1) Final physical arrangement is determined by the Contractor, subject to the
2 City's approval.
3 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
4 ceiling plenum", "exposed", and the like).
5 3) Make all identification sufficiently descriptive that it may be related
6 reliably to the Specifications.
7 c. The City may waive the requirements for conversion of schematic layouts
8 where, in the City's judgment, conversion serves no useful purpose. However,
9 do not rely upon waivers being issued except as specifically issued in writing
10 by the City.
11 B. Final Project Record Documents
12 1. Transfer of data to Drawings
13 a. Carefully transfer change data shown on the job set of Record Drawings to the
14 corresponding final documents, coordinating the changes as required.
15 b. Clearly indicate at each affected detail and other Drawing a full description of
16 changes made during construction, and the actual location of items.
17 c. Ca11 attention to each entry by drawing a "cloud" around the area or areas
18 affected.
19 d. Make changes neatly, consistently and with the proper media to assure
20 longevity and clear reproduction.
21 2. Transfer of data to other Documents
22 a. If the Documents, other than Drawings, have been kept clean during progress of
23 the Work, and if entries thereon have been orderly to the approval of the City,
24 the job set of those Documents, other than Drawings, will be accepted as final
25 Record Documents.
26 b. If any such Document is not so approved by the City, secure a new copy of that
27 Document from the City at the City's usual charge for reproduction and
28 handling, and carefully transfer the change data to the new copy to the approval
29 of the City.
30 3.5 REPAIR / RESTORATION [NOT USED]
31 3.6 RE -INSTALLATION [NOT USED]
32 3.7 FIELD [ors] SITE QUALITY CONTROL [NOT USED]
33 3.8 SYSTEM STARTUP [NOT USED]
34 3.9 ADJUSTING [NOT USED]
35 3.10 CLEANING [NOT USED]
36 3.11 CLOSEOUT ACTIVITIES [NOT USED]
37 3.12 PROTECTION [NOT USED]
38 3.13 MAINTENANCE [NOT USED]
39 3.14 ATTACHMENTS [NOT USED]
40 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
01 78 39 - 5
PROJECT RECORD DOCUMENTS
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Page 5 of 5
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
024115-1
PAVING REMOVAL
Page 1 of 6
1 SECTION 02 41 15
2 PAVING REMOVAL
3 PART 1 - 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 11 33 - 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
0241 15-2
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No, 01927
02 41 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No, 01927
02 41 15 -4
PAVING REMOVAL
Page 4 of 6
1 3. Sawcut parallel to the original sawcut in square or rectangular fashion.
2 4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw
3 joint, cold joint, expansion joint, edge of paving or gutter lip, remove paving to that
4 joint, edge or lip.
5 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new,
6 neat, straight line for the purpose of removing the damaged area.
7 C. Remove Concrete Paving and Concrete Valley Gutter
8 1. Sawcut: See 3.4.B.
9 2. Remove concrete to the nearest expansion joint or vertical saw cut.
10 D. Remove Concrete Curb and Gutter
11 1. Sawcut: See 3.4.B.
12 2. Minimum limits of removal: 30 inches in length.
13 E. Remove Asphalt Paving
14 1. Sawcut: See 3.4.B.
15 2. Remove pavement without disturbing the base material.
16 3. When shown on the plans or as directed, stockpile materials designated as
17 salvageable at designated sites.
18 4. Prepare stockpile area by removing vegetation and trash and by providing for
19 proper drainage.
20 F. Milling
21 1. General:
22 a. Mill surfaces to the depth shown in the plans or as directed.
23 b. Do not damage or disfigure adjacent work or existing surface improvements.
24 c. If milling exposes smooth underlying pavement surfaces, mill the smooth
25 surface to make rough.
26 d. Provide safe temporary transition where vehicles or pedestrians must pass over
27 the milled edges.
28 e. Remove excess material and clean milled surfaces.
29 f. Stockpiling of planed material will not be permitted within the right of way
30 unless approved by the City.
31 g. If the existing base is brick and cannot be milled, remove a 5 foot width of the
32 existing brick base. See 3.3.G. for brick paving removal.
33 2. Milling Equipment
34 a. Power operated milling machine capable of removing, in one pass or two
35 passes, the necessary pavement thickness in a five-foot minimum width.
36 b. Self-propelled with sufficient power, traction and stability to maintain accurate
37 depth of cut and slope.
38 c. Equipped with an integral loading and reclaiming means to immediately
39 remove material cut from the surface of the roadway and discharge the cuttings
40 into a truck, all in one operation.
41 d. Equipped with means to control dust created by the cutting action.
42 e. Equipped with a manual system providing for uniformly varying the depth of
43 cut while the machine is in motion making it possible to cut flush to all inlets,
44 manholes, or other obstructions within the paved area.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
02 41 15 -5
PAVING REMOVAL
Page 5 of 6
1 f. Variable Speed in order to leave the specified grid pattern.
2 g. Equipped to minimize air pollution.
3 3. Wedge Milling and Surface Milling
4 a. Wedge Mill existing asphalt, concrete or brick pavement from the lip of gutter
5 at a depth of 2 inches and transitioning to match the existing pavement (0-inch
6 cut) at a minimum width of 5 feet.
7 b. Surface Mill existing asphalt pavement to the depth specified,
8 c. Provide a milled surface that provides a uniform surface free from gouges,
9 ridges, oil film, and other imperfections of workmanship with a uniform
10 textured appearance.
11 d. In all situations where the existing H.M.A.C. surface contacts the curb face, the
12 wedge milling includes the removal of the existing asphalt covering the gutter
13 up to and along the face of curb.
14 e. Perform wedge or surface milling operation in a continuous manner along both
15 sides of the street or as directed.
16 4. Butt Joint Milling
17 a. Mill butt joints into the existing surface, in association with the wedge milling
18 operation.
19 b. Butt joint will provide a full width transition section and a constant depth at the
20 point where the new overlay is terminated.
21 c. Typical locations for butt joints are at all beginning and ending points of streets
22 where paving material is removed. Prior to the milling of the butt joints,
23 consult with the City for proper location and limits of these joints.
24 d. Butt Milled joints are required on both sides of all railroad tracks and concrete
25 valley gutters, bridge decks and culverts and all other items which transverse
26 the street and end the continuity of the asphalt surface.
27 e. Make each butt joint 20 feet long and milled out across the full width of the
28 street section to a tapered depth of 2 inch.
29 f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a
30 line adjacent to the beginning and ending points or intermediate transverse
31 items.
32 g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride
33 over the bump.
34 G. Remove Brick Paving
35 1. Remove masonry paving units to the limits specified in the plans or as directed by
36 the City.
37 2. Salvage existing bricks for re -use, clean, palletize, and deliver to the City Stock pile
38 yard at 3300 Yuma Street or as directed.
39 H. Pavement Pulverization
40 1. Pulverization
41 a. Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33.
42 b. Temporarily remove and store the 8-inch deep pulverized material, then cut the
43 base 2 inches.
44 c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface.
45 2. Cement Application
46 a. Use 1.5% Portland cement.
47 b. See Section 32 11 33.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
024115-6
PAVING REMOVAL
Page 6 of 6
1 3. Mixing: see Section 32 11 33.
2 4. Compaction: see Section 32 11 33.
3 5. Finishing: see Section 32 11 33.
4 6. Curing: see Section 32 11 33.
5 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed
6 stone/gravel:
7 a. Undercut not required
8 b. Pulverize 10 inches deep.
9 c. Remove 2-inch the total pulverized amount.
10 I. Remove speed cushion
11 1. Scrape or sawcut speed cushion from existing pavement without damaging existing
12 pavement.
13 3.5 REPAIR [NOT USED]
14 3.6 RE -INSTALLATION [NOT USED]
15 3.7 FIELD QUALITY CONTROL [NOT USED]
16 3.8 SYSTEM STARTUP [NOT USED]
17 3.9 ADJUSTING [NOT USED]
18 3.10 CLEANING [NOT USED]
19 3.11 CLOSEOUT ACTIVITIES [NOT USED]
20 3.12 PROTECTION [NOT USED]
21 3.13 MAINTENANCE [NOT USED]
22 3.14 ATTACHMENTS [NOT USED]
23 END OF SECTION
24
25
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
312316-1
UNCLASSIFIED EXCAVATION
Page I of 4
1 SECTION 31 23 16
2 UNCLASSIFIED EXCAVATION
3 PART 1- 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 31 24 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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
31 23 16-2
UNCLASSIFIED EXCAVATION
Page 2 of 4
1 f. Hauling
2 g. Disposal of excess material not used elsewhere onsite
3 h. Scarification
4 i. Clean-up
5 1.3 REFERENCES [NOT USED]
6 A. Definitions
7 1. Unclassified Excavation — Without regard to materials, all excavations shall be
8 considered unclassified and shall include all materials excavated. Any reference to
9 Rock or other materials on the Drawings or in the specifications is solely for the
10 City and the Contractor's information and is not to be taken as a classification of
11 the excavation.
12 1.4 ADMINSTRATIVE REQUIREMENTS
13 A. The Contractor will provide the City with a Disposal Letter in accordance to Division
14 01.
15 1.5 SUBMITTALS [NOT USED]
16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
17 1.7 CLOSEOUT SUBMITTALS [NOT USED]
18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
19 1.9 QUALITY ASSURANCE
20 A. Excavation Safety
21 1. The Contractor shall be solely responsible for making all excavations in a safe
22 manner.
23 2. All excavation and related sheeting and bracing shall comply with the requirements
24 of OSHA excavation safety standards 29 CFR part 1926 and state requirements.
25 1.10 DELIVERY, STORAGE, AND HANDLING
26 A. Storage
27 1. Within Existing Rights -of -Way (ROW)
28 a. Soil may be stored within existing ROW, easements or temporary construction
29 easements, unless specifically disallowed in the Contract Documents.
30 b. Do not block drainage ways, inlets or driveways.
31 c. Provide erosion control in accordance with Section 31 25 00.
32 d. When the Work is performed in active traffic areas, store materials only in
33 areas barricaded as provided in the traffic control plans.
34 e. In non -paved areas, do not store material on the root zone of any trees or in
35 landscaped areas.
36 2. Designated Storage Areas
37 a. If the Contract Documents do not allow the storage of spoils within the ROW,
38 easement or temporary construction easement, then secure and maintain an
39 adequate storage location.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
31 23 16 -3
UNCLASSIFIED EXCAVATION
Page 3 of 4
1 b. Provide an affidavit that rights have been secured to store the materials on
2 private property.
3 c. Provide erosion control in accordance with Section 31 25 00.
4 d. Do not block drainage ways,
5 1.11 FIELD CONDITIONS
6 A. Existing Conditions
7 1. Any data which has been or may be provided on subsurface conditions is not
8 intended as a representation or warranty of accuracy or continuity between soils. It
9 is expressly understood that neither the City nor the Engineer will be responsible
10 for interpretations or conclusions drawn there from by the Contractor.
11 2. Data is made available for the convenience of the Contractor.
12 1.12 WARRANTY [NOT USED]
13 PART 2 - PRODUCTS [NOT USED]
14 2.1 OWNER -FURNISHED [NOT USED]
15 2.2 PRODUCT TYPES AND MATERIALS
16 A. Materials
17 1. Unacceptable Fill Material
18 a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM
19 D2487
20 PART 3 - EXECUTION
21 3.1 INSTALLERS [NOT USED]
22 3.2 EXAMINATION [NOT USED]
23 3.3 PREPARATION [NOT USED]
24 3.4 CONSTRUCTION
25 A. Accept ownership of unsuitable or excess material and dispose of material off -site
26 accordance with local, state, and federal regulations at locations.
27 B. Excavations shall be performed in the dry, and kept free from water, snow and ice
28 during construction with eh exception of water that is applied for dust control.
29 C. Separate Unacceptable Fill Material from other materials, remove from the Site and
30 properly dispose according to disposal plan.
31 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and
32 proposed or existing structures.
33 E. Correct any damage to the subgrade caused by weather, at no additional cost to the
34 City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
31 23 16 -4
UNCLASSIFIED EXCAVATION
Page 4 of 4
1 F. Shape slopes to avoid loosening material below or outside the proposed grades.
2 Remove and dispose of slides as directed.
3 G. Rock Cuts
4 1. Excavate to finish grades.
5 2. In the event of over excavation due to contractor error below the lines and grades
6 established in the Drawings, use approved embankment material compacted in
7 accordance with Section 31 24 00 to replace the over excavated at no additional
8 cost to City.
9 H. Earth Cuts
10 1. Excavate to finish subgrade
II 2. In the event of over excavation due to contractor error below the lines and grades
12 established in the Drawings, use approved embankment material compacted in
13 accordance with Section 31 24 00 to replace the over excavated at no additional
14 cost to City.
15 3. Manipulate and compact subgrade in accordance with Section 31 24 00.
16 3.5 REPAIR [NOT USED]
17 3.6 RE -INSTALLATION [NOT USED]
18 3.7 FIELD QUALITY CONTROL
19 A. Subgrade Tolerances
20 1. Excavate to within 0.1 foot in all directions.
21 2. In areas of over excavation, Contractor provides fill material approved by the City
22 at no expense to the City.
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
31
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
2
3 PART 1 - GENERAL
SECTION 32 11 23
FLEXIBLE BASE COURSES
32 11 23 - I
FLEXIBLE BASE COURSES
Page 1 of 7
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-Ibf/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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321123-2
FLEXIBLE BASE COURSES
Page 2 of 7
1 d. Tex-110-E, Particle Size Analysis of Soils
2 e. Tex-116-E, Ball Mill Method for Determining the Disintegration of Flexible
3 Base Material
4 f. Tex-117-E, Triaxial Compression for Disturbed Soils and Base Materials
5 g. Tex-411-A, Soundness of Aggregate Using Sodium Sulfate or Magnesium
6 Sulfate
7 h. Tex-413-A, Determining Deleterious Material in Mineral Aggregate
8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
9 1.5 ACTION SUBMITTALS [NOT USED]
10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
11 1.7 CLOSEOUT SUBMITTALS [NOT USED]
12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
13 1.9 QUALITY ASSURANCE [NOT USED]
14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS [NOT USED]
18 2.1 OWNER -FURNISHED PRODUCTS [NOT USED]
19 2.2 MATERIALS
20 A. General
21 1. Furnish uncontaminated materials of uniform quality that meet the requirements of
22 the plans and specifications.
23 2. Obtain materials from approved sources.
24 3. Notify City of changes to material sources.
25 4. The City may sample and test project materials at any time before compaction
26 throughout the duration of the project to assure specification compliance.
27 B. Aggregate
28 1. Furnish aggregate of the type and grade shown on the plans and conforming to the
29 requirements of Table 1.
30 2. Each source must meet Table 1 requirements for liquid limit, plastiCity index, and
31 wet ball mill for the grade specified.
32 3. Do not use additives such as but not limited to lime, cement, or fly ash to modify
33 aggregates to meet the requirements of Table 1, unless shown on the plans.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
2
3
No.4
No.40
Liquid limit, % max.'
PlastiCity index, max.'
Wet ball mill, % max.'
Wet ball mill, % max.
increase passing the
No. 40 sieve
Classification'
Min. compressive
strength', psi
lateral pressure 0 psi
lateral pressure 15 psi
Table 1
Material Requirements
Property Test Method Grade 1 Grade 2
Master gradation sieve
size (% retained)
2-1/2 in. — 0
1-3/4 in. 0 0-10
7/8in Tex-110-E 10-35 —
3/8 in. 30-50 —
45-65 45-75
70-85
Tex-104-E 35
Tex-106-E 10
Tex-I16-E
Tex-117-E
40
20
60-85
40
12
45
20
1.0 1.1-2.3
45 35
175 175
I. 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-411-A.
3. Meet both the classification and the minimum compressive
strength, unless otherwise shown on the plans.
321123-3
FLEXIBLE BASE COURSES
Page 3 of 7
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321123-4
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321123-5
FLEXIBLE BASE COURSES
Page 5 of 7
1 1. Construct each layer uniforrnly, free 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 same
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321123-6
FLEXIBLE BASE COURSES
Page 6 of 7
1 a. Begin rolling longitudinally at the sides and proceed towards the center,
2 overlapping on successive trips by at least 1/2 the width of the roller unit.
3 b. On superelevated curves, begin rolling at the low side and progress toward the
4 high side.
5 c. Offset alternate trips of the roller.
6 d. Operate rollers at a speed between 2 and 6 mph as directed.
7 e. Rework, recompact, and refinish material that fails to meet or that loses
8 required moisture, density, stability, or finish before the next course is placed or
9 the project is accepted.
10 f. Continue work until specification requirements are met.
11 g. Proof roll the compacted flexible base in accordance with the following:
12 1) Proof Rolling
13 a) City Project Representative must be on -site during proof rolling
14 operations.
15 b) Use equipment that will apply sufficient load to identify soft spots that
16 rut or pump.
17 (1) Acceptable equipment includes fully loaded single -axle water truck
18 with a 1500 gallon capacity.
19 c) Make at least 2 passes with the proof roller (down and back = 1 pass).
20 d) Offset each trip by at most 1 tire width.
21 e) If an unstable or non -uniform area is found, correct the area.
22 2) Correct
23 a) Soft spots that rut or pump greater than 3/4 inch.
24 b) Areas that is unstable or non -uniform.
25 3. Tolerances
26 a. Maintain the shape of the course by blading.
27 b. Completed surface shall be smooth and in conformity with the typical sections
28 shown on the plans to the established lines and grades.
29 c. For subgrade beneath paving surfaces, correct any deviation in excess of 1/4
30 inch in cross section in length greater than 16 feet measured longitudinally by
31 loosening, adding or removing material. Reshape and recompact by sprinkling
32 and rolling.
33 d. Correct all fractures, settlement or segregation immediately by scarifying the
34 areas affected, adding suitable material as required. Reshape and recompact by
35 sprinkling and rolling.
36 e. Should the subbase or base course, due to any reason, lose the required
37 stability, density and finish before the surfacing is complete, it shall be
38 recompacted at the sole expense of the CONTRACTOR.
39 4. Density Control.
40 a. Minimum Density: 95 percent compaction as determined by ASTM D698.
41 b. Moisture content: minus 2 to plus 4 of optimum.
42 E. Finishing
43 1. After completing compaction, clip, skin, or tight -blade the surface with a
44 maintainer or subgrade trimmer to a depth of approximately 1/4 inch.
45 2. Remove loosened material and dispose of it at an approved location.
46 3. Seal the clipped surface immediately by rolling with an appropriate size pneumatic
47 tire roller until a smooth surface is attained.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321123-7
FLEXIBLE BASE COURSES
Page 7 of 7
1 4. Add small increments of water as needed during rolling.
2 5. Shape and maintain the course and surface in conformity with the typical sections,
3 lines, and grades as shown on the plans or as directed.
4 6. In areas where surfacing is to be placed, correct grade deviations greater than 1/4
5 inch in 16 feet measured longitudinally or greater than 1/4 inch over the entire
6 width of the cross-section.
7 7. Correct by loosening, adding, or removing material.
8 8. Reshape and recompact in accordance with 3.4.C.
9 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
10 3.6 RE -INSTALLATION [NOT USED]
11 3.7 QUALITY CONTROL
12 A. Density Test
13 1. City to measure density of flexible base course.
14 a. Notify City Project Representative when flexible base ready for density testing.
15 b. Spacing directed by City (1 per block minimum).
16 c. City Project Representative determines location of density testing.
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION [NOT USED]
22 3.13 MAINTENANCE [NOT USED]
23 3.14 ATTACHMENTS [NOT USED]
24 END OF SECTION
25
26
27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
2
3 PART 1- GENERAL
321133-1
CEMENT TREATED BASE COURSES
Page 1 of 7
SECTION 32 11 33
CEMENT TREATED BASE COURSES
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
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321133-2
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 - PRODUCTS
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321133-3
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.
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321133-4
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 III, to determine compliance with the gradation
38 requirements in Table 1.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No, 01927
1
2
321133-5
CEMENT TREATED BASE COURSES
Page 5 of 7
Table 1
Gradation Requirements Minimum % Passing
Sieve Size Base
1-3/4 in. 100
3/4 in. 85
No.4 60
3 F. Compaction
4 1. Prior to the beginning of compaction, the mixture shall be in a loose condition for
5 its full depth.
6 2. Compact material to at least 95-percent of the maximum density as determined by
7 ASTM D698.
8 3. At the start of compaction, the percentage of moisture in the mixture and in un-
9 pulverized soil lumps shall be less than the quantity which shall cause the soil-
10 cement mixture to become unstable during compaction and finishing.
11 4. When the uncompacted soil -cement mixture is wetted by rain so that the average
12 moisture content exceeds the tolerance given at the time of final compaction, the
13 entire section shall be reconstructed in accordance with this specification at the sole
14 expense of the CONTRACTOR.
15 5. The specified optimum moisture content and density shall be determined in the
16 field on the representative samples of soil -cement mixture obtained from the area
17 being processed.
18 6. Final moisture content shall be within minus-2 to plus-4-of-optimum.
19 7. Begin compaction after mixing and after gradation and moisture requirements have
20 been met.
21 8. Begin compaction at the bottom and continue until the entire depth of the mixture is
22 uniformly compacted.
23 9. Uniformly compact the mixture to the specified density within 2-hours.
24 10. After the soil and cement mixture is compacted uniformly apply water as needed
25 and thoroughly mix in.
26 11. Reshape the surface to the required lines, grades and cross section and then lightly
27 scarify to loosen any imprint left by the compacting or shaping equipment.
28 G. Maintenance
29 1. Maintain the soil -cement treatment in good condition from the time,it first starts
30 work until all work shall is completed.
31 2. Maintenance includes immediate repairs of any defect that may occur after the
32 cement is applied.
33 3. Maintenance work shall be done by the CONTRACTOR at the CONTRACTOR'S
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321133-6
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 72 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 D6938.
40 3. Spacing directed by City (1 per block minimum).
41 4. City Project Representative determines density testing locations.
42 B. Depth Test
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321133-7
CEMENT TREATED BASE COURSES
Page 7 of 7
1. Take minimum of one core per 500 linear feet per each direction of travel
2 staggering test location in each lane to determine in -place depth.
3 2. City Project Representative determines depth testing locations.
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
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
2
3 PART 1- GENERAL
4 1.1 SUMMARY
SECTION 32 12 16
ASPHALT PAVING
321216-1
ASPHALT PAVING
Page 1 of 23
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 Woith 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
32 12 16 -2
ASPHALT PAVING
Page 2 of 23
1 1.3 REFERENCES
2 A. Abbreviations and Acronyms
3 1. RAP (reclaimed asphalt pavement)
4 2. SAC (surface aggregate classification)
5 3. BRSQC (Bituminous Rated Source Quality Catalog)
6 4. AQMP (Aggregate Quality Monitoring Program)
7 5. H.M.A.C. (Hot Mix Asphalt Concrete)
8 6. WMA (Warm Mix Asphalt)
9 B. Reference Standards
10 1. Reference standards cited in this specification refer to the current reference standard
11 published at the time of the latest revision date logged at the end of this
12 specification, unless a date is specifically cited.
13 2. National Institute of Standards and Technology (NIST)
14 a. Handbook 44 - 2007 Edition: Specifications, Tolerances, and Other Technical
15 Requirements for Weighing and Measuring Devices
16 3. ASTM International (ASTM):
17 a. ASTM D6084 - 06 Standard Test Method for Elastic Recovery of Bituminous
18 Materials by Ductilometer
19 4. American Association of State Highway and Transportation Officials
20 a. MP2 Standard Specification for Superpave Volumetric Mix Design
21 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt
22 (HMA)
23 c. T 201, Kinematic Viscosity of Asphalts (Bitumens)
24 d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary
25 Viscometer
26 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder
27 Using Rotational Viscometer
28 f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt
29 Binder Using the Bending Beam Rheometer (BBR)
30 5. Texas Department of Transportation
31 a. Bituminous Rated Source Quality Catalog (BRSQC)
32 b. TEX 100-E, Surveying and Sampling Soils for Highways
33 c. Tex 106-E, Calculating the Plasticity Index of Soils
34 d. Tex 107-E, Determining the Bar Linear Shrinkage of Soils
35 e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates
36 f. Tex 203-F, Sand Equivalent Test
37 g. Tex-204-F, Design of Bituminous Mixtures
38 h. Tex-207-F, Determining Density of Compacted Bituminous Mixtures
39 i. Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse
40 Aggregates
41 j. Tex-226-F, Indirect Tensile Strength Test
42 k. Tex-227-F, Theoretical Maximum Specific Gravity of Bituminous Mixtures
43 1. Tex-243-F, Tack Coat Adhesion
44 m. Tex-244-F, Thermal profile of Hot Mix Asphalt
45 n. Tex 280-F, Determination of Flat and Elongated Particles
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
32 12 16 -3
ASPHALT PAVING
Page 3 of 23
1 o. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve in Mineral Aggregates
2 (Decantation Test for Concrete Aggregates)
3 p. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete
4 q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine
5 r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium
6 s. Tex 460-A, Determining Crushed Face Particle Count
7 t. Tex 461-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion
8 u. Sulfate
9 v. Tex-530-C, Effect of Water on Bituminous Paving Mixtures
10 w. Tex-540-C, Measurement of Polymer Separation on Heating in Modified
11 Asphalt Systems
12 x. Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders
13 y. Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales
14 z. Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters
15 aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems
16 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
17 1.5 ACTION SUBMITTALS [NOT USED]
18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
19 A. Asphalt Paving Mix Design: Submit for approval. See 123.1.
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 CONDITIONS
25 A. Weather Conditions
26 I. Place mixture when the roadway surface temperature is equal to or higher than the
27 temperatures listed in Table 1.
28 Table 1
29 Minimum Pavement Surface Temperatures
Originally Specified High
Temperature Binder
Grade
PG64 or lower
PG 70
PG 76 or higher
Minimum Pavement Surface Temperatures in
Degrees Fahrenheit
Subsurface Layers or Surface Layers Placed in
Night Paving Operations Daylight Operations
45
551
601
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
50
60'
60'
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
32 12 16 -4
ASPHALT PAVING
Page 4 of 23
1 1. Contractors may pave at temperatures 10°F lower than the values shown in Table 1
2 when utilizing a paving process including WMA or equipment that eliminates thermal
3 segregation. In such cases, the contractor must use either a hand held thermal camera
4 or a hand held infrared thermometer operated in accordance with Tex-244-F to
5 demonstrate to the satisfaction of the City that the uncompacted mat has no more than
6 10° F of thermal segregation.
7
8 2. Unless otherwise shown on the plans, place mixtures only when weather conditions
9 and moisture conditions of the roadway surface are suitable in the opinion of the
10 City.
11
12 1.12 WARRANTY [NOT USED]
13 PART 2 - PRODUCTS
14 2.1 OWNER -FURNISHED PRODUCTS [NOT USED]
15 2.2 MATERIALS
16 A. General:
17 1. Furnish uncontaminated materials of uniform quality that meet the requirements of
18 the plans and specifications.
19 2. Notify the City of all material sources.
20 3. Notify the City before changing any material source or formulation.
21 4. When the CONTRACTOR makes a source or formulation change, the City will
22 verify that the requirements of this specification are met and may require a new
23 laboratory mixture design, trial batch, or both.
24 5. The City may sample and test project materials at any time during the project to
25 verify compliance.
26 6. The depth of the compacted lift should be at least two times the nominal maximum
27 aggregate size.
28 B. Aggregate.
29 1. General:
30 a. Furnish aggregates from sources that conform to the requirements shown in
31 Table 1, and as specified in this Section, unless otherwise shown on the plans.
32 b. Provide aggregate stockpiles that meet the definition in this Section for either
33 coarse aggregate or fine aggregate.
34 c. When reclaimed asphalt pavement (RAP) is allowed by plan note, provide RAP
35 stockpiles in accordance with this Section.
36 d. Aggregate from RAP is not required to meet Table 2 requirements unless
37 otherwise shown on the plans.
38 e. Supply mechanically crushed gravel or stone aggregates that meet the
39 definitions in Tex 100 E.
40 f. Samples must be from materials produced for the project.
41 g. The City will establish the surface aggregate classification (SAC) and perform
42 Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
2
3
4
5
6
7
8
9
SAC
Deleterious material, percent, max
32 12 16 -5
ASPHALT PAVING
Page 5 of 23
h. Perform all other aggregate quality tests listed in Table 2.
i. Document all test results on the mixture design report.
j. The City may perform tests on independent or split samples to verify
CONTRACTOR test results.
k. Stockpile aggregates for each source and type separately and designate for the
City.
1. Determine aggregate gradations for mixture design and production testing
based on the washed sieve analysis given in Tex 200 F, Part II.
Table 2
Aggregate Quality Requirements
Property I Test Method I Requirement
Coarse Aggregate
AQMP As shown on plans
Tex-217-F, Part I 1.5
Decantation, percent, max
Micro-Deval abrasion, percent, max
Los Angeles abrasion, percent, max
(Magnesium sulfate soundness, 5 cycles, percent,
Coarse aggregate angularity, 2 crushed faces,
percent, min
Flat and elongated particles @ 5:1, percent, max
Linear shrinkage, percent, max
Sand equivalent, percent, min
Tex-217-F, Part II
Tex-46 1-A
Tex-410-A
max Tex-411-A
1
1.5
Note 1
40
302
Tex 460-A, Part I 853
Tex-280-F 10
Fine Aggregate
Tex-107-E
Combined Aggregate
Tex-203-F
3
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.
10 m. Coarse Aggregate.
11 1) Coarse aggregate stockpiles must have no more than 20 percent material
12 passing the No. 8 sieve.
13 2) Maximum aggregate size should not be over half of the proposed lift depth
14 to prevent particle on particle contact issues.
15 3) Provide aggregates from sources listed in the BRSQC.
16 4) Provide aggregate from nonlisted sources only when tested by the City
17 and/or approved before use.
18 5) Allow 30 calendar days for the City to sample, test, and report results for
19 nonlisted sources.
20 6) Class B aggregate meeting all other requirements in Table 2 may be
21 blended with a Class A aggregate in order to meet requirements for Class A
22 materials.
23 7) When blending Class A and B aggregates to meet a Class A requirement,
24 ensure that at least 50 percent by weight of the material retained on the
25 No. 4 sieve comes from the Class A aggregate source.
26 8) Blend by volume if the bulk specific gravities of the Class A and B
27 aggregates differ by more than 0.300.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321216-6
ASPHALT PAVING
Page 6 of 23
1 9) When blending, do not use Class C or D aggregates.
2 10) For blending purposes, coarse aggregate from RAP will be considered as
3 Class B aggregate.
4 11) Provide coarse aggregate with at least the minimum SAC shown on the
5 plans.
6 12) SAC requirements apply only to aggregates used on the surface of travel
7 lanes, unless otherwise shown on the plans.
8 n. RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement.
9 1) No RAP permitted for TYPE D H.M.A.C.
10 2) Use no more than 20 percent RAP on TYPE B H.M.A.C. unless otherwise
11 shown on the plans.
12 3) Crush or break RAP so that 100 percent of the particles pass the 2 inch
13 sieve.
14 4) RAP from either CONTRACTOR or City, including RAP generated during
15 the project, and is permitted only when shown on the plans.
16 5) City -owned RAP, if allowed for use, will be available at the location
17 shown on the plans.
18 6) When RAP is used, determine asphalt content and gradation for mixture
19 design purposes.
20 7) Perform other tests on RAP when shown on the plans.
21 8) When RAP is allowed by plan note, use no more than 30 percent RAP in
22 Type A or B mixtures unless otherwise shown on the plans.
23 9) Do not use RAP contaminated with dirt or other objectionable materials.
24 10) Do not use the RAP if the decantation value exceeds 5 percent and the
25 plasticity index is greater than 8.
26 11) Test the stockpiled RAP for decantation in accordance with the laboratory
27 method given in Tex-406-A, Part I.
28 12) Determine the plasticity index using Tex-106-E if the decantation value
29 exceeds 5percent.
30 13) The decantation and plasticity index requirements do not apply to RAP
31 samples with asphalt removed by extraction.
32 14) Do not intermingle CONTRACTOR -owned RAP stockpiles with City-
33 owned RAP stockpiles.
34 15) Remove unused CONTRACTOR -owned RAP material from the project
35 site upon completion of the project.
36 16) Return unused City -owned RAP to the designated stockpile location.
37 o. Fine Aggregate.
38 1) Fine aggregates consist of manufactured sands, screenings, and field sands.
39 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3.
40 3) Supply fine aggregates that are free from organic impurities.
41 4) The City may test the fine aggregate in accordance with Tex-408-A to
42 verify the material is free from organic impurities.
43 5) At most 15 percent of the total aggregate may be field sand or other
44 uncrushed fine aggregate.
45 6) With the exception of field sand, use fine aggregate from coarse aggregate
46 sources that meet the requirements shown in Table 2, unless otherwise
47 approved.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321216-7
ASPHALT PAVING
Page 7 of 23
1 7) If 10 percent or more of the stockpile is retained on the No. 4 sieve, test the
2 stockpile and verify that it meets the requirements in Table 1 for coarse
3 aggregate angularity (Tex-460-A) and flat and elongated particles
4 (Tex-280-F).
Table 3
Gradation Requirements for Fine Aggregate
percent Passing by Weight or
Sieve Size Volume
3/8" 100
#8 70-100
#200 0-30
5
6 2. Mineral Filler. Mineral filler consists of finely divided mineral matter such as
7 agricultural lime, crusher fines, hydrated lime, cement, or fly ash. Mineral filler is
8 allowed unless otherwise shown on the plans. Do not use more than 2 percent
9 hydrated lime or cement, unless otherwise shown on the plans. The plans may
10 require or disallow specific mineral fillers. When used, provide mineral filler that:
11 a. is sufficiently dry, free -flowing, and free from clumps and foreign matter;
12 b. does not exceed 3 percent linear shrinkage when tested in accordance with
13 Tex-107-E; and meets the gradation requirements in Table 4.
14
15
Table 4
Gradation Requirements for Mineral Filler
percent Passing by Weight or
Sieve Size Volume
#8 100
#200 55-100
16
17 3. Baghouse Fines. Fines collected by the baghouse or other dust -collecting equipment
18 may be reintroduced into the mixing drum.
19 4. Asphalt Binder. Furnish the type and grade of performance -graded (PG) asphalt
20 binder specified as follows:
21 a. Performance -Graded Binders. PG binders must be smooth and homogeneous,
22 show no separation when tested in accordance with Tex-540-C, and meet
23 Table 5 requirements.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
PG 58
Property and Test Method -22 I -28 I -34
Average 7-day max pavement design
temperature, °CI < 58 < 64
>- I >- I >- >- >- >- >- >-
Min pavement design temperature, °Ct 22 I 28 I 34 16 22 I 28 34 16
ORIGINAL BINDER
Flash point, T 48, Min, °C 230
Viscosity, T 316:2, 3
Max, 3.0 Paxs, test temperature, °C 135
Dynamic shear, T 315:4
G*/sin(d), Min, 1.00 kPa
Test temperature @ 10 rad/sec., °C
Elastic recovery, D 6084, 50°F, percent
Min
Mass loss, Tex-541-C, Max, percent
Dynamic shear, T 315:
G*/sin(d), Min, 2.20 kPa
Test temperature @ 10 rad/sec., °C
58
58
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Table 5
Performance -Graded Binders
Performance Grade
PG 64 PG 70 PG 76
-16 I -22 I -28 I -34 -16 I -22 I -28 I -34 -16 I -22 I -28
< 70
>- >-
22 28
< 76
>- >- >- >-
34 16 22 28
321216-8
ASPHALT PAVING
Page 8 of 23
PG 82
-34 -16 I -22 I -28
>- >-
34 16
< 82
>- >-
22 28
64 70 76 82
30 — — 30 50 — 30 50 60 30
ROLLING THIN-FILM OVEN (Tex-541-C)
1
50
60
70 50 60
64 70 76 82
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
70
Property and Test Method
PAV aging temperature, °C
Dynamic shear, T 315:
G*/sin(d), Max, 5000 kPa
Test temperature @ 10 rad/sec., °C
Creep stiffness, T 313:5' 6
S, max, 300 MPa,
m-value, min, 0.300
Test temperature @ 60 iec., °C
Direct tension, T 314:6
Failure strain, min, 1.0 percent
Test temperature @ 1.0 mm/min., °C
321216-9
ASPHALT PAVING
Page 9 of 23
Table 5 (continued)
Performance -Graded Binders
Performance Grade
PG 58 PG 64 PG 70 PG 76 PG 82
- 22 I -28 I -34 -16 I -22 I -28 I -34 -16 I -22 -28 I -34 -16 I -22 -28 I -34 -16 I -22 I -28
PRESSURE AGING VESSEL (PAV) RESIDUE (R 28)
100
25 22 19 28 25 22 19 28 25 22 19 28 25 22 19 28 25 22
- 12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6
-12 -18 -24 -6 -12 -18
- 12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18
1. Pavement temperatures are estimated from air temperatures using an algorithm contained in a Department-supp ied computer program, may be provided by the Department, or by following the procedures
outlined in AASHTO MP 2 and PP 28.
2. This requirement may be waived at the Department's discretion if the supplier warrants that the asphalt binder can be adequately pumped, mixed, and compacted at temperatures that meet all applicable
safety, environmental, and constructability requirements. At test temperatures where the binder is a Newtonian fluid, any suitable standard means of viscosity measurement may be used, including capillary
(T 201 or T 202) or rotational viscometry (T 316).
3. Viscosity at 135°C is an indicator of mixing and compaction temperatures that can be expected in the lab and field. High values may indicate high mixing and compaction temperatures. Additionally,
significant variation can occur from batch to batch. Contractors should be aware that variation could significantly impact their mixing and compaction operations. Contractors are therefore responsible for
addressing any constructability issues that may arise.
4. For quality control of unmodified asphalt binder production, measurement of the viscosity of the original asphalt binder may be substituted for dynamic shear measurements of G*/sin(d) at test
temperatures where the asphalt is a Newtonian fluid. Any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316).
5. Silicone beam molds, as described in AASHTO TP 1-93, are acceptable for use.
6. If creep stiffness is below 300 MPa, direct tension test is not required. If creep stiffness is between 300 and 600 MPa, the direct tension failure strain requirement can be used instead of the creep stiffness
requirement. The m-value requirement must be satisfied in both cases.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
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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-IH, SS-1H, or a
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,
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
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ASPHALT PAVING
Page 11 of 23
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
Size
1-1/2"
1"
3/4"
1/2"
3/8"
#4
#8
#30
#50
#200
B
Fine
Base
98.0-100.0
84.0-98.0
60.0-80.0
40.0-60.0
29.0-43.0
13.0-28.0
6.0-20.0
2.0-7.0
C D
Coarse Fine
Surface Surface
95.0-100.0
70.0-85.0
43.0-63.0
32.0-44.0
14.0-28.0
7.0-21.0
2.0-7.0
Design VMA', percent Minimum
— 13.0 14.0
Plant -Produced VMA, percent Minimum
12.0 13.0
1. Voids in Mineral Aggregates.
6
7
8
9
10
11
12
13
14
15
16
17
18
19
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.
98.0-100.0
85.0-100.0
50.0-70.0
35.0-46.0
15.0-29.0
7.0-20.0
2.0-7.0
15.0
14.0
Table 7
Laboratory Mixture Design Properties
Property Test Requirement
Method
Target laboratory -molded density, percent Tex-207-F 96.01
Tensile strength (dry), psi (molded to 93 2
percent +1 percent density) Tex-226-F 85-200
Boil test3 Tex-530-C —
1. Unless otherwise shown on the plans.
2. May exceed 200 psi when approved and may be waived when approved.
3. Used to establish baseline for comparison to production results. May be waived when
approved.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
3
32 12 16 - 12
ASPHALT PAVING
Page 12 of 23
d. When WMA is not required as shown on plans, produce an asphalt mixture
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
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAMINATION [NOT USED]
9 3.3 PREPARATION
10 A. Hauling Operations
11 1. Before use, clean all truck beds to ensure mixture is not contaminated.
12 2. When a release agent is necessary to coat truck beds, use a release agent approved
13 by the City.
14 3. Petroleum based products, such as diesel fuel, should not be used.
15 4. If wind, rain, temperature or haul distance impacts cooling, insulate truck beds or
16 cover the truck bed with tarpaulin.
17 5. If haul time in project is to be greater than 30 minutes, insulate truck beds or cover
18 the truck bed with tarpaulin.
19 3.4 INSTALLATION
20 A. Equipment.
21 1. General:
22 a. Provide required or necessary equipment to produce, haul, place, compact, and
23 core asphalt concrete pavement.
24 b. Ensure weighing and measuring equipment complies with specification.
25 c. Synchronize equipment to produce a mixture meeting the required proportions.
26 2. Production Equipment:
27 a. Provide:
28 1) drum -mix type, weigh -batch, or modified weigh -batch mixing plants that
29 ensure a uniform, continuous production;
30 2) automatic proportioning and measuring devices with interlock cut-off
31 circuits that stop operations if the control system malfunctions;
32 3) visible readouts indicating the weight or volume of asphalt and aggregate
33 proportions;
34 4) safe and accurate means to take required samples by inspection forces;
35 5) permanent means to check the output of metering devices and to perform
36 calibration and weight checks;
37 6) additive -feed systems to ensure a uniform, continuous material flow in the
38 desired proportion.
39 3. Weighing and Measuring Equipment.
40 a. General.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
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ASPHALT PAVING
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1 1) Provide weighing and measuring equipment for materials measured or
2 proportioned by weight or volume.
3 2) Provide certified scales, scale installations, and measuring equipment
4 meeting the requirements of NIST Handbook 44, except that the required
5 accuracy must be 0.4 percent of the material being weighed or measured.
6 3) Furnish leak -free weighing containers large enough to hold a complete
7 batch of the material being measured.
8 b. Truck Scales.
9 1) Furnish platform truck scales capable of weighing the entire truck or truck-
10 trailer combination in a single draft.
11 c. Aggregate Batching Scales.
12 1) Equip scales used for weighing aggregate with a quick adjustment at zero
13 that provides for any change in tare.
14 2) Provide a visual means that indicates the required weight for each
15 aggregate.
16 d. Suspended Hopper.
17 1) Provide a means for the addition or the removal of small amounts of
18 material to adjust the quantity to the exact weight per batch.
19 2) Ensure the scale equipment is level.
20 e. Belt Scales.
21 1) Use belt scales for proportioning aggregate that are accurate to within 1.0
22 percent based on the average of 3 test runs, where no individual test run
23 exceeds 2.0 percent when checked in accordance with Tex-920-K.
24 f. Asphalt Material Meter.
25 1) Provide an asphalt material meter with an automatic digital display of the
26 volume or weight of asphalt material.
27 2) Verify the accuracy of the meter in accordance with Tex-921-K.
28 3) When using the asphalt meter for payment purposes, ensure the accuracy of
29 the meter is within 0.4 percent.
30 4) When used to measure component materials only and not for payment,
31 ensure the accuracy of the meter is within 1.0 percent.
32 g. Liquid Asphalt Additive Meters.
33 1) Provide a means to check the accuracy of meter output for asphalt primer,
34 fluxing material, and liquid additives.
35 2) Furnish a meter that reads in increments of 0.1 gallon or less.
36 3) Verify accuracy of the meter in accordance with Tex-923-K.
37 4) Ensure the accuracy of the meter within 5.0 percent.
38 4. Drum -Mix Plants. Provide a mixing plant that complies with the requirements
39 below.
40 a. Aggregate Feed System.
41 1) Provide:
42 a) a minimum of 1 cold aggregate bin for each stockpile of individual
43 materials used to produce the mix;
44 b) bins designed to prevent overflow of material;
45 c) scalping screens or other approved methods to remove any oversized
46 material, roots, or other objectionable materials;
47 d) a feed system to ensure a uniform, continuous material flow in the
48 desired proportion to the dryer;
49 e) an integrated means for moisture compensation;
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
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ASPHALT PAVING
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1 f) belt scales, weigh box, or other approved devices to measure the weight
2 of the combined aggregate; and
3 g) cold aggregate bin flow indicators that automatically signal interrupted
4 material flow.
5 b. Reclaimed Asphalt Pavement (RAP) Feed System.
6 1) Provide a separate system to weigh and feed RAP into the hot mix plant.
7 c. Mineral Filler Feed System.
8 1) Provide a closed system for mineral filler that maintains a constant supply
9 with minimal loss of material through the exhaust system.
10 2) Interlock the measuring device into the automatic plant controls to
11 automatically adjust the supply of mineral filler to plant production and
12 provide a consistent percentage to the mixture.
13 d. Heating, Drying, and Mixing Systems.
14 1) Provide:
15 a) a dryer or mixing system to agitate the aggregate during heating;
16 b) a heating system that controls the temperature during production to
17 prevent aggregate and asphalt binder damage;
18 c) a heating system that completely burns fuel and leaves no residue; and
19 d) a recording thermometer that continuously measures and records the
20 mixture discharge temperature.
21 e) Dust collection system to collect excess dust escaping from the drum.
22 e. Asphalt Binder Equipment.
23 1) Supply equipment to heat binder to the required temperature.
24 2) Equip the heating apparatus with a continuously recording thermometer
25 located at the highest temperature point.
26 3) Produce a 24 hour chart of the recorded temperature.
27 4) Place a device with automatic temperature compensation that accurately
28 meters the binder in the line leading to the mixer.
29 5) Furnish a sampling port on the line between the storage tank and mixer.
30 Supply an additional sampling port between any additive blending device
31 and mixer.
32 f. Mixture Storage and Discharge.
33 1) Provide a surge -storage system to minimize interruptions during operations
34 unless otherwise approved.
35 2) Furnish a gob hopper or other device to minimize segregation in the bin.
36 3) Provide an automated system that weighs the mixture upon discharge and
37 produces a ticket showing:
38 a) date,
39 b) project identification number,
40 c) plant identification,
41 d) mix identification,
42 e) vehicle identification,
43 f) total weight of the load,
44 g) tare weight of the vehicle,
45 h) weight of mixture in each load, and
46 i) load number or sequential ticket number for the day.
47 g. Truck Scales.
48 1) Provide standard platform scales at an approved location.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
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ASPHALT PAVING
Page 15 of 23
1 5. Weigh -Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4
2 "Drum -Mix Plants," except as required below.
3 a. Screening and Proportioning.
4 1) Provide enough hot bins to separate the aggregate and to control
5 proportioning of the mixture type specified.
6 a) Supply bins that discard excessive and oversized material through
7 overflow chutes.
8 b) Provide safe access for inspectors to obtain samples from the hot bins.
9 b. Aggregate Weigh Box and Batching Scales.
10 1) Provide a weigh box and batching scales to hold and weigh a complete
11 batch of aggregate.
12 2) Provide an automatic proportioning system with low bin indicators that
13 automatically stop when material level in any bin is not sufficient to
14 complete the batch.
15 c. Asphalt Binder Measuring System.
16 1) Provide bucket and scales of sufficient capacity to hold and weigh binder
17 for 1 batch.
18 d. Mixer.
19 1) Equipment mixers with an adjustable automatic timer that controls the dry
20 and wet mixing period and locks the discharge doors for the required
21 mixing period.
22 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage.
23 6. Modified Weigh -Batch Plants. Provide a mixing plant that complies with Section
24 2.2.B.5. "Weigh -Batch Plants," except as specifically described below.
25 a. Aggregate Feeds.
26 1) Aggregate control is required at the cold feeds. Hot bin screens are not
27 required.
28 b. Surge Bins.
29 1) Provide 1 or more bins large enough to produce 1 complete batch of
30 mixture.
31 c. Hauling Equipment.
32 1) Provide trucks with enclosed sides to prevent asphalt mixture loss.
33 2) Cover each load of mixture with waterproof tarpaulins.
34 3) Before use, clean all truck beds to ensure the mixture is not contaminated.
35 4) When necessary, coat the inside truck beds with an approved release agent
36 from the City.
37 d. Placement and Compaction Equipment.
38 1) Provide equipment that does not damage underlying pavement.
39 2) Comply with laws and regulations concerning overweight vehicles.
40 3) When permitted, other equipment that will consistently produce satisfactory
41 results may be used.
42 7. Asphalt Paver.
43 a. General:
44 1) Furnish a paver that will produce a finished surface that meets longitudinal
45 and transverse profile, typical section, and placement requirements.
46 2) Ensure the paver does not support the weight of any portion of hauling
47 equipment other than the connection.
48 3) Provide loading equipment that does not transmit vibrations or other
49 motions to the paver that adversely affect the finished pavement quality.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321216-16
ASPHALT PAVING
Page 16 of 23
1 4) Equip the paver with an automatic, dual, longitudinal -grade control system
2 and an automatic, transverse -grade control system.
3 b. Tractor Unit.
4 1) Supply a tractor unit that can push or propel vehicles, dumping directly into
5 the finishing machine to obtain the desired lines and grades to eliminate any
6 hand finishing.
7 2) Equip the unit with a hitch sufficient to maintain contact between the
8 hauling equipment's rear wheels and the finishing machine's pusher rollers
9 while mixture is unloaded.
10 c. Screed.
11 1) Provide a heated compacting screed that will produce a finished surface
12 that meets longitudinal and transverse profile, typical section, and
13 placement requirements.
14 2) Screed extensions must provide the same compacting action and heating as
15 the main unit unless otherwise approved.
16 d. Grade Reference.
17 1) Provide a grade reference with enough support that the maximum
18 deflection does not exceed 1/16 inch between supports.
19 2) Ensure that the longitudinal controls can operate from any longitudinal
20 grade reference including a string line, ski, mobile string line, or matching
21 shoes.
22 3) Furnish paver skis or mobile string line at least 40 feet long unless
23 otherwise approved.
24 8. Material Transfer Devices.
25 a. Provide the specified type of device when shown on the plans.
26 b. Ensure the devices provide a continuous, uniform mixture flow to the asphalt
27 paver.
28 c. When used, provide windrow pick-up equipment constructed to pick up
29 substantially all roadway mixture placed in the windrow.
30 9. Remixing Equipment.
31 a. When required, provide equipment that includes a pug mill, variable pitch
32 augers, or variable diameter augers operating under a storage unit with a
33 minimum capacity of 8 tons.
34 10. Motor Grader.
35 a. When allowed, provide a self-propelled grader with a blade length of at least 12
36 feet and a wheelbase of at least 16 feet.
37 11. Handheld Infrared Thermometer.
38 a. Provide a handheld infrared thermometer meeting the requirements of
39 Tex-244-F.
40 12. Rollers.
41 a. The CONTRACTOR may use any type of roller to meet the production rates
42 and quality requirements of the Contract unless otherwise shown on the plans
43 or directed.
44 b. When specific types of equipment are required, use equipment that meets the
45 specified requirements.
46 c. Alternate Equipment.
47 1) Instead of the specified equipment, the CONTRACTOR may, as approved,
48 operate other compaction equipment that produces equivalent results.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321216-17
ASPHALT PAVING
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1 2) Discontinue the use of the alternate equipment and furnish the specified
2 equipment if the desired results are not achieved.
3 d. City may require CONTRACTOR to substitute equipment if production rate
4 and quality requirements of the Contract are not met.
5 13. Straightedges and Templates. Furnish 10 foot straightedges and other templates as
6 required or approved.
7 14. Distributor vehicles.
8 a. Furnish vehicle that can achieve a uniform tack coat placement.
9 b. The nozzle patterns, spray bar height and distribution pressure must work
10 together to produce uniform application.
11 c. The vehicle should be set to provide a "double lap" or "triple lap" coverage.
12 d. Nozzle spray patterns should be identical to one another along the distributor
13 spray bar.
14 e. Spray bar height should remain constant.
15 f. Pressure within the distributor must be capable of forcing the tack coat material
16 out of spray nozzles at a constant rate.
17 15. Coring Equipment.
18 a. When coring is required, provide equipment suitable to obtain a pavement
19 specimen meeting the dimensions for testing.
20 B. Construction.
21 1. Design, produce, store, transport, place, and compact the specified paving mixture
22 in accordance with the requirements of this Section.
23 2. Unless otherwise shown on the plans, provide the mix design.
24 3. The City will perform quality assurance (QA) testing.
25 4. Provide quality control (QC) testing as needed to meet the requirements of this
26 Section.
27 C. Production Operations.
28 1. General.
29 a. The City may suspend production for noncompliance with this Section.
30 b. Take corrective action and obtain approval to proceed after any production
31 suspension for noncompliance.
32 2. Operational Tolerances.
33 a. Stop production if testing indicates tolerances are exceeded on:
34 1) 3 consecutive tests on any individual sieve,
35 2) 4 consecutive tests on any of the sieves, or
36 3) 2 consecutive tests on asphalt content.
37 b. Begin production only when test results or other information indicate, to the
38 satisfaction of the City, that the next mixture produced will be within Table 9
39 tolerances.
40 3. Storage and Heating of Materials.
41 a. Do not heat the asphalt binder above the temperatures specified in Section
42 2.2,A. or outside the manufacturer's recommended values.
43 b. On a daily basis, provide the City with the records of asphalt binder and hot-
44 mix asphalt discharge temperatures in accordance with Table 10.
45 c. Unless otherwise approved, do not store mixtures for a period long enough to
46 affect the quality of the mixture, nor in any case longer than 12 hours.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
32 12 16 - 18
ASPHALT PAVING
Page 18 of 23
1 4. Mixing and Discharge of Materials.
2 a. Notify the City of the target discharge temperature and produce the mixture
3 within 25 degrees F of the target.
4 b. Monitor the temperature of the material in the truck before shipping to ensure
5 that it does not exceed 350 degrees F. The City will not pay for or allow
6 placement of any mixture produced at more than 350 degrees F.
7 c. Control the mixing time and temperature so that substantially all moisture is
8 removed from the mixture before discharging from the plant.
9 D. Placement Operations.
10 1. Place the mixture to meet the typical section requirements and produce a smooth,
11 finished surface or base course with a uniform appearance and texture.
12 2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches.
13 3. Place mixture so longitudinal joints on the surface course coincide with lane lines,
14 or as directed. Ensure that all finished surfaces will drain properly.
15 4. When End Dump Trucks are used, ensure the bed does not contact the paver when
16 raised.
17 5. Placement can be performed by hand in situations where the paver cannot place it
18 adequately due to space restrictions.
19 6. Hand -placing should be minimized to prevent aggregate segregation and surface
20 texture issues.
21 7. All hand placement shall be checked with a straightedge or template before rolling
22 to ensure uniformity.
23 8. Place mixture within the compacted lift thickness shown in Table 9, unless
24 otherwise shown on the plans or allowed.
25 Table 9
26 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
27
28 9. Tack Coat.
29 a. Clean the surface before placing the tack coat. Unless otherwise approved,
30 apply tack coat uniformly at the rate directed by the City.
31 b. The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per
32 square yard of surface area.
33 c. Apply a thin, uniform tack coat to all contact surfaces of curbs, structures, and
34 all joints.
35 d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal
36 beam guard fence and structures.
37 e. Roll the tack coat with a pneumatic -tire roller when directed.
38 f. The City may use Tex-243-F to verify that the tack coat has adequate adhesive
39 properties.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
32 12 16 - 19
ASPHALT PAVING
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1 g. The City may suspend paving operations until there is adequate adhesion.
2 h. The tack coat should be placed with enough time to break or set before
3 applying hot mix asphalt layers.
4 i. Traffic should not be allowed on tack coats.
5 j. When a tacked road surface must be opened to traffic, they should be covered
6 with sand to provide friction and prevent pick-up.
7 k. A typical rate for applying a sand cover is 4 to 8 lbs/square yard.
8 10. General placement requirements.
9 a. Material should be delivered to maintain a relatively constant head of material
10 in front of the screed.
11 b. The hopper should never be allowed to empty during paving.
12 c. Dumping wings between trucks not allowed. Dispose of at end of day's
13 production.
14 E. Lay -Down Operations.
15 1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture
16 placement temperatures.
17 2. Windrow Operations. When hot mix is placed in windrows, operate windrow
18 pickup equipment so that substantially all the mixture deposited on the roadbed is
19 picked up and loaded into the paver.
20 Table 10
21 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 1 280°F
PG 82 or higher 1 290°F
22 F. Compaction.
23 1. Use air void control unless ordinary compaction control is specified on the plans.
24 2. Avoid displacement of the mixture. If displacement occurs, correct to the
25 satisfaction of the City.
26 3. Ensure pavement is fully compacted before allowing rollers to stand on the
27 pavement.
28 4. Unless otherwise directed, use only water or an approved release agent on rollers,
29 tamps, and other compaction equipment.
30 5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture.
31 6. Unless otherwise directed, operate vibratory rollers in static mode when not
32 compacting, when changing directions, or when the plan depth of the pavement mat
33 is less than 1-1/2 inches.
34 7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers,
35 and similar structures and in locations that will not allow thorough compaction with
36 the rollers.
37 8. The City may require rolling with a trench roller on widened areas, in trenches, and
38 in other limited areas.
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
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ASPHALT PAVING
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1 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to
2 traffic unless otherwise directed.
3 10. When directed, sprinkle the finished mat with water or limewater to expedite
4 opening the roadway to traffic.
5 11. Air Void Control.
6 a. General.
7 1) Compact dense -graded hot -mix asphalt to contain from 5 percent to 9
8 percent in -place air voids.
9 2) Do not increase the asphalt content of the mixture to reduce pavement air
10 voids.
11 b. Rollers.
12 1) Furnish the type, size, and number of rollers required for compaction, as
13 approved.
14 2) Use a pneumatic -tire roller to seal the surface, unless otherwise shown on
15 the plans.
16 3) Use additional rollers as required to remove any roller marks.
17 c. Air Void Determination.
18 1) Unless otherwise shown on the plans, obtain 2 roadway specimens at each
19 location selected by the City for in -place air void determination.
20 2) The City will measure air voids in accordance with Tex-207-F and
21 Tex-227-F.
22 3) Before drying to a constant weight, cores may be predried using a Corelok
23 or similar vacuum device to remove excess moisture.
24 4) The City will use the average air void content of the 2 cores to calculate the
25 in -place air voids at the selected location.
26 d. Air Voids Out of Range.
27 1) If the in -place air void content in the compacted mixture is below 5 percent
28 or greater than 9 percent, change the production and placement operations
29 to bring the in -place air void content within requirements.
30 e. Test Section.
31 1) Construct a test section of 1 lane -width and at most 0.2 mi. in length to
32 demonstrate that compaction to between 5 percent and 9 percent in -place
33 air voids can be obtained.
34 2) Continue this procedure until a test section with 5 percent to 9 percent in-
35 place air voids can be produced.
36 3) The City will allow only 2 test sections per day.
37 4) When a test section producing satisfactory in -place air void content is
38 placed, resume full production.
39 12. Ordinary Compaction Control.
40 a. Furnish the type, size, and number of rollers required for compaction, as
41 approved. Furnish at least 1 medium pneumatic -tire roller (minimum 12-ton
42 weight).
43 b. Use the control strip method given in Tex-207-F, Part IV, to establish rolling
44 patterns that achieve maximum compaction.
45 c. Follow the selected rolling pattern unless changes that affect compaction occur
46 in the mixture or placement conditions.
47 d. When such changes occur, establish a new rolling pattern.
48 e. Compact the pavement to meet the requirements of the plans and specifications.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321216-21
ASPHALT PAVING
Page 21 of 23
1 f. When rolling with the 3-wheel, tandem or vibratory rollers, start by first rolling
2 the joint with the adjacent pavement and then continue by rolling longitudinally
3 at the sides.
4 g. Proceed toward the center of the pavement, overlapping on successive trips by
5 at least 1 ft., unless otherwise directed.
6 h. Make alternate trips of the roller slightly different in length.
7 i. On super elevated curves, begin rolling at the low side and progress toward the
8 • high side unless otherwise directed.
9 G. Irregularities.
10 1. Identify and correct irregularities including but not limited to segregation, rutting,
11 raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller
12 marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate
13 particles.
14 2. The City may also identify irregularities, and in such cases, the City shall promptly
15 notify the CONTRACTOR.
16 3. If the City determines that the irregularity will adversely affect pavement
17 performance, the City may require the CONTRACTOR to remove and replace (at
18 the CONTRACTOR'S expense) areas of the pavement that contain the
19 irregularities and areas where the mixture does not bond to the existing pavement.
20 4. If irregularities are detected, the City may require the CONTRACTOR to
21 immediately suspend operations or may allow the CONTRACTOR to continue
22 operations for no more than 1 day while the CONTRACTOR is taking appropriate
23 corrective action.
24 5. The City may suspend production or placement operations until the problem is
25 corrected.
26 6. At the expense of the CONTRACTOR and to the satisfaction of the City, remove
27 and replace any mixture that does not bond to the existing pavement or that has
28 other surface irregularities identified above.
29 3.5 REPAIR
30 A. See Section 32 01 17.
31 3.6 QUALITY CONTROL
32 A. Production Testing
33 1. Perform production tests to verify asphalt paving meets the performance standard
34 required in the plans and specifications.
35 2. City to measure density of asphalt paving with nuclear gauge.
36 3. City to core asphalt paving from the normal thickness of section once acceptable
37 density achieved. City identifies location of cores.
38 a. Minimum core diameter: 4 inches
39 b. Minimum spacing: 200 feet
40 c. Minimum of one core evety block
41 d. Alternate lanes between core
42 4. City to use cores to determine pavement thickness and calculate theoretical density.
43 a. City to perform theoretical density test a minimum of one per day per street.
44 B. Density Test
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321216-22
ASPHALT PAVING
Page 22 of 23
1 1. The average measured density of asphalt paving must meet specified density.
2 2. Average of measurements per street not meeting the minimum specified strength
3 shall be subject to the money penalties or removal and replacement at the
4 CONTRACTOR'S expense as show in Table 11.
5
6
7
8
9
Table 11
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.
10
11 3. The amount of penalty shall be deducted from payment due to CONTRACTOR.
12 4. These requirements are in addition to the requirements of Section 1.2 Measurement
13 and Payment.
14 C. Pavement Thickness Test.
15 1. City measure each core thickness by averaging at least three measurements.
16 2. The number of tests and location shall be at the discretion of the City, unless
17 otherwise specified in the special provisions or on the plans.
18 3. In the event a deficiency in the thickness of pavement is revealed during production
19 testing, subsequent tests necessary to isolate the deficiency shall be at the
20 CONTRACTOR'S expense.
21 4. The cost for additional coring test shall be at the same rate charged by commercial
22 laboratories.
23 5. Where the average thickness of pavement in the area found to be deficient, payment
24 shall be made at an adjusted price as specified in Table 12.
25
26 Table 12
27 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
28
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321216-23
ASPHALT PAVING
Page 23 of 23
1 6. If, in the judgment of the City, the area of such deficiency warrants removal, the
2 area shall be removed and replaced, at the CONTRACTOR'S entire expense, with
3 asphalt paving of the thickness shown on the plans.
4 7. No additional payment over the contract unit price shall be made for any pavement
5 of a thickness exceeding that required by the plans.
6 3.7 FIELD QUALITY CONTROL [NOT USED]
7 3.8 SYSTEM STARTUP [NOT USED]
8 3.9 ADJUSTING [NOT USED]
9 3.10 CLEANING [NOT USED]
10 3.11 CLOSEOUT ACTIVITIES [NOT USED]
11 3.12 PROTECTION [NOT USED]
12 3.13 MAINTENANCE [NOT USED]
13 3.14 ATTACHMENTS [NOT USED]
14 END OF SECTION
15
16
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
2
3 PART 1 - GENERAL
321273-1
ASPHALT PAVING CRACK SEALANTS
Page 1 of 5
SECTION 32 12 73
ASPHALT PAVING CRACK SEALANTS
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321273-2
ASPHALT PAVING CRACK SEALANTS
Page 2 of 5
1 a. Item 300: "Asphalt, Oils and Emulsions".
2 b. Tex-543-C, Evaporative Recovery of Residue for Emulsified Crack Sealant.
3 c. Tex-544-C, Rubber Content for Rubber -Asphalt Crack Sealant.
4 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
5 1.5 ACTION SUBMITTALS [NOT USED]
6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
7 A. Test and Evaluation Reports
8 1. Prior to installation, CONTRACTOR shall furnish the City certification by an
9 independent testing laboratory that the crack sealant from each lot of sealant to be
10 used, meets the requirements of this Section.
11 2. The manufacturer of the crack sealant shall have a minimum two-year
12 demonstrated, documented successful field performance with asphalt and concrete
13 pavement crack sealant systems. Verifiable documentation shall be submitted to
14 the City.
15 1.7 CLOSEOUT SUBMITTALS [NOT USED]
16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
17 1.9 QUALITY ASSURANCE [NOT USED]
18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
19 1.11 FIELD CONDITIONS
20 A. Weather Conditions
21 1. Place mixture according to manufacturer specifications.
22 2. Unless otherwise shown on the plans, place mixtures only when weather conditions
23 and moisture conditions of the roadway surface are suitable in the opinion of the
24 City.
25 1.12 WARRANTY [NOT USED]
26 PART 2 - PRODUCTS
27 2.1 OWNER -FURNISHED PRODUCTS [NOT USED]
28 2.2 MATERIALS & EQUIPMENT
29 A. Materials
30 1. Use materials approved by the City.
31 2. Furnish materials unless otherwise shown on the plans in accordance with ASTM D
32 6690-07 and ASTM D 5329-09 and Tables 1 and 2.
33 a. Polymer modified asphalt -emulsion crack sealer must meet the requirements of
34 Table 1.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
32 12 73 - 3
ASPHALT PAVING CRACK SEALANTS
1
2
3
4
5
6
Table 1
Polymer -Modified Asphalt Emulsio
Property
Rotational viscosity, 77 degrees F, cP
Sieve test, percent
Storage stability, 1 day, percent
Evaporation
Residue by evaporation, percent
by wt.
Tests on residue from evaporation:
Penetration, 77 degrees F, 100 g,
5 sec.
Softening point, degrees F
Ductility, 39.2 degrees F,
5 cm/min., cm
I Crack Sealer
Test
Procedure
D 2196,
Method A
T 59
T 59
Tex-543-C
Min Max
10,000 25,000
— 0.1
1
65 —
T 49 35 75
T 53
T 51
140
100
b. Rubber -asphalt crack sealer must meet the requirements of Table 2.
Property
Table 2
Rubber -Asphalt Crack Sealer
Test Class A
Procedure Min Max
CRM content, Grade A or B, percent
by wt.
CRM content, Grade B, percent by
wt.
Virgin rubber content', percent by
wt.
Flash Pointe, COC, degrees F
Penetration3, 77 degrees F, 150 g, 5
sec.
Penetration3, 32 degrees F, 200 g, 60
sec.
Softening point, °F T 53
Bond4 D5329
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.
Page 3 of 5
CIa :s B
Min Max
7 B. Equipment
8
9
Tex-544-C 22 26
Tex-544-C
T48 400
T 49 30
T 49 12
— 13 17
2 —
400 —
50 30 50
12 —
170 —
Pass
1. Provide all necessary equipment and keep equipment in a satisfactory working
condition.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
32 12 73 - 4
ASPHALT PAVING CRACK SEALANTS
Page 4 of 5
1 2. The minimum requirements for construction equipment shall be as follows:
2 a. Double-boiler/agitator-type kettle. Used to heat and install the hot -applied crack
3 sealant.
4 b. Hose. Transfer the sealant from the kettle to the crack by means of a direct-
5 connected pressure -type extruding device (hose) with a nozzle that will insert in
6 the crack.
7 1) The equipment should allow recirculation into the inner kettle when sealing
8 is not performed.
9 c. Thermometers. Thermometers should be positioned on the equipment to ensure
10 application temperatures are being met.
11 d. Handtools. Due to the nature of cracks, handtools are required to insert the
12 sealant material in cracks that are deeper than 3/4 inch.
13 1) These tools should not twist, cut, or damage the sealant material.
14 e. Air compressor. Consists of an air compressor, hoses, and a venturi-type
15 nozzle with an opening not exceed 1/4 inch.
16 1) The air compressor should be equipped with traps that will keep the
17 compressed air free of oil and moisture.
18 2.3 ACCESSORIES [NOT USED]
19 2.4 SOURCE QUALITY CONTROL [NOT USED]
20 PART 3 - EXECUTION
21 3.1 INSTALLERS [NOT USED]
22 3.2 EXAMINATION [NOT USED]
23 3.3 PREPARATION
24 A. Surface Preparation
25 1. Singular cracks will be thoroughly cleaned of all debris and foreign material with
26 an industrial air compressor.
27 2. The pavement shall be free of moisture.
28 3.4 INSTALLATION
29 A. Exercise caution to prevent additional damage to the pavement surface.
30 B. Crack Sealant
31 1. The crack should be sealed from the bottom to the top to minimize bubbling due to
32 entrapped air.
33 2. The sealant should be recessed approximately 1/8 to 1/4 inch below the pavement
34 surface to prevent tracking.
35 3. A squeegee may be used to remove excess sealant from the pavement surface when
36 a crack is overfilled.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321273-5
ASPHALT PAVING CRACK SEALANTS
1 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
2 3.6 RE -INSTALLATION [NOT USED]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Page 5 of 5
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
2
32 13 20 -1
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page I of 5
SECTION 32 13 20
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
3 PART 1- 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
32 13 20 - 2
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 2 of 5
1 1.3 REFERENCES
2 A. Abbreviations and Acronyms
3 1. TAS — Texas Accessibility Standards
4 2. TDLR — Texas Department of Licensing and Regulation
5 B. Reference Standards
6 1. American Society for Testing and Materials (ASTM)
7 a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete
8 Construction (Non -extruding and Resilient Types)
9 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using
10 Standard Effort (12,400 ft-lbf/ft3)
11 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
12 1.5 SUBMITTALS [NOT USED]
13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
14 A. Mix Design: submit for approval. Section 32 13 13.
15 B. Product Data: submit product data and sample for pre -cast detectable warning for
16 barrier free ramp.
17 1.7 CLOSEOUT SUBMITTALS
18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
19 1.9 QUALITY ASSURANCE [NOT USED]
20 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
21 1.11 FIELD CONDITIONS
22 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13.
23 1.12 WARRANTY [NOT USED]
24 PART 2 - PRODUCTS
25 2.1 OWNER -FURNISHED PRODUCTS [NOT USED]
26 2.2 EQUIPMENT AND MATERIALS
27 A. Forms: wood or metal straight, free from warp and of a depth equal to the thickness of
28 the finished work.
29 B. Concrete: see Section 32 13 13.
30 1. Unless otherwise shown on the plans or detailed specifications, the standard class
31 for concrete sidewalks, driveways and barrier free ramps are shown in the following
32 table.
33 Standard Classes of Pavement Concrete
Class of Minimum 28 Day Min. Maximum Course
Concrete' Cementitious, Compressive Water/ Aggregate
Lb. /CY Strength2 Cementitious Maximum
psi Ratio Size,
inch
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
A
321320-3
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 3 of 5
470 I 3000 I 0.58 I 1-1/2 I
1
2 C. Reinforcement: see Section 32 13 13.
3 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed
4 bars at 18 inches on -center -both -ways at the center plane of all slabs.
5 D. Joint Filler.
6 1. Wood Filler: see Section 32 13 13.
7 2. Pre -Molded Asphalt Board Filler:
8 a. Use only in areas where not practical for wood boards.
9 b. Pre -molded asphalt board filler: ASTM D545.
10 c. Install the required size and uniform thickness and as specified in plans.
11 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic
12 mixture of asphalt and vegetable fiber and/or mineral filler.
13 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the plans.
14 2.3 ACCESSORIES [NOT USED]
15 2.4 SOURCE QUALITY CONTROL [NOT USED]
16 PART 3 - EXECUTION
17 3.1 INSTALLERS [NOT USED]
18 3.2 EXAMINATION [NOT USED]
19 3.3 PREPARATION
20 A. Surface Preparation
21 1. Excavation: Excavation required for the construction of sidewalks, driveways and
22 barrier free ramps shall be to the lines and grades as shown on the plans or as
23 established by the City.
24 2. Fine Grading
25 a. The CONTRACTOR shall do all necessary filling, leveling and fine grading
26 required to bring the subgrade to the exact grades specified and compacted to at
27 least 90 percent of maximum density as determined by ASTM D698.
28 b. Moisture content shall be within minus 2 to plus 4 of optimum.
29 c. Any over -excavation shall be repaired to the satisfaction of the City.
30 B. Demolition / Removal
31 1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13.
32 3.4 INSTALLATION
33 A. General
34 1. Concrete sidewalks shall have a minimum thickness of 4 inches.
35 2. Sidewalks constructed in driveway approach sections shall have a minimum
36 thickness equal to that of driveway approach or as called for by plans and
37 specifications within the limits of the driveway approach.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321320-4
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 4 of 5
1 3. Driveways shall have a minimum thickness of 6 inches. Standard cross -slopes for
2 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines.
3 The construction of the driveway approach shall include the variable height radius
4 curb in accordance with the plans and details.
5 4. All pedestrian facilities shall comply with provisions of TAS including location,
6 slope, width, shapes, texture and coloring. Pedestrian facilities installed by the
7 CONTRACTOR and not meeting TAS must be removed and replaced to meet TAS
8 (no separate pay).
9 B. Forms: Forms shall be securely staked to line and grade and maintained in a true
10 position during the depositing of concrete.
11 C. Reinforcement: see Section 32 13 13.
12 D. Concrete Placement: see Section 32 13 13.
13 E. Finishing
14 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true,
15 even surface.
16 2. Trowel and then brush transversely to obtain a smooth uniform brush finish.
17 3. Provide exposed aggregate finish if specified.
18 4. Edge joints and sides shall with suitable tools.
19 F. Joints
20 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed
21 using redwood.
22 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50
23 foot intervals for 5 foot wide and greater sidewalk.
24 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete
25 driveways, curbs, formations, other sidewalks and other adjacent old concrete work.
26 Similar material shall be placed around all obstructions protruding into or through
27 sidewalks or driveways.
28 4. All expansion joints shall be 1/2 inch in thickness.
29 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall
30 be finished to approximately a 1/2 inch radius with a suitable finishing tool.
31 6. Sidewalks shall be marked at intervals equal to the width of the walk with a
32 marking tool.
33 7. When sidewalk is against the curb, expansion joints shall match those in the curb.
34 G. Barrier Free Ramp
35 1. Furnish and install brick red color pre -cast detectable warning Dome -Tile,
36 manufactured by StrongGo Industries or approved equal by the City.
37 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction
38 of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or
39 landing where the pedestrian access route enters the street.
40 3. Locate detectable warning surface so that the edge nearest the curb line is a
41 minimum of 6-inch and maximum of 8-inch from the extension of the face of the
42 curb.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
321320-5
CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS
Page 5 of 5
1 4. Detectable warning Dome -Tile surface may be curved along the corner radius.
2 5. Install detectable warning surface according to manufacturer's instructions.
3 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
4 3.6 RE -INSTALLATION [NOT USED]
5 3.7 FIELD QUALITY CONTROL [NOT USED]
6 3.8 SYSTEM STARTUP [NOT USED]
7 3.9 ADJUSTING [NOT USED]
8 3.10 CLEANING [NOT USED]
9 3.11 CLOSEOUT ACTIVITIES [NOT USED]
10 3.12 PROTECTION [NOT USED]
11 3.13 MAINTENANCE [NOT USED]
12 3.14 ATTACHMENTS [NOT USED]
13
14
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
2
3
321613-1
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 1 of 5
SECTION 32 16 13
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
4 PART 1 - 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
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
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 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 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
32 16 13 -4
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 4 of 5
1 c. Place the concrete with approved self-propelled equipment.
2 1) The forming tube of the extrusion machine or the form of the slipform
3 machine must easily be adjustable vertically during the forward motion of
4 the machine to provide variable heights necessary to conform to the
5 established gradeline.
6 d. Attach a pointer or gauge to the machine so that a continual comparison can be
7 made between the extruded or slipform work and the grade guideline.
8 e. Brush finish surfaces immediately after extrusion or slipforming.
9 6. Hand -Laid Concrete — Concrete Valley Gutter: see Section 32 13 13.
10 7. Expansion joints
11 a. Place expansion joints in the curb and gutter at 200-foot intervals and at
12 intersection returns and other rigid structures.
13 b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and
14 pavement joints to a depth of 1 '/z inches.
15 c. Place expansion joints at all intersections with concrete driveways, curbs,
16 buildings and other curb and gutters.
17 d. Make expansion joints no less than 1/2 inch in thickness, extending the full
18 depth of the concrete.
19 e. Make expansion joints perpendicular and at right angles to the face of the curb.
20 f. Neatly trim any expansion material extending above the finished to the surface
21 of the finished work.
22 g. Make expansion joints in the curb and gutter coincide with the concrete
23 expansion joints.
24 h. Longitudinal dowels across the expansion joints in the curb and gutter are
25 required.
26 i. Insta11 3 No. 4 round, smooth bars, 24 inches in length, for dowels at each
27 expansion joint.
28 j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that
29 provides a minimum of 1 inch free expansion.
30 k. Support dowels by an approved method.
31 D. Curing: see Section 32 13 13.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
32 16 13 -5
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
1 3.5 [REPAIR)/ [RESTORATION) [NOT USED]
2 3.6 RE -INSTALLATION [NOT USED]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
11 END OF SECTION
12
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Page 5 of 5
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
2
32 91 19 - 1
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 1 of 3
SECTION 32 91 19
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
3 PART 1 - 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 1 - 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
32 91 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
3291 19-3
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 3 of 3
1 1. Smoothly shape parkways, shoulders, slopes, and ditches.
2 2. Cut parkways to finish grade prior to the placing of any improvements in or
3 adjacent to the roadway.
4 3. In the event that unsuitable material for parkways is encountered, extend the depth
5 of excavation in the parkways six inches and backfill with top soil.
6 4. Make standard parkway grade perpendicular to and draining to the curb line.
7 a. Minimum: 1/4 inch per foot.
8 b. Maximum:4:1.
9 c. City may approve variations from these requirements in special cases.
10 5. Whenever the adjacent property is lower than the design curb grade and runoff
11 drains away from the street, the parkway grade must be set level with the top of the
12 curb.
13 6. The design grade from the parkway extends to the back of the walk line.
14 7. From that point (behind the walk), the grade may slope up or down at maximum
15 slope of 4:1.
16 B. Placing of Topsoil
17 1. Spread the topsoil to a uniform loose cover at the thickness specified.
18 2. Place and shape the topsoil as directed.
19 3. Hand rake finish a minimum of 5 feet from all flatwork
20 4. Tamp the topsoil with a light roller or other suitable equipment.
21 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
22 3.6 RE -INSTALLATION [NOT USED]
23 3.7 FIELD QUALITY CONTROL [NOT USED]
24 3.8 SYSTEM STARTUP [NOT USED]
25 3.9 ADJUSTING [NOT USED]
26 3.10 CLEANING [NOT USED]
27 3.11 CLOSEOUT ACTIVITIES [NOT USED]
28 3.12 PROTECTION [NOT USED]
29 3.13 MAINTENANCE [NOT USED]
30 3.14 ATTACHMENTS [NOT USED]
31 END OF SECTION
32
33
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
329213-1
HYDROMULCHING, SEEDING AND SODDING
Page 1 of 7
1 SECTION 32 92 13
2 HYDROMULCHING, SEEDING AND SODDING
3 PART 1- 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
329213-2
HYDROMULCHING, SEEDING AND SODDING
Page 2 of 7
1 2. All seed shall be tested in a laboratory with certified results presented to the City in
2 writing, prior to planting.
3 3. All seed to be of the previous season's crop and the date on the container shall be
4 within twelve months of the seeding date.
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
9 A. Block Sod
10 1. Protect from exposure to wind, sun and freezing.
11 2. Keep stacked sod moist.
12 B. Seed
13 1. If using native grass or wildflower seed, seed must have been harvested within one
14 hundred (100) miles of the construction site.
15 2. Each species of seed shall be supplied in a separate, labeled container for
16 acceptance by the City.
17 C. Fertilizer
18 1. Provide fertilizer labeled with the analysis.
19 2. Conform to Texas fertilizer law.
20 1.11 FIELD [SITE] CONDITIONS [NOT USED]
21 1.12 WARRANTY [NOT USED]
22 PART 2 - PRODUCTS [NOT USED]
23 2.1 OWNER -FURNISHED PRODUCTS [NOT USED]
24 2.2 MATERIALS AND EQUIPMENT
25 A. Materials
26 1. Block Sod
27 a. Sod Varieties (match existing if applicable)
28 1) "Stenotaphrum secundatum" (St. Augustine grass),
29 2) "Cynodon dactylon" (Common Bermudagrass),
30 3) "Buchloe dactyloides" (Buffalograss),
31 4) an approved hybrid of Common Bermudagrass,
32 5) or an approved Zoysiagrass.
33 b. Sod must contain stolons, leaf blades, rhizomes and roots.
34 c. Sod shall be alive, healthy and free of insects, disease, stones, undesirable
35 foreign materials and weeds and grasses deleterious to its growth or which
36 might affect its subsistence or hardiness when transplanted.
37 d. Minimum sod thickness: 3/4 inch
38 e. Maximum grass height: 2 inches
39 f. Acceptable growing beds:
40 1) St. Augustine grass sod: clay or clay loam topsoil.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
329213-3
HYDROMULCHING, SEEDING AND SODDING
Page 3 of 7
1 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils.
2 g. Dimensions.
3 1) Machine cut to uniform soil thickness.
4 2) Sod shall be of equal width and of a size that permits the sod to be lifted,
5 handled and rolled without breaking.
6 h. Broken or torn sod or sod with uneven ends shall be rejected.
7 2. Seed
8 a. General
9 1) Plant all seed at rates based on pure live seed (PLS)
10 a) Pure Live Seed (PLS) determined using the formula:
11 (1) Percent Pure Live Seed = Percent Purity x [(Percent Germination +
12 Percent Firm or Hard Seed) + 100]
13 2) Availability of Seed
14 a) Substitution of individual seed types due to lack of availability may be
15 permitted by the City at the time of planting.
16 b) Notify the City prior to bidding of difficulties locating certain species.
17 3) Weed seed
18 a) not exceed ten percent by weight of the total of pure live seed (PLS)
19 and other material in the mixture.
20 b) Seed not allowed:
21 (1) Johnsongrass
22 (2) nutgrass seed
23 4) Harvest seed within 1-year prior to planting
24 b. Non-native Grass Seed
25 1) Plant between April 15 and September 10
26
27
28
29
30
31
32
33
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
2) Plant between September 10 and April 15
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percent) (percent)
220 Rye Grass lolium multjorum 85 90
75 Bermuda (unhulled) cynodon dactylon 95 90
c. Native Grass Seed
1) Plant between February 1 and October 1.
Lbs. PLS/Acre Common Name Botanical Name
1.6 Green Sprangletop Leptochloa dubia
5.5 Sideoats Grama* Bouteloua curtipendula
3.7 Little Bluestem* Schizachyrium scoparium
17.0 Buffalograss Buchloe dactyloides
1.8 Indian Grass* Sorghastrum nutans
0.5 Sand Lovegrass* Eragrostis trichodes
6.0 Big Bluestem Andropogon gerardii
8.0 Eastern Grama Tripscacurn dactyloides
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
329213-4
HYDROMULCHING, SEEDING AND SODDING
Page 4 of 7
1.2 Blue Grama Bouteloua gracilis
1.8 Switchgrass Panicum vifgatum
10,0 Prairie Wildrye* Elymus canadensis
1
2 d. Wildflower Seed
3 1) Plant between the following:
4 a) March 5 and May 31
5 b) September 1 and December 1
6
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
7 *not to be planted within ten feet of a road or parking lot or within three feet of a
8 walkway
9
10 e. Temporary Erosion Control Seed
11 1) Consist of the sowing of cool season plant seeds.
12 3. Mulch
13 a. For use with conventional mechanical or hydraulic planting of seed.
14 b. Wood cellulose fiber produced from virgin wood or recycled paper -by-products
15 (waste products from paper mills or recycled newspaper).
16 c. No growth or germination inhibiting factors.
17 d. No more than ten percent moisture, air dry weight basis.
18 e. Additives: binder in powder form.
19 f. Form a strong moisture retaining mat.
20 4. Fertilizer
21 a. acceptable condition for distribution
22 b. applied uniformly over the planted area.
23 c. Analysis
24 1) 16-20-0
25 2) 16-8-8
26 d. Fertilizer rate:
27 1) Not required for wildflower seeding.
28 2) Newly established seeding areas - 100 pounds of nitrogen per acre.
29 3) Established seeding areas - 150 pounds of nitrogen per acre.
30 5. Topsoil: See Section 32 91 19.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
329213-5
HYDROMULCHING, SEEDING AND SODDING
Page 5 of 7
1 6. Water: clean and free of industrial wastes or other substances harmful to the
2 germination of the seed or to the growth of the vegetation.
3 7. Soil Retention Blanket
4 a. "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624,
5 Arlington, Texas 76001, 1-800-777-SOIL or approved equal.
6
7 2.3 ACCESSORIES [NOT USED]
8 2.4 SOURCE QUALITY CONTROL [NOT USED]
9 PART 3 - EXECUTION [NOT USED]
10 3.1 INSTALLERS [NOT USED]
I 1 3.2 EXAMINATION [NOT USED]
12 3.3 PREPARATION
13 A. Surface Preparation: clear surface of all material including:
14 1. Stumps, stones, and other objects larger than one inch.
15 2. Roots, brush, wire, stakes, etc.
16 3. Any objects that may interfere with seeding or maintenance.
17 B. Tilling
18 1. Compacted areas: till one inch deep.
19 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less
20 seed/water run-off.
21 3. Areas near trees: Do not till deeper than one half inch inside "drip line" of trees.
22 3.4 INSTALLATION
23 A. Block Sodding
24 1. General:
25 a. Place sod between curb and walk and on terraces that is the same type grass as
26 adjacent grass or existing lawn.
27 b. Plant between the average last freeze date in the spring and 6 weeks prior to the
28 average first freeze in the fall.
29 2. Installation
30 a. Plant sod specified after the area has been completed to the lines and grades
31 shown on the plans with 6 inches of topsoil.
32 b. Use care to retain native soil on the roots of the sod during the process of
33 excavating, hauling and planting.
34 c. Keep sod material moist from the time it is dug until planted.
35 d. Place sod so that the entire area designated for sodding is covered.
36 e. Fill voids left in the solid sodding with additional sod and tamp.
37 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform
38 slope.
39 g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the
40 firm earth in areas that may slide due to the height or slope of the surface or
41 nature of the soil.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
329213-6
HYDROMULCHING, SEEDING AND SODDING
Page 6 of 7
1 3. Watering and Finishing
2 a. Furnish water as an ancillary cost to CONTRACTOR by means of temporary
3 metering / irrigation, water truck or by any other method necessary to achieve
4 an acceptable stand of turf as defined in 3.13.B.
5 b. Thoroughly water sod immediately after planted.
6 c. Water until established.
7 d. Generally, an amount of water that is equal to the average amount of rainfall
8 plus one half inch per week should be applied until accepted. If applicable,
9 plant large areas by irrigation zones to ensure areas are watered as soon as they
10 are planted.
11 B. Seeding
12 1. General
13 a. Seed only those areas indicated on the plans and areas disturbed by
14 construction.
15 b. Mark each area to be seeded in the field prior to seeding for City approval.
16 2. Broadcast Seeding
17 a. Broadcast seed in two directions at right angles to each other.
18 b. Harrow or rake lightly to cover seed.
19 c. Never cover seed with more soil than twice its diameter.
20 d. For wildflower plantings:
21 1) scalp existing grasses to one inch.
22 2) remove grass clippings, so seed can make contact with the soil.
23 3. Mechanically Seeding (Drilling):
24 a. Uniformly distribute seed over the areas shown on the plans or as directed.
25 b. All varieties of seed and fertilizer may be distributed at the same time provided
26 that each component is uniformly applied at the specified rate.
27 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type
28 drill.
29 d. Drill on the contour of slopes
30 e. After planting roll with a roller integral to the seed drill, or a corrugated roller
31 of the "Cultipacker" type.
32 f. Roll slope areas on the contour.
33 4. Hydromulching
34 a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that:
35 1) Mixture is uniformly suspended to form a homogenous slurry.
36 2) Mixture forms a blotter -like ground cover impregnated uniformly with
37 grass seed.
38 3) Mixture is applied within thirty (30) minutes after placed in the equipment.
39 b. Placing
40 1) Uniformly distribute in the quantity specified over the areas shown on the
41 plans or as directed.
42 5. Fertilizing: uniformly apply fertilizer over seeded area.
43 6. Watering
44 a. Furnish water by means of temporary metering / irrigation, water truck or by
45 any other method necessary to achieve an acceptable stand of turf as defined in
46 3.13.B.
47 b. Water soil to a minimum depth of 4 inches within forty eight hours of seeding.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
329213-7
HYDROMULCHING, SEEDING AND SODDING
Page 7 of 7
1 c. Water as direct by the City at least twice daily for 14 days after seeding in such
2 a manner as to prevent washing of the slopes or dislodgement of the seed.
3 d. Water until final acceptance.
4 e. Generally, an amount of water that is equal to the average amount of rainfall
5 plus one half inch per week should be applied until accepted.
6 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
7 3.6 RE -INSTALLATION [NOT USED]
8 3.7 FIELD QUALITY CONTROL [NOT USED]
9 3.8 SYSTEM STARTUP [NOT USED]
10 3.9 ADJUSTING [NOT USED]
11 3.10 CLEANING [NOT USED]
12 3.11 CLOSEOUT ACTIVITIES
13 3.12 PROTECTION [NOT USED]
14 3.13 MAINTENANCE
15 A. Block Sodding
16 1. Water and mow sod until completion and final acceptance of the Project or as
17 directed by the City.
18 2. Sod shall not be considered finally accepted until the sod has started to peg down
19 (roots growing into the soil) and is free from dead blocks of sod.
20 B. Seeding
21 1. Water and mow sod until completion and final acceptance of the Project or as
22 directed by the City.
23 2. Maintain the seeded area until each of the following is achieved:
24 a. Vegetation is evenly distributed.
25 b. Vegetation is free from bare areas.
26 3. Turf will be accepted once fully established.
27 a. Seeded area must have 100 percent growth to a height of three inches with one
28 mow cycle performed by the CONTRACTOR prior to consideration of
29 acceptance by the City.
30 C. Rejection
31 1. City may reject block sod or seeded area on the basis of weed populations.
32 3.14 ATTACHMENTS [NOT USED]
33
34
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
330514-1
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 PART 1 - 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
330514-2
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
330514-3
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
330514-4
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 loR] 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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
330514-5
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 5 of 6
1 1. See Section 33 04 11.
2 H. Cast -in -Place Concrete Manholes
3 1. See Section 33 39 10.
4 I. Precast Concrete Manholes
5 1. See Section 33 39 20.
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
11 A. Verification of Conditions
12 1. Examine existing structure to be adjusted, for damage or defects that may affect
13 grade adjustment.
14 a. Report issue to City for consideration before beginning adjustment.
15 3.3 PREPARATION
16 A. Grade Verification
17 1. On major adjustments confirm any grade change noted on Drawings is consistent
18 with field measurements.
19 a. If not, coordinate with City to verify final grade before beginning adjustment.
20 3.4 ADJUSTMENT
21 A. Manholes, Inlets, and Miscellaneous Structures
22 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with
23 30-inch frame and cover assembly per TCEQ requirement.
24 2. On manhole major adjustments, inlets and miscellaneous structures protect the
25 bottom using wood forms shaped to fit so that no debris blocks the invert or the
26 inlet or outlet piping in during adjustments.
27 a. Do not use any more than a 2-piece bottom.
28 3. Do not extend chimney portion of the manhole beyond 24 inches.
29 4. Use the least number of grade rings necessary to meet required grade.
30 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch
31 rings.
32 B. Valve Boxes
33 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on
34 the Drawings.
35 C. Backfill and Grading
36 1. Backfill area of excavation surrounding each adjustment in accordance to Section
37 33 05 10.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
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 [oil 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
13
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
2
3 PART 1- GENERAL
4 1.1 SUMMARY
5
6
SECTION 33 05 17
CONCRETE COLLARS
A. Section Includes:
1. Concrete Collars for Manholes
330517-1
CONCRETE COLLARS
Page 1 of 3
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include but are not necessarily limited to:
10 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the
11 Contract
12 2. Division 1 — General Requirements
13 3. Section 03 30 00 — Cast -In -Place Concrete
14 4. Section 03 80 00 — Modifications to Existing Concrete
15 5. Section 33 05 13 — Frame, Cover, and Grade Rings
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Manhole
19 a. Measurement
20 1) Measurement for this Item shall be per each.
21 b. Payment
22 1) The work performed and the materials furnished in accordance with this
23 Item shall be paid for at the unit price bid per each "Concrete Collar"
24 installed.
25 c. The price bid will include:
26 1) Concrete Collar
27 2) Excavation
28 3) Forms
29 4) Reinforcing steel (if required)
30 5) Concrete
31 6) Backfill
32 7) Pavement removal
33 8) Hauling
34 9) Disposal of excess material
35 10) Placement and compaction of backfill
36 11) Clean-up
37 12) Additional pavement around perimeter of concrete collar as required for
38 rim adjustment on existing manhole.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 21, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
330517-2
CONCRETE COLLARS
Page 2 of 3
1 1.3 REFERENCES
2 A. Reference Standards
3 1. Reference standards cited in this Specification refer to the current reference
4 standard published at the time of the latest revision date logged at the end of this
5 Specification, unless a date is specifically cited.
6 2. ASTM International (ASTM):
7 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating.
8 b. D4259, Standard Practice for Abrading Concrete.
9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
10 1.5 SUBMITTALS [NOT USED]
11 1.6 ACTION 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-SUPPLIEDPRODUCTS [NOT USED]
20 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS
21 A. Materials
22 1. Concrete — Conform to Section 03 30 00.
23 2. Reinforcing Steel — Conform to Section 03 21 00.
24 3. Frame and Cover — Conform to Section 33 05 13.
25 4. Grade Ring — Conform to Section 33 05 13.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION
31 A. Evaluation and Assessment
32 1. Verify lines and grades are in accordance to the Drawings.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 21, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
330517-3
CONCRETE COLLARS
Page 3 of 3
1 3.3 PREPARATION [NOT USED]
2 3.4 INSTALLATION
3 A. Final Rim Elevation
4 1. Install concrete grade rings for height adjustment.
5 a. Construct grade ring on load bearing shoulder of manhole.
6 b. Use sealant between rings as shown on Drawings,
7 2. Set frame on top of manhole or grade rings using continuous water sealant.
8 3. Remove debris, stones and dirt to ensure a watertight seal.
9 4. Do not use steel shims, wood, stones or other unspecified material to obtain the
10 final surface elevation of the manhole frame.
11 3.5 REPAIR / RESTORATION [NOT USED]
12 3.6 RE -INSTALLATION [NOT USED]
13 3.7 FIELD QUALITY CONTROL [NOT USED]
14 3.8 SYSTEM STARTUP [NOT USED]
15 3.9 ADJUSTING [NOT USED]
16 3.10 CLEANING [NOT USED]
17 3.11 CLOSEOUT ACTIVITIES [NOT USED]
18 3.12 PROTECTION [NOT USED]
19 3.13 MAINTENANCE [NOT USED]
20 3.14 ATTACHMENTS [NOT USED]
21 END OF SECTION
22
23
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 21, 2012
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
2
3 PART 1 - GENERAL
SECTION 34 71 13
TRAFFIC CONTROL
34 71 13 - 1
TRAFFIC CONTROL
Page 1 of 5
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. 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. Installation of Traffic Control Devices
15 a. Measurement
16 1) Measurement for Traffic Control Devices shall be per month for the Project
17 duration.
18 a) A month is defined as 30 calendar days.
19 b. Payment
20 1) The work performed and materials furnished in accordance with this Item
21 and measured as provided under "Measurement" shall be paid for at the
22 unit price bid for "Traffic Control".
23 c. The price bid shall include:
24 1) Traffic Control implementation
25 2) Installation
26 3) Maintenance
27 4) Adjustments
28 5) Replacements
29 6) Removal
30 2. Portable Message Signs
31 a. Measurement
32 1) Measurement for this Item shall be per week for the duration of use.
33 b. Payment
34 1) The work performed and materials furnished in accordance to this Item and
35 measured as provided under "Measurement" shall be paid for at the unit
36 price bid per week for "Portable Message Sign" rental.
37 c. The price bid shall include:
38 1) Delivery of Portable Message Sign to Site
39 2) Message updating
40 3) Sign movement throughout construction
41 4) Return of the Portable Message Sign post -construction
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
34 71 13 - 2
TRAFFIC CONTROL
Page 2 of 5
1 3. Preparation of Traffic Control Plan Details
2 a. Measurement
3 1) Measurement for this Item is per each Traffic Control Detail prepared.
4 b. Payment
5 1) The work performed and materials furnished in accordance with this Item
6 shall be paid for at the unit price bid per each "Traffic Control Detail"
7 prepared.
8 c. The price bid shall include:
9 1) Preparing the Traffic Control Plan Details
10 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices
11 (TMUTCD)
12 3) Obtaining the signature and seal of a licensed Texas Professional Engineer
13 4) Incorporation of City comments
14 1.3 REFERENCES
15 A. Reference Standards
16 1. Reference standards cited in this Specification refer to the current reference
17 standard published at the time of the latest revision date logged at the end of this
18 Specification, unless a date is specifically cited.
19 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
20 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of
21 Transportation, Standard Specifications for Construction and Maintenance of
22 Highways, Streets, and Bridges.
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Coordination
25 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to
26 implementing Traffic Control within 500 feet of a traffic signal.
27 B. Sequencing
28 1. Any deviations to the Traffic Control Plan included in the Drawings must be first
29 approved by the City and design Engineer before implementation.
30 1.5 SUBMITTALS
31 A. Provide the City with a current list of qualified flaggers before beginning flagging
32 activities. Use only flaggers on the qualified list.
33 B. Obtain a Street Use Permit from the Street Management Section of the Traffic
34 Engineering Division, 311 W. 10th Street. The Traffic Control Plan (TCP) for the
35 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set.
36 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit.
37 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional
38 Engineer.
39 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or
40 Specifications. The Contractor will be responsible for having a licensed Texas
41 Professional Engineer sign and seal the Traffic Control Plan sheets.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
34 71 13 - 3
TRAFFIC CONTROL
Page 3 of 5
1 E. Contractor responsible for having a licensed Texas Professional Engineer sign and seal
2 changes to the Traffic Control Plan(s) developed by the Design Engineer.
3 F. Design Engineer will furnish standard details for Traffic Control.
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 loR] OWNER -SUPPLIED PRODUCTS [NOT USED]
13 2.2 ASSEMBLIES AND MATERIALS
14 A. Description
15 1. Regulatory Requirements
16 a. Provide Traffic Control Devices that conform to details shown on the
17 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control
18 Device List (CWZTCDL).
19 2. Materials
20 a. Traffic Control Devices must meet all reflectivity requirements included in the
21 TMUTCD and TxDOT Specifications — Item 502 at all times during
22 construction.
23 b. Electronic message boards shall be provided in accordance with the TMUTCD.
24 2.3 ACCESSORIES [NOT USED]
25 2.4 SOURCE QUALITY CONTROL [NOT USED]
26 PART 3 - EXECUTION
27 3.1 EXAMINATION [NOT USED]
28 3.2 PREPARATION
29 A. Protection of In -Place Conditions
30 1. Protect existing traffic signal equipment.
31 3.3 INSTALLATION
32 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on
33 the Drawings and as directed.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
34 71 13 - 4
TRAFFIC CONTROL
Page 4 of 5
1 B. Install Traffic Control Devices straight and plumb.
2 C. Do not make changes to the location of any device or implement any other changes to
3 the Traffic Control Plan without the approval of the Engineer.
4 1. Minor adjustments to meet field constructability and visibility are allowed.
5 D. Maintain Traffic Control Devices by taking corrective action as soon as possible.
6 1. Corrective action includes but is not limited to cleaning, replacing, straightening,
7 covering, or removing Devices.
8 2. Maintain the Devices such that they are properly positioned, spaced, and legible,
9 and that retroreflective characteristics meet requirements during darkness and rain.
10 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal
11 and state laws (by failing to furnish the necessary flagmen, warning devices, barTicades,
12 lights, signs, or other precautionary measures for the protection of persons or property), the
13 Inspector may order such additional precautionary measures be taken to protect persons
14 and property.
15 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by
16 or in conflict with the proposed method of handling traffic or utility adjustments, can be
17 constructed during any phase.
18 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight
19 distance of drivers entering the highway from driveways or side streets.
20 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may
21 be erected and mounted on portable supports.
22 1. The support design is subject to the approval of the Engineer.
23 I. Lane closures shall be in accordance with the approved Traffic Control Plans.
24 J. If at any time the existing traffic signals become inoperable as a result of construction
25 operations, the Contractor shall provide portable stop signs with 2 orange flags, as
26 approved by the Engineer, to be used for Traffic Control.
27 K. Flaggers
28 1. Provide a Contractor representative who has been certified as a flagging instructor
29 through courses offered by the Texas Engineering Extension Service, the American
30 Traffic Safety Services Association, the National Safety Council, or other approved
31 organizations.
32 a. Provide the certificate indicating course completion when requested.
33 b. This representative is responsible for training and assuring that all flaggers are
34 qualified to perform flagging duties.
35 2. A qualified flagger must be independently certified by 1 of the organizations listed
36 above or trained by the Contractor's certified flagging instructor.
37 3. Flaggers must be courteous and able to effectively communicate with the public.
38 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals
39 and follow the flagging procedures set forth in the TMUTCD.
40 5. Provide and maintain flaggers at such points and for such periods of time as may be
41 required to provide for the safety and convenience of public travel and Contractor's
42 personnel, and as shown on the Drawings or as directed by the Engineer.
43 a. These flaggers shall be located at each end of the lane closure.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
347113-5
TRAFFIC CONTROL
Page 5 of 5
1 L. Removal
2 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights
3 and other Traffic Control Devices used for work -zone traffic handling in a timely
4 manner, unless otherwise shown on the Drawings.
5 3.4 REPAIR / RESTORATION [NOT USED]
6 3.5 RE -INSTALLATION [NOT USED]
7 3.6 FIELD loR] SITE QUALITY CONTROL [NOT USED]
8 3.7 SYSTEM STARTUP [NOT USED]
9 3.8 ADJUSTING [NOT USED]
10 3.9 CLEANING [NOT USED]
11 3.10 CLOSEOUT ACTIVITIES [NOT USED]
12 3.11 PROTECTION [NOT USED]
13 3.12 MAINTENANCE [NOT USED]
14 3.13 ATTACHMENTS [NOT USED]
15 END OF SECTION
16
17
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
HMAC SURFACE OVERLAY (2012-14)
City Project No. 01927
1
CITY OF FORT WORTH
T/PW
SOIL LAB SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
Project: HMAC 2012-14
Project# 01927
DOE No:6859
Fund Code: 03
Contractor:
HOLE # 1 NE 14TH St
LOCATION: 400 NE 14TH St C/4
2.00" HMAC
8.00" Lt Brown Sandy clay w/rock & gravel
6.00" Brown Clay w/gravel
ATTERBURG LIMITS: LL:25.6 PL:16.5 PI:9.1 SHRKG: 6.0%
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 W. Broadus St
LOCATION: 409 W Broadus St C/4
6.00" HMAC
10.00" Brown Clay w/gravel
ATTERBURG LIMITS: LL:43.4 PL:21.6 PI:21.8 SHRKG: 12.05
MUNSELL COLOR CHART: 10 Yr.6/3 Pale Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 W. Butler St
LOCATION: 1200 W Butler St S/4
2.00" HMAC
5.00" Lt Brown Sandy clay, w/rock & gravel
7.00" Brown Clay w/gravel
'ATTERBURG LIMITS: LL:37.3 PL:23.9 PI:13.4 SHRKG: 8.05t-
MUNSELL COLOR CHART: 10 Yr. 6/1 Lt Brownish Gray Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 1050 W Butler St N/4
7.00" HMAC
10.00" Brown Clay w/gravel
ATTERBURG LIMITS: LL:51.1 PL:34 3 PI:16.8 SHRKG: 14.00
MUNSELL COLOR CHART: 10 Yr. 10yr 6/2 Lt Brownish Gray Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 W Cannon St
LOCATION: 400 W Cannon St C/4
3.00" HMAC
6.00" Brown Sandy clay w/rock & gravel
7.00" Dark Brown Clay
ATTERBURG LIMITS: LL:55.1 PL:34.9 PI:20.2 SHRKG: 17.0%
(MUNSELL COLOR CHART: 10 Yr. 5/1 Gray Clay
UNIT WEIGHT: N/A #/CFT _
HOLE # 1 Chenault St
LOCATION: 3208 Chenault St C/4
6.00" HMAC
10.00" Orange Sand w/rocks
ATTERBURG LIMITS: LL:17.4 PL:11.5 PI:5.9 SHRKG: 2.0%
MUNSELL COLOR CHART: 10 Yr. 7/6 Yellow Sandy
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Crenshaw Ave
LOCATION: 2900 Crenshaw Ave
6.00" HMAC
10.00" Brown Clay w/rocks & gravel
ATTERBURG LIMITS: LL:31.7 PL:18.9 PI:12.8 SHRKG:7.0%
MUNSELL COLOR CHART: 10 Yr. 7/3 Very Pale Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 2932 Crenshaw Ave
6.00" HMAC
10.00" Brown Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0%
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Dixie St
LOCATION: 1200 Dixie St C/4
4.00" HMAC
6.00" Lt Brown Sandy clay w/ gravel
6.00" Brown Clay
ATTERBURG LIMITS: LL:54.1 PL:27.8 PI:26.3 SHRKG: 16.0%
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 1 W Drew St
LOCATION: 2600 W Drew St
4.00" HMAC
12.00" Brown Clay w/rocks & gravel
ATTERBURG LIMITS: LL:44.4 PL:23.6 PI:20.8 SHRKG: 12 0%
MUNSELL COLOR CHART: 10 Yr.6/2 Lt Brownish Gray Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 2613 W Drew St
3.00" HMAC
5.00" Lt Brown Sandy clay w/ rocks & gravel
8.00" Brown Clay
ATTERBURG LIMITS: LL:44.1 PL:20.3 PI:23.8 SHRKG: 12 0%
MUNSELL COLOR CHART: 10 Yr.8/3 Very Pale Brown Clay
UNIT WEIGHT: N/A #/CFT
3
HOLE # 3
LOCATION: 2500 W Drew St S/4
3.00" HMAC
4.00" Lt Brown Sandy clay w/rocks & gravel
9.00" Brown Clay
ATTERBURG LIMITS: LL:48.1 PL:30.9 PI:17.8 SHRKG: 12.0%
MUNSELL COLOR CHART: 10 Yr 7/2 Lt Gray Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Garland Ave
LOCATION: 6550 Garland Ave S/4
5.00" HMAC
4.00" Broken Concrete
7.00" Reddish Brown Clay W/rocks & gravel
ATTERBURG LIMITS: LL:46.2 PL:26.7 PI:19.5 SHRKG: 13.0%
MUNSELL COLOR CHART: 10 Yr. 5/4 Yellowish Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 6500 Garland Ave N/4
3.00" HMAC
4.00" Broken Concrete
9.00" Reddish Brown Clay W/rocks & gravel
ATTERBURG LIMITS: LL:32.3 PL:17.0
MUNSELL COLOR CHART: 10 Yr. 8/3 Ver
UNIT WEIGHT: N/A #/CFT
_
HOLE # 1 Grapewood St
LOCATION: 3200 Grapewood St C/4
PI:15.3 SHRKG: 9.0%
y Pale Brown Clay
----- - - ---
3.00" HMAC
13.00" Orange Sand
ATTERBURG LIMITS: LL:16.0 PL:11.0 PI:5.0 SHRKG: 2.0%
MUNSELL COLOR CHART: 10 Yr. 7/4 Very Pale Brown Sand
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Hunter St
LOCATION:3000 Hunter St W/4
3.00" HMAC
5.00" Dark Brown Sandy clay w/ rocks & gravel
8.00" Brown Clay w/gravel
ATTERBURG LIMITS: LL:37.2 PL:21.6 PI:15.6 SHRKG: 10.0%
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 3018 Hunter St E/4
2.50" HMAC
8.00" Lt Brown Sandy clay w/ rocks & gravel
6.00" Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0%
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
4
IHOLE # 3
LOCATION: 3101 Hunter St W/4
3.00" HMAC
4.00" Brown Sandy clay w/ rocks & gravel
9.00" Reddish Brown Clay w/gravel
(ATTERBURG LIMITS: LL:26.3 PL:16.3 PI:10.0 SHRKG: 6.0%
MUNSELL COLOR CHART: 10 Yr. 5/4 Yellowish Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 4
LOCATION: 3133 Hunter St E/4
4.00" HMAC
12.00" Brown Clay w/rocks & gravel
ATTERBURG LIMITS: LL:23.6 PL:12.7 PI:10.9 SHRKG: 4.0%
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Livingston Ave
LOCATION: 3000 Livingston Ave E/4
3.50" HMAC
6.50" Concrete (5524.0 PSI)
6.00" Brown Sandy Clay w/gravel
ATTERBURG LIMITS: LL:50.3 PL:26.4 PI:26.9 SHRKG: 15.0%
MUNSELL COLOR CHART: 10 Yr. 6/2 Lt Brownish Gray Clay
UNIT WEIGHT: N/A #/CFT
THOLE # 1 W Loraine St
LOCATION: 1900 W Loraine St S/4
3.50" HMAC
4.00" Dark Brown Sandy clay w/ rocks & gravel
9.00" Brown Clay w/gravel
ATTERBURG LIMITS: LL:29.9 PL:19.5 PI:10.4 SHRKG: 5.0%
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 1700 W Loraine St N/4
4.00" HMAC
12.00" Brown clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0%
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Marys Lane
LOCATION: 3156 Marys Lane E/4
4.00" HMAC
7.00" Orange Sand w/ rocks & gravel
6.00" Reddish Brown Clay w/gravel
ATTERBURG LIMITS: LL:48.7 PL:28.6 PI:20.1 SHRKG: 14.0%
MUNSELL COLOR CHART: 10 Yr.5/8 Yellowish Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
1
5
LOCATION: 3124 Marys Lane W/4
4.00" HMAC
4.00" Orange Sand w/ rocks & gravel
8.00" Reddish Brown Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG: .00
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 3
LOCATION: 3056 Marys Lane E/4
3.00" HMAC
7.00" Brown Sandy Clay w/ rocks & gravel
6.00" Reddish Brown Clay w/gravel
ATTERBURG LIMITS: LL:26.2 PL:17.4 PI:8.8 SHRKG: 6.00
MUNSELL COLOR CHART: 10 Yr. 8/4 Very Pale Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 4
'LOCATION: 3000 Marys Lane W/4
4.00" HMAC
6.00" Brown Sandy Clay w/ rocks & gravel
6.00" Reddish Brown Clay w/gravel
ATTERBURG LIMITS: LL: PL: PI: SHRKG: .00
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Meaders Ave
LOCATION: 2909 Meaders Ave C/4
6.00" HMAC
11.00" Reddish Brown Clay
ATTERBURG LIMITS: LL:53.6 PL:27.6 PI:26.0 SHRKG: 14.00
MUNSELL COLOR CHART: 7.5YR 5/6 Strong Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 E Morningside Dr
LOCATION: 724 E Morningside Dr S/4
7.50" HMAC
5.00" Concrete (5101.0 PSI)
4.00" Yellowish Clay
ATTERBURG LIMITS: LL:23.0 PL:13.0 PI:10.0 SHRKG: 4.00
MUNSELL COLOR CHART: 10 Yr. 7/4 Very Pale Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 829 E Morningside Dr N/4
5.00" HMAC
11.00" Yellowish Brown Clay
ATTERBURG LIMITS: LL:43.6 PL:19.8 PI:23.8 SHRKG: 10.00
MUNSELL COLOR CHART: 10 Yr. 7/3 Very Pale Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 E Morphy St
LOCATION: 100 E Morphy St C/4
6
6.00" HMAC
6.00" Lt Brown Sandy clay w/ rocks & gravel
4.00" Brown Clay w/gravel
ATTERBURG LIMITS: LL:33.1 PL:17.5 PI:15.6 SHRKG: 9.0%
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Clay
!._
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 900 E Morphy St C/4
7.00" HMAC
9.00" Dark Brown clay
ATTERBURG LIMITS: LL:50.7 PL:32.6 PI:18.1 SHRKG: 14.0%.
MUNSELL COLOR CHART: 10 Yr. 5/2 Grayish Brown Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 3
LOCATION: 950 E Morphy St C/4
7.00" HMAC
9.00" Dark Brown clay
ATTERBURG LIMITS: LL:65.3 PL:35.8 PI:29.5 SHRKG: 18.096'
MUNSELL COLOR CHART: 10 Yr. 6/1 Gray Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Newman St
LOCATION: 800 Newman St C/4
3.50" HMAC
13.00" Brown clay w/rocks & gravel
ATTERBURG LIMITS: LL:43.9 PL:21.7 PI:22.2 SHRKG: 13.096-
MUNSELL COLOR CHART: 10 Yr. 5/2 Grayish Brown Clay
IUNIT WEIGHT: N/A #/CFT
HOLE # 1 Ravine Rd
LOCATION: 721 Ravine Rd E/4
1.00" HMAC
I 8.00" Concrete (1401.0 PSI)
8.00" Lt Brown Sandy Clay w/Rock & gravel
1 ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0%
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 616 Ravine Rd W/4
6.00" HMAC
10.00" Brown Clay w/gravel
ATTERBURG LIMITS: LL:37.5 PL:26.1 PI:11.4 SHRKG: 6.0%
MUNSELL COLOR CHART: 10 Yr.8/2 Very Pale Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 3
LOCATION: 601 Ravine Rd E/4
10.00" HMAC
7.00" Brown Clay
ATTERBURG LIMITS: LL:46 6 PL:31.8 PI:14.8 SHRKG: 10.0%
7
MUNSELL COLOR CHART: 10 Yr. 6/3 Pale Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Sappington P1
LOCATION: 3200 Sappington P1
2.00" HMAC
6.00" Dark Brown Sandy clay w/ rocks & gravel
8.00" Brown Clay
ATTERBURG LIMITS: LL:34.9 PL:19.9 PI:15.0 SHRKG: 10.0%
MUNSELL COLOR CHART: 10 Yr.5/3 Brown Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 3229 Sappington P1
2.50" HMAC
5.00" Lt Brown Sandy clay w/ rocks & gravel
9.00" Brown Clay
ATTERBURG LIMITS: LL: PL: PI: SHRKG: .0%
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 1
Trinity Valley Ct
LOCATION: 2713 Trinity Valley Ct SW/4
5.00" HMAC
11.00" Brown clay w/gravel
ATTERBURG LIMITS: LL:52.5 PL:27.7 PI:24.8 SHRKG: 16.0%
MUNSELL COLOR CHART: 10 Yr. 6/2 Lt Brownish Gray Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 2700 Trinity Valley Ct NE/4
5.00" HMAC
13.00" Brown clay
ATTERBURG LIMITS: LL:46.4 PL:28.7 PI:17.7
MUNSELL COLOR CHART: 10 Yr.6/2 Lt Brownish Gray Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Willing Ave
LOCATION: 3145 Willing Ave E/4
3.00" HMAC
6.25" Concrete (4141.0 PSI)
7.00" Brown Clay w/gravel
ATTERBURG LIMITS: LL:66.9 PL:32.2 PI:34.7 SHRKG: 18.0%
MUNSELL COLOR CHART: 10 Yr. 6/2 Lt Brownish Gray Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 3128 Willing Ave C/4
2.00" HMAC
6.00" Concrete *Concrete broken into pieces*
8.00" Brown Clay w/gravel
ATTERBURG LIMITS: LL:22.0 PL:16.0 PI:6 SHRKG: 3.0%
MUNSELL COLOR CHART: 10 Yr. 6/4 Lt Yellowish Brown Sand
SHRKG: 12.0%
UNIT WEIGHT: N/A #/CFT
HOLE # 3
LOCATION: 3109 Willing Ave W/4
3.25" HMAC
6.00" Concrete (2301.0 PSI)
8.00" Lt Brown Clay w/rocks & gravel
ATTERBURG LIMITS: LL:38.2 PL:18.5 PI:19.7 SHRKG:11.0%
MUNSELL COLOR CHART: 10 Yr. 7/3 Very Pale Brown Clay
UNIT WEIGHT: N/A #/CFT
Approval:
Ryan Jeri
Routing:
Date Tested: 8/22/12-8/31/12
Requested by: Riad Nusrallah
Tested by: Soil Lab
Superintendent
File
FORTWc RT i-i
Business Support
TRANSPORTATION AND PUBLIC, WORKS
BUSINESS SUPPORT DIVISION
M/WBE REOUIRED DOCUMENTATION RECEIPT
Official date and time
11-22-12 P12:09 IN
Bid Date: -2/0 ()'-e�?21-c'2 /5J ,Q()/D—
Project Name 246/z4e( 64,/zAz ;x142-1g) .
� 0
Project Manager:ci/z %4k
Forms Submitted Bv:
Name:
Company: Ca �i
�
Forms Received Bv:
Tuesday, November 20, 2012
Minority Buisness Enterprise Office,
I respectfully submit the following documewntation as an indication of our good faith effort to acquire
minority participation in the opportunities that exist on city project number 01927, HMAC Surface
Overlay 2012-14. Included, please find quotes from each respondent from the first three disciplines
listed below. You will also find a record of email solicitations included. Please give me a call
should you have any questions.
177102 CONCRETE SIDEWALKS, DRIVEWAYS, WHEELCHAIR RAMPS, Etc.
177104 CONCRETE CURB AND GUTTER CONSTRUCTION
344104 INLET CONSTRUCTION
421200 HAULING BY DUMPTRUCK
Ronald D. Stinson, Jr.
Estimator
ATTACHMENT IA
Page 1 of 5
FORT WORTH
PRIME COMPANY NAME:
JLB Contracting, LLC
PROJECT NAME:
Henderson St Detour
City's MBE Project Goal:
17%
City of Fort Worth
MBE Subcontractors/Suppliers Utilization Form
Check applicable block to describe prime
MNV/DBE X NON-M/W/DBE
BID DATE
November 8, 2012
Prime's MBE Project Utilization: PROJECT NUMBER
01927
14.09%
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
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant. Dallas. Denton. Johnson. Parker. and Wise 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 1st tier, a payment by a subcontractor to
its supplier is considered 2nd tier
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located within the Marketplace, that have been determined to be bonafide minority
business enterprise by the North Central Texas Regional Certification Agency (NCTRCA), or other certifying agencies
that the City may deem appropriate and accepted by the City of Fort Worth.
If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates
at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from
another MBE firm, including MBE owner -operators, and receive full MBE credit. The MBE may lease trucks
from non -MBEs, including owner -operators, but will only receive credit for the fees and commissions earned
by the MBE as outlined in the lease agreement.
Rev. 5/30/12
FORT WORTH ATTACHMENT 1A
Page 2 of 5
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-M/WBEs.
MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for
verification. Please note that only certified MBEs will be counted to meet an MBE goal.
Certification N Detail Detail
(check one) o Subcontracting Work Supplies Purchased Dollar Amount
SUBCONTRACTOR/SUPPLIER T
Company Name
Address e M W S M
Telephone/Fax r B B B
E E E E
Atco Construction, Inc.
119 Conona Ct
Fort Worth, TX 76108
817-448-8007
817-448-8256
Cowtown Redi Mix
3401 Bethlehem Avenue
Fort Worth, TX 76111
817-759-1919
817-759-1716
J-R Transport
721 111 th St,
Arlington, TX 76011
817-635-0600
Champion Fuel
PO Box 210191
Bedford, Texas 76095
817-909-9191
817-485-1602
Luna's Trucking
2100 N. Sylvania
Fort Worth, TX 76106
817-637-0945
1 X
2 X
1 X
1 X
2X
Haul HMAC to
project
Concrete
supplier to
Westhill Const
$25,229
$34,500
Haul raw $20,043
material to plant
site
Fuel $16,486
Haul excavated $24,250
concrete from
project Sub to
Westhill Const
Southern Asphalt 1 X Liquid Asphalt $65,903
3632 Lawnwood Street
Fort Worth, TX 76111
Rev. 5/30/12
FORT WORTH
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-M/WBEs.
MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for
verification. Please note that only certified MBEs will be counted to meet an MBE goal.
Certification N Detail Detail
(check one) o Subcontracting Work Supplies Purchased Dollar Amount
SUBCONTRACTOR/SUPPLIER t
Company Name
Address e M w s M
Telephone/Fax r B B B
E E E E
E
Westhill Construction 1 X C&G and
402 North Border Street Sidewalk
Cleburne, TX 76031
817-558-2504
817-558-0982
ATTACHMENT 1A
Page 3 of 5
$452,200
Rev. 5/30/12
ATTACHMENT IA
Page 4 of 5
Total Dollar Amount of MBE Subcontractors/Suppliers
Total Dollar Amount of Non -MBE Subcontractors/Suppliers
$120,508
$452,200
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $572,708
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 through the submittal of a Request forApproval 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 MBE goal. If the detail
explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including MBE(s)
and any special arrangements submitted with MBEs. 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 participating
on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized
officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three (3) years and for
initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this
ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror
and debarment from participating in City work for a period of time not less than one (1) year.
James G Humphrey
Authorize' Signature Printed Signature
Chief Executive Officer
Title Contact Name/Title (if different)
JLB Contracting, LLC 817-261-2991
Company Name Telephone and/or Fax
PO Box 24131
Address E-mail Address
Fort Worth, Texas November 20, 2012
City/State/Zip Date
Rev. 5/30/12
FoRTWORTH
PRIME COMPANY NAME:
JLB Contracting, LLC
PROJECT NAME:
HMAC 2012-14
City's MBE Project Goal:
17
City of Fort Worth
MBE Good Faith Effort Form
Prime's MBE Project Commitment:
14.09
ATTACHMENT 1C
Page 1 of 3
Check applicable block to describe prime
qMNV/DBE NON-M/NVDBE
BI DATE
November 8, 2012
PROJECT NUMBER
01927
IIf the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this
form.
If the Offeror's method of compliance with the MBE goal is based upon demonstration of a
"good faith effort", the Offeror will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 11 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation of the facts or intentional discrimination by the Offeror.
Failure to complete this form, in its entirety with supporting documentation, and it being submitted to 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.
1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this
project, regardless of whether it is to be provided by a MBE or non -MBE. (DO NOT LIST NAMES OF
FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity
regardless of tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
Curb & Gutter Barricades
Sidewalk Fuel
Dump Truck Haul
Rev. 5/30/12
ATTACHMENT IC
Page 2 of 3
2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors
and/or suppliers from the City's M/WBE Office or the City's website.
Yes Date of Listing 1 0/1 8 & 11/01
No
3.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened?
❑ Yes (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.)
No
4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
Yes (If yes, attach list to include name of MBE firm, person contacted, phone number and date and time of contact.)
No
5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are
opened?
El Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is
returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the
facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation"
documentation may render the GFE non -responsive.)
6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened?
n Yes
❑ No
(If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as
undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper
documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the
GFE non- responsive.)
NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method
must be applied to the applicable contract. The Offeror must document that either at least two attempts
were made using two of the four methods or that at least one successful contact was made using one of
the four methods in order to be deemed responsive to the Good Faith Effort requirement.
NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier
opportunity to be in compliance with questions 3 through 6.
7.) Did you provide plans and specifications to potential MBEs?
n Yes
Ri_No
8.) Did you provide the information regarding the location of plans and specifications in order to assist
the MBEs?
Yes
No
Rev. 5/30/12
ATTACHMENT 1C
Page 3 of 3
Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set?
Yes (If yes, attach all copies of quotations.)
No
10. Was the contact information on any of the listings not valid?
Yes (If yes, attach the information that was not valid in order for the M/WBE Office to address the corrections
needed.)
n No
11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the
forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting
documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute
concerning quotes, the Offeror will provide for confidential in -camera access to and inspection of any
relevant documentation by City personnel.
(Please use additional sheets, if necessary, and attach.)
Company Name Telephone Contact Person Scope of Work Reason for Rejection
Zamora Const 817-875-1162 Lupe Zamora C&G and Sidewalk Not low price
Legnar Const 817-237-0466 Dubelza Rangel-Williams C&G and Sidewalk Not Low Price
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
MBE participation on this project.
The Offeror further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The Offeror also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance shall create a material breach of
Rev. 5/30/12
James G Humphrey
Printed Signature
ATTACHMENT 1C
Page 4 of 3
contract and may result in a determination of an irresponsible offeror and debarment
from participating in City work for a period of time not Tess than one (1) year.
The undersigned certifies that the information provided and the MBE(s) listed was/were
contacted in good faith. It is understood that any MBE(s) listed in Attachment 1 C will be
contacted and the reasons for not using them will be verified by the City's M/WBE
Office.
Authorized Signature
Chief Executive Officer
Title Contact Name and Title (if different)
JLB Contracting, LLC 817-261-2991 817-261-3044
Company Name Phone Number Fax Number
PO Box 24131
Address Email Address
Fort Worth, Texas 76124 November 20, 2012
City/State/Zip Date
Rev. 5/30/12
Linda Oliphant
From: Linda Oliphant [loliphant@jlbcontracting.comj
Sent: Friday, November 02, 2012 2:14 PM
To: Alfredo Parra (aparra@arconstruction.net); Anthony Burks (aburks@vendigm.com); Antonio
Esquivel (irene@aaconstructionco.com); Arcilia Acosta (dmunoz@carconindustries.com);
Azteca Enterprises, Inc. (julier@aztecca-omega.com); Bradley Douglas Construction Services
LLC (osharondouglas@sbcglobal.net); Bradley Douglas Construction Services LLC
(sdouglas@abbct.com); Bradley Douglas Construction Services LLC
(sharon@bradleyservices.net); Cervantes Construction (cervantes_cons09@yahoo.com);
Christinal Coello (info@thecoellogroup.com); Cowboy Xpress Construction (apruitt80
@yahoo.com); Edward Shankle (shankleconcrete@att.net); Edwards Construction Group,
LLC (eedwards@ecg-Ilc.us); Elsa Brown (probertson@copeland-inc.com); Emmanuel Pipe
Supply & Construction (emmn98@aol.com); Estrada Concrete Company
(estradafrancisco@sbcglobal.net); Eulalio Perez (Ialo@capitalcontractors.net); Evelyn Fields
(eve@mebconstructionllc.com); F & F Concrete, LLC (graciehfabian@aol.com); Freddie
Mosley (raymosley23@yahoo.com); Gamarra Enterprises (jean@fjwconsultants.com);
Genaro Silva (americandream@tx.rr.com); Guadalupe Zamora
(lupezamora@zamoraconstruction.com); Gustavo Ramirez (fortexgus@yahoo.com); Hayden
Capital Corporation (mbrian6274@aol.com); Ignacio Santol (ycasas@santosci.com); Isaac
Hill(ihconcretecutting@sbcglobal.net); J. E. Guzman Construction, Inc.
(rrico@jguzmancompany.com); Jordan & Companies (jordanandcompanies@yahoo.com);
Juan Garcia (gartexcons@aol.com); KDAT, LLC (vb1128@sbcglobal.net); Klutz Construction,
LLC(charles@klutzconstruction.com); Lake Richardson (lakerichardson57@aol.com); Legnar
Construction (DR@LCi5.com); Macval Associates (macval@macvalassociates.com); Manuel
Cantu (ieddie_93@yahoo.com); Manuel Salas (elcala@att.net); Marco Hernandez
(westtexasrebarplacers@yahoo.com); Martin Escamilla (kristina@escamillaconstruction.com);
Martinez Construction Services (rmartinez.mcs@gmail.com); Omega Contracting, Inc.
(smitchum@azteca-omega.com); P & E Contractors, Inc. (canumele@pecontractors.com);
Perkins Construction (rickeyperkins2000@gmail.com); R. D. Howard, LC
(rhoward@thinkhoward.com); Rambo Contracting, Inc. (dtaylor@rambo1.com); Rey -Mar
Construction Company (reymar92@aol.com); Richard Rodriguez (drodriguez32@tx.rr.com);
Roadway Engineering & Construction, Inc. (roadwayenc@tx.rr.com); Robert Miller
(bbruner@millersierra.com); Robles Construction Services (robles.conserv@hotmail.com);
Rolando Perez (constructiongroup2@yahoo.com); SMR Construction, Inc.
(samar@srnrconstructioninc.com); srcconcrete.rene@gmail.com; Tony Gomez
(tgomez@falkenbergconstruction.com); Vescorp Construction
(Imendoza@vescorpconstruction.com)
Subject: FW: request for bids
Attachments: MBE EMAIL ATTACHMENT.docx
Linda Oliphant
JLB Contracting, LLC
P. O. Box 24131
Fort Worth, TX 76124
Phone 817.261.2991
Fax 817.261.3044
1
Linda Oliphant
From: Linda Oliphant (loliphant@jlbcontracting.com]
Sent: Friday, November 02, 2012 3:04 PM
To: Alfredo Parra (aparra@arconstruction.net); Andreas Fulcher (andreasceo@yahoo.com);
Anthony Burks (aburks@vendigm.com); Bradley Douglas Construction Services LLC
(osharondouglas@sbcglobal.net); Bradley Douglas Construction Services LLC
(sdouglas@abbct.com); Bradley Douglas Construction Services LLC
(sharon@bradleyservices.net); Cervantes Construction (cervantes_cons09@yahoo.com);
Edwards Construction Group, LLC (eedwards@ecg-llc.us); Elsa Brown
(probertson@copeland-inc.com); Evelyn Fields (eve@mebconstructionllc.com); Genaro Silva
(americandream@tx.rr.com); Guadalupe Zamora (lupezamora@zamoraconstruction.com);
Gustavo Ramirez (fortexgus@yahoo.com); Hayden Capital Corporation (mbrian6274
@aol.com); J. E. Guzman Construction, Inc. (rrico@jguzmancompany.com); Javier Elizondo
(outlawhauling@sbcglobal.net); JMC Concrete, Inc. (Business Fax); Klutz Construction, LLC
(charles@klutzconstruction.com); Lake Richardson (lakerichardson57@aol.com); Laughley
Bridge & Construction, Inc. (claughley@Iaughleybridge.com); Legnar Construction
(DR@LCi5.com); Luis Maya (mayaluis@sbcglobal.net); Manuel Salas (elcala@att.net); Marco
Hernandez (westtexasrebarplacers@yahoo.com); Martin Berumen
(martin_berumen@yahoo.com); Martin Escamilla(kristina@escamillaconstruction.com);
Martinez Construction Services (rmartinez.mcs@gmail.com); Otto Scott
(ottoscott@hotmail.com); P & E Contractors, Inc. (canumele@pecontractors.com); Perkins
Construction (rickeyperkins2000@gmail.com); R. D. Howard, LC
(rhoward@thinkhoward.com); Rambo Contracting, Inc. (dtaylor@rambo1.com); Roadway
Engineering & Construction, Inc. (roadwayenc@tx.rr.com); Robert B. Parks (brinkmanco2526
@sbcglobal.net); Robles Construction Services (robles.conserv@hotmail.com); Rolando
Perez (constructiongroup2@yahoo.com); SMR Construction, Inc.
(samar@smrconstructioninc.com); srcconcrete.rene@gmail.com
Subject: FW: request for bids
Attachments: MBE EMAIL ATTACHMENT.docx
Linda Oliphant
JLB Contracting, LLC
P. O. Box 24131
Fort Worth, TX 76124
Phone 817.261.2991
Fax 817.261.3044
1
Linda Oliphant
From:
Sent:
To:
Linda Oliphant [loliphant@jlbcontracting.com]
Friday, November 02, 2012 1:02 PM
Bradley Douglas Construction Services LLC (osharondouglas@sbcglobal.net); Edwards
Construction Group, LLC (eedwards@ecg-Ilc.us); F & F Concrete, LLC
(graciehfabian@aol.com); Hayden Capital Corporation (mbrian6274@aol.com); Iron Concrete
Construction Company, Inc. (ironconstruction@sbcglobal.net); J. E. Guzman Construction,
Inc. (rrico@jguzmancompany.com); Klutz Construction, LLC (charles@klutzconstruction.com);
Laughley Bridge & Construction, Inc. (claughley@laughleybridge.com); NTP Plumbing &
Utilities Contractor (chrisweaverntp@yahoo.com); P & E Contractors, Inc.
(canumele@pecontractors.com); Rambo Contracting, Inc. (dtaylor@rambo1.com)
Subject: FW: request for bids
Attachments: MBE EMAIL ATTACHMENT.docx
Linda Oliphant
JLB Contracting, LLC
P. O. Box 24131
Fort Worth, TX 76124
Phone 817.261.2991
Fax 817.261.3044
i
tir
Linda Oliphant
From: Linda Oliphant [Ioliphant@jlbcontracting.com]
Sent: Friday, November 02, 2012 1:45 PM
To: A Estrada Trucking (estradatrucking@hotmall.com); Alvarado Hauling (fraaiv@yahoo.es);
ATCO Construction Company, Inc. (dannysaenz2000@aol.com); Augustin Samano Trucking
(augustinsamanotrucking@yahoo.com); Banda Trucking Company
(bandatruckinginc@yahoo.com); BLR Enterprize (blrlove716@ai.com); B's Xtra 21 Express
(b_lester@xtra21express.com); C J Trucking (cjtrucking17@yahoo.com); Carrasco Trucking
(sergio@carrascotrucking.com); Casiflas Truckings (casiffas_remedios@yahoo.com);
Cervantes Construction (cervantes_cons09@yahoo.com); Clemons Trucking Company
(thelma88@prodigy.net); Contreras Trucking (ctrucking@hotmail.com); Cowboy Trucking
(cowboy_trucking_service@yahoo.com); D C T Trucking (dct.trucking@att.net); Destiny
Trucking (destiny.trucking@yahoo.com); DFW Aggregates (amandaalonzo@gmail.com); Dirt
Trucking Company (javier@dirttrucking.com); E McDaniel Trucking (mcdaniel-
eric@sbcgloval. net); Earth Haulers, Inc. (info@earthhaulers.com); Guido Construction
(sonyguidotrucks@hotmail.com); J & A Trucking (jatrucking@ymail.com); J Beltran Hauling
(jbeltranhauling@yahoo.com); J C Trucking (mela0503@yahoo.com); J D's Trucking
(j.drew8l @yahoo.com); Javier Elizondo (outlawhauling@sbcglobal.net); Jose Lemus Trucking
(jltruck5@aol.com); Joya Trucking (fjoya61 @yahoo.com); JTD Logistics
(jtdlogistics@yahoo.com); L & T Transit (linotrrs@yahoo.com); Land Materials(impress0675
@officemax.com); Lara Hauling Company (s.winiarski@sbcglobal.net); Larry Rambo
(Iarryrambotrucking@gmail.com); LC Ordenez Trucking (Ic_ordonez@yahoo.com); Logan
Trucking, Inc. (logan.trucking@yahoo.com); Lone Star Trucking and Excavation
(Istae@hotmail.com); Lo-Rich Trucking (lindar2229@yahoo.com); Luz Trucking
(marialuz6122@yahoo.com); M & H Transport (moiseher68@hotmail.com); Melgar's
Transport (emelgar60@hotmail.com); Miko Trucking(milotrucking@aol.com); MTZ Trucking
(manuelmtz1990@yahoo.com); Nevaeh, Inc. (clavenjr@me.com); North Texas Trucking
(northtt@msn.com); Ochoa I Trucking (jessi.ochoa@us.army.mil); Ortiz Trucking
(kimberleelw@verizon.net); P Moreno Trucking (moreno.pedro14@yahoo.com); Paul Mart
Trucking (mypaulmart@aol.com); Perkins Construction (rickeyperkins2000@gmail.com); R!T
Services, Inc. (iramos03@hotmail.com); Rios Trucking (anamartinez06@yahoo.com); Rivas
Transporte (rivastransportel @yahoo.com); Rivera Transportation (rosie_rivera533
@hotmail.com); Roadway Engineering & Construction, Inc. (roadwayenc@tx.rr.com); Rocha
Trucking (rochatransport@netzero.net); Rudy Avila Trucking (avilatrucks@yahoo.com); S
Camacho Trucking(s.camachotrucking@hotmail.com); Saldana's Trucking Company
(saldanastrucking@sbcglobal.net); Sorianos Trucking (betosoriano07@yahoo.com); Speedy
Hauling (speedy_hauling@yahoo.com); Stephy's (gipson80@msn.com); Taskmasters
Construction Company, Inc. (lady@taskmastersconstructioncompany.com); Texas Star
Transport (texasstartrans@aol.com); T-N-T Trucking (srv259@aol.com); Tomas Gutierrez
Trucking (gutierreztomas@att.net); Tomas Reyes Trucking (rita@reyestrucking.com); Torres
Truckings (aatorres4@yahoo.com); Transport Trust (ortegafranksr@yahoo.com); V
Fernandez Trucking (fernandeztrucking@netzero.com); Vazquez Trucking
(vazqueztrucking@ymail.com); Wilmac Enterprises (wilson.correa@wilmacent.com); Woods
Construction (wiiberthoney@aol.com)
Subject: FW: request for bids
Attachments: MBE EMAIL ATTACHMENT.docx
Linda Oliphant
JLB Contracting, LLC
P. O. Box 24131
Fort Worth, TX 76124
Phone 817.261.2991
Fax 817.261.3044
1
Project Item Information
Bidlist
item No. Description Specification ` Unit of Bid Quantity
Section No. f Measure
1 )9999.0000 Remove/Replace Sidewalk 024113 SF 5820
2 3213.0301 4" Concrete Sidewalk 3213 20 SF 11510
3 19999.0000 Remove/Replace Concrete Curb and Gutter 02 4115 IF 6110
4 I3216.0102 7" Curb &Gutter 321613 LF 2000
5 9999.0000 6" Remove/Replace Concrete Driveway 02 41 13 SF 10970
6 3233.04016" Concrete Driveway 3213 20 SF 1050
7 9999.0000 Remove / Replace existing ramps with standard ADA 024113 EA 20
8 9999.0000 New ADA ramps (with detectable warning dome -tile) EA 8
9 3305.0108 Miscellaneous Structure Adjustment (10' Storm Drain Inlet) 33 0514 EA 2
10 9999.0000 Remove/Replace Concrete Valley Gutter 02 4115 5Y 50
11 3216.03016° Valley Gutter 32 16 13 SY 6401
12 3124.0101 Crushed Limestone 312400 Cr 1001
13 3211.0600 Cement Modification (13 ibs./sy) 321133 TN 1221
14 3123.0101 Unclassified Excavation 312316 CY 4051
15 3212.0302 2" Asphalt Pavement Type 0 32 12 16 SY 18690
16 9999.0000 Painting House Addresses EA 138
17 3292.0100 Block Sod Placement 32 9213 SY 1310
18 3305.0107 Manhole Adjustments (w/ Steel Risers) 33 0517 1 EA 6
19 13305.0107 Miscellaneous Structure Adjustment (Water Meter Box) 133 0514 EA 24
20(3305.0108Miscellaneous Adjustments (Utilities) I000508 t5 1
21 13305.0112 Water Valve Box Adjustment (w/ Concrete Collars) 33 0517 EA 2
22 13305.0112 Manhole Adjustments (w/ Concrete Collars) 33 0517 EA 5
23 0241.1700 8" Pavement Pulverization 02 41 15 SY 18690
24 9999.0000 Roadeond EN 1 Soil Stabilizer GA 150
25 9999.0000 Remove/Replace 30' HMAC Speed Cushion (w/stripping) EA 1
Westhill's pricing for this project includes all barricades and subsidary hotmix.
Bidder's Proposal
Unit Price f Bid Value
$4.00'
$4.00
$21.00
$21.00
$6.50
$6.50
$1,000.00
$1,000.00
$1,000.00
$81.00
$81.00
$10.00
$4.50
$50.00
$6,000.00
$250.00
$400.00I
$1,250.00I
$6,000.00
SECTION 00 42 43
PROPOSAL FORM
z%/"1otid
00 42 43
BID PROPOSAL
Page 1 of 2
UNIT PRICE BID Bidder's Application
Bidlist Item
No.
Project Item Information Bidder's Proposal
Description
Specification Unit of Bid Quantity
Section No. Measure
Unit Price Bid Value
1 9999.0000 Remove / Replace Sidewalk 02 41 13 SF 5820 $4.80 $27,936.00
2 3213.0301 4" Concrete Sidewalk 3213 20 SF 11510 $4.00 $46,040.00
3 9999.0000 Remove / Replace Concrete Curb and Gutter 02 41 15 LF 8110 $22.50 $182,475.00
4 3216.0102 7' Curb & Gutter 321613 LF 2000 $21.50 $43,000.00
5 9999.0000 6" Remove! Replace Concrete Driveway 02 41 13 SF 10970 $6.00 $65,820.00
6 3213.0401 6" Concrete Driveway 32 13 20 SF 1050 $6.00 $6,300.00
7 9999.0000 Remove / Replace existing ramps with standard ADA 02 41 13 EA 20 $800.00 $16,000.00
8 9999.0000 New ADA ramps (with detectable waming dome -tile EA 8 $800.00 $6,400.00
9 3305.0108 Miscellaneous Structure Adjustment (10' Storm Drain Inlet 33 0514 EA 2 $2,900.00 $5,800.00
10 9999.0000 Remove/Replace Concrete Valley Gutter 02 41 15 SY 50 $84.00 $4,200.00
11 3216.0301 6" Valley Gutter 32 1613 SY 640 $81.00 $51,840.00
12 3124.0101 Crushed Limestone 31 24 00 CY 100
13 3211.0600 Cement Modification (13lbs./sy) 32 11 33 TN 122
14 3123.0101 Unclassified Excavation 31 23 16 CY 405
15 3212.0302 7' Asphatt Pavement Type D 32 12 16 SY 18690
16 9999.0000 Painting House Addresses EA 138
17 3292.0100 Block Sod Placement 32 92 13 SY 1310
18 3305.0107 Manhole Adjustments (w/ Steel Risers) 33 0517 EA 6
19 3305.0107 Miscellaneous Structure Adjustment (Water Meter Box) 33 05 14 EA 24
20 3305.0108 Miscellaneous Adjustments (Utilities) 00 05 08 LS 1
21 3305.0112 Water Valve Box Adjustment (w/ Concrete Collars) 33 0517 EA 2
22 3305.0112 Manhole Adjustments (w/ Concrete Collars) 33 05 17 EA 5
23 0241 1700 8 Pavement Pulverization 02 41 15 SY 1869(v
24 9999.0000 RoadBond EN 1 Soil Stabilizer GA 15.0 _
25 9999.0000 Remove/Replace 30' HMAC Sp
eed Cushion (w! stripping) EA 1
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120
Bid Summary
Base Bid
Total Base Bid
Alternate Bid
Total Alternate Bid
Deductive Alternate Bid
Total Deductive Alternate Bid
Additive Alternate Bid
Total Additive Alternate Bid
Total Bidi $455,811.001
HMAC 2012 - 14 Quote
Flu!IIN1INJeaf1:-�Iwdt=14111.4
Name / Address
JLB Contracting, LLC
Ron Stinson
P.O. Box 24131
Fort Worth, TX 76124
1725 Ashland Avenue
Fort Worth, TX 76107
Phone: 817-797-6280
FAX: 817-924-0284
Description
Temis
Due on receipt
Estimate
Date Estimate #
11/19/2012 1307
Due Date Project
11/19/2012 2012-14
Qty Rate Total
Removal & Replace Sidewalk (SF) 5,820 5.00 29,100.00
NEW 4' Concrete Sidewalk (SF) 11,510 5.00 57,550.00
Removal/Replace Curb & Gutter (Linear Foot) 8,110 23.00 186,530.00
New 7" Curb and Gutter (LF) 2,000 22.00 44,000.00
Remove and Replace 6" Concrete Driveway (SF) 10,970 6.00 65,820.00
New 6' Concrete Driveway (SF) 1,050 5.50 5,775.00
Remove & Replace ADA Ramps (EA) 20 950.00 19,000.00
New ADA Ramps (EA) 8 950.00 7,600.00
Storm Drain 10' Inlet (EA) 2 2,300.00 4,600.00
Removal & Replace Valley Gutter (SY) 50 78.00 3,900.00
New Valley Gutter (SY) 640 76.00 48,640.00
Crushed Limestone (CY) 100 50.00 5,000.00
Painting House Addresses (EA) 138 20.00 2,760.00
Sod Grass (St. Augustine or Bermuda) (SY) 1,310 5.00 6,550.00
Water Meter Box Adjustment (EA) 24 30.00 720.00
Water Valve Box Adjustment with Concrete Collar (EA) 2 200.00 400.00
Manhole Adjustment with Concrete Collar (EA) 5 350.00 1,750.00
INCLUDES: LABOR, MATERIAL, EQUIPMENT, FUEL, HAUL OFF
EXCLUDES: PERMITS AND BONDS, ASPHALT TIE-INS FOR MOL STREETS, TRAFFIC
CONTROL
E-mail Website
sheila@msuindustries.com www.MSUindustries.com
Certifications: WBE through NCTRCA, SBE,
PAAFP, WOB, & NAWIC
0.00 0.00
0.00 0.00
Subtotal $489,695.00
Sales Tax (0.0%) woo
Total $489,695.00
Legnar Construction, Inc
6407 Lucerne Drive
Fort Worth, TX 76136
(817) 237-0466 / (817) 874-2225
Date: Nov. 13, 2012
Pmj. Name: HMAC Surface Overlay (2012-14) CDBG
Proj. No.: City Project No. 1927
Location: Various Street
Lci No: 12-056
Proposal For:
JLB
Att: Ron Stinson
P. O. Box 24131
Forth, Worth, Texas 76124
Tel: 817 261-2991
Bid List Spec. Section Unit of
Item No. Description of Work No. Measure Bid Quantity Unit Price Bid Value
1 9999.0000 Remove / Replace Sidewalk 02 41 13 SF 5820 $ 5.42 $ 31,544.40
2 3213.0301 4' Concrete S3dewaik 32 13 20 SF 11510 $ 4.50 $ 51,795.00
9999.0000 Remove / Replace Concrete Curb and
3 Gtlter 02 41 15 LF 8110 $ 22.90 $185,719.00
4 3216.0102 7' Qib & Qiter 32 16 13 LF 2000 $ 21.07 $ 42,140.00
9999.0000 6" Remover Repla:e Qnaete
5 Driveway 02 41 13 SF 10970 $ 6.75 $ 74,047.50
6 3213.0401 6' Canaeee Driveways 32 13 20 SF 1050 $ 5.11 $ 5,365.50
9999.0000 Rerrome / Replace eds irg raupo with
staxland AL 4 rarrps ( detectableverning dare
7 tte=face) 02 41 13 EA 20 $ 1,198.80 $ 23,976.00
9999.0300 NaNAD4ramps (with cbtectabie
8 wariagdare-tiesurfaoe) EA 8 $ 1,042.80 $ 8,342.40
3305.0108 NisoeIansots Stricture AcitEhrent
9 (10 Storm Dan Inlet Top) 33 05 14 EA 2 $ 2,640.00 $ 5,280.00
99%.0000 Remove/Replace CaweieValley
10 alter 02 41 15 SY 50 $ 125.00 $ 6,250.00
11 3216.0301 6' Valley attar 32 16 13 SY 640 $ 72.00 $ 46,080.00
16 9999.0000 Parting Hum Addresses EA 138 $ 13.00 $ 1,794.00
3305.0107 Ms:etaneasSnxitireAcltstnert
19 (VNIFter M3terEat) 33 05 14 EA 24 $ 27.50 $ 660.00
TOTAL $ 482.993.80
Note:
1 Unit prices include the Wage Rate No. 'TX 120035 Dated 1/6/12 (TX 35) as Appedlx GC-6.09
of the Contract book. (roughly 10% increase from City Wage Rate Schedule)
2 Contract book posted on Buzzsaw has the City of Fort Worth 2008 Prevailing Wage Rates
3 Price based on No. 4 Rebar for Curb/Gutter
4 Expansion joint have 3 No. 4 Smooth dowel (24")
5 Does not include barricades or portable toilet
6 Sales Tax not included
7 No testing
Page 1 of 4
General Decision Number: TX120035 01/06/2012 TX35
Superseded General Decision Number: TX20100042
State: Texas
Construction Type: Highway
Counties: Archer, Callahan, Clay, Collin, Dallas, Delta,
Denton, Ellis, Grayson, Hunt, Johnson, Jones, Kaufman, Parker,
Rockwall, Tarrant and Wise Counties in Texas.
HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building
structures in rest area projects & railroad construction;
bascule, suspension & spandrel arch bridges designed for
commercial navigation, bridges involving marine construction;
and other major bridges).
Modification Number Publication Date
0 01/06/2012
SUTX2011-007 08/03/2011
Rates
CONCRETE FINISHER (Paving and
Structures) $ 14.12
ELECTRICIAN $ 19.80
FORM BUILDER/FORM SETTER
Paving & Curb $ 13.16
Structures $ 13.84
LABORER
Asphalt Raker $ 12.69
Flagger $ 10.06
Laborer, Common $ 10.72
Laborer, Utility $ 12.32
Pipelayer $ 13.24
Work Zone Barricade
Servicer $ 11.68
POWER EQUIPMENT OPERATOR:
Asphalt Distributor $ 15.32
Asphalt Paving Machine $ 13.99
Broom or Sweeper $ 11.74
Concrete Pavement
Finishing Machine $ 16.05
Concrete Saw $ 14.48
Crane Operator, Lattice
Boom 80 Tons or Less $ 17.27
Crane Operator, Lattice
Boom over 80 Tons $ 20.52
Crane, Hydraulic 80 Tons
or Less $ 18.12
Crawler Tractor $ 14.07
Excavator, 50,000 pounds
Fringes
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Page 2 of 4
or less
Excavator, over 50,000
pounds
Foundation Drill , Truck
Mounted
Foundation Drill, Crawler
Mounted
Front End Loader 3 CY or
Less
Front End Loader, over
Loader/Backhoe
Mechanic
Milling Machine
Motor Grader, Fine Grade
Motor Grader, Rough
Pavement Marking Machine
Reclaimer/Pulverizer
Roller, Asphalt
Roller, Other
Scraper
Small Slipform Machine
Spreader Box
$ 17.19
$ 16.99
$ 21.07
$ 17.99
$ 13.69
3 CY $ 14.72
$ 15.18
$ 17.68
$ 14.32
$ 17.19
$ 16.02
$ 13.63
$ 11.01
$ 13.08
$ 11.51
$ 12.96
$ 15.96
$ 14.73
Servicer $ 14.58
Steel Worker (Reinforcing) $ 16.18
TRUCK DRIVER
Lowboy -Float $ 16.24
Off Road Hauler $ 12.25
Single Axle $ 12.31
Single or Tandem Axle Dump
Truck $ 12.62
Tandem Axle Tractor with
Semi Trailer $ 12.86
Transit -Mix $ 14.14
WELDER $ 14.84
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of "identifiers" that indicate whether the particular
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Page 3 of 4
rate is union or non -union.
Union Identifiers
An identifier enclosed in dotted lines beginning with
characters other than "SU" denotes that the union
classification and rate have found to be prevailing for that
classification. Example: PLUM0198-005 07/01/2011. The
first four letters , PLUM, indicate the international union and
the four -digit number, 0198, that follows indicates the local
union number or district council number where applicable ,
i.e., Plumbers Local 0198. The next number, 005 in the
example, is an internal number used in processing the wage
determination. The date, 07/01/2011, following these
characters is the effective date of the most current
negotiated rate/collective bargaining agreement which would be
July 1, 2011 in the above example.
Union prevailing wage rates will be updated to reflect any
changes in the collective bargaining agreements governing the
rate.
Non -Union Identifiers
Classifications listed under an "SU" identifier were derived
from survey data by computing average rates and are not union
rates; however, the data used in computing these rates may
include both union and non -union data. Example: SULA2004-007
5/13/2010. SU indicates the rates are not union rates, LA
indicates the State of Louisiana; 2004 is the year of the
survey; and 007 is an internal number used in producing the
wage determination. A 1993 or later date, 5/13/2010, indicates
the classifications and rates under that identifier were issued
as a General Wage Determination on that date.
Survey wage rates will remain in effect and will not change
until a new survey is conducted.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for. the
Davis -Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
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Page 4 of 4
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board), Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final,
END OF GENERAL DECISION
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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 from the
day of completing "flat -work" on any street; if the contractor fails to complete the Wedge Milling /
Surface Milling within the 10 days, a $100 dollars liquidated damage will be assessed per block per
day.
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 (2012-14)
01927
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 12 16 - Asphalt Paving: Within five (5) working days from the day of completing the pavement
pulverization process, Portland Cement shall be applied to the pulverized material. The contractor
shall complete micro -cracking, priming and overlaying of the modified street within five (5) working
days from modification. Failure to complete this work within the specified time, $100 liquidated
damage will be assesses per day per block.
For Bidlist Items:
No. 1. — Remove / Replace Sidewalk — refer to Buzzsaw technical Specification Section No. 02 41 13
and 32 13 20.
No. 3. — Remove / Replace Concrete Curb and Gutter — refer to Buzzsaw technical Specification No.
02 41 15 and 32 16 13.
No. 5. — Remove / Replace Concrete Driveway — refer to Buzzsaw technical Specification No.02 41
13 and 32 13 20.
No. 7. — Remove / Replace Existing Ramps — refer to Buzzsaw technical Specification No. 02 41 13
and 32 13 20, and
No. 10. — Remove / Replace Concrete Valley Gutter — refer to Buzzsaw technical Specification No.
02 41 15 and 32 16 13.
HMAC SURFACE OVERLAY (2012-14)
01927
Page 1 of 3
Item No. 24:
ROADBOND EN 1 SOIL STABILIZER
Description. Mix and compact Roadbond EN 1 add -mixture (or approved equal), cement, water, and
subgrade or base (with or without asphalt concrete pavement) in the roadway.
Roadbond EN 1 or approved equal is applied to subgrade or base (with or without asphalt concrete
pavement) soils in the roadway for reduction of permeability, moisture susceptibility to improve
strength and stiffness. When applied as an add -mixture with cement, it will enhance the effectiveness
of the cement in order to reduce the amount of cement required to achieve a target strength and to
significantly reduce the amount of reflective and block cracking that is commonly associated with
cement treated material.
Hydraulic Cement. Type I, IP, or II cement that meets the requirements of DMS-4600,
"HydraulicCement," at an application rate of 1.5%.
Water. Furnish water free of industrial waste and other objectionable material.
Mix Design. The Engineer will designate a cement/add-mixture (Roadbond EN 1 or approved equal)
content that will produce a stabilized mixture that meets the strength requirement shown on the plans.
The Engineer will determine the compressive strength of the proposed materials in accordance with
Tex-120-E, Part I. The mix will not include more than 50% asphalt concrete. For bidding purposes,
an 8" Depth Cement Treated Base requires 0.0075 GA/SY or 128SY/GA For additional information
contact: Steve Merritt, Roadbond Service Company, 817-223-0354 or 254-835-4507,
info a,roadbondsoil.com.
Roadbond EN 1 or approved equal shall be delivered, stored and handled in closed, weatherproof
containers until immediate distribution on the road. Materials must be stored in covered storage that
is well ventilated with adequate protection from theft, flooding or damage. If storage bins are used,
they are to be completely enclosed. Insure that the manufacturer's safe handling and mixing
instructions are followed without exception.
Application of Roadbond EN 1/Cement. Uniformly place cement dry or as a slurry. Uniformly
distribute Roadbond EN 1 diluted with water at the rate of 200 gallons of water to 1 gallon of
concentrated product with the water truck. Apply Roadbond EN 1/cement only on an area where the
mixing, compacting, and finishing operations can be completed during the same working day. Do not
start the Roadbond EN 1 add-mixture/cement treatment operation unless the air temperature is at
least 35°F and rising, or is at least 40°F. The temperature will be taken in the shade and away from
artificial heat. Do not apply Roadbond EN 1/cement when, in the opinion of the Engineer, weather
conditions are unsuitable.
Dry Placing. Before applying cement, sprinkle the prepared roadway with diluted add -mixture
(Roadbond EN 1 or approved equal) until the desired quantity of diluted add -mixture (Roadbond EN
1 or approved equal) is evenly distributed over the area to be treated. If necessary, continue to
sprinkle the treated area with water until optimum moisture content is attained. Distribute the
HMAC SURFACE OVERLAY (2012-14)
01927
Page 2 of 3
required quantity of dry cement with approved equipment, at a uniform rate. Minimize scattering of
cement by wind. Do not apply cement when wind conditions, in the opinion of the Engineer, cause
blowing cement to become dangerous to traffic or objectionable to adjacent property owners.
Slurry Placing. Sprinkle the prepared roadway with diluted add -mixture (Roadbond EN 1 or
approved equal) uniformly by making successive passes over a measured section of the roadway
until the desired quantity of diluted add -mixture (Roadbond EN 1 or approved equal) is evenly
distributed over the area to be treated. Mix the required quantity of cement with water, adjusting the
amount of water in order to account for the moisture placed on the roadway with the add -mixture
Roadbond EN 1 or approved equal) as it relates to optimum moisture, as approved. Produce slurry
free of objectionable materials and with a consistency that can be easily applied. Agitate the slurry
continuously. Apply slurry within 2 hours of adding water and not longer than 30 minutes after
placement of the add -mixture (Roadbond EN 1 or approved equal), and when the roadway is at a
moisture content drier than optimum. Dispense and spread slurry uniformly by making successive
passes over a measured section of the roadway at the rate directed until the required cement content
is attained.
Mixing. Thoroughly mix the material, add -mixture (Roadbond EN 1 or approved equal) and cement
using approved equipment. Mix until a homogeneous mixture is obtained. Sprinkle the treated
materials during the mixing operation, as directed, to maintain optimum mixing moisture. Spread and
shape the completed mixture in a uniform layer.
The Engineer will obtain a sample of the material at roadway moisture and remove all non -slaking
aggregates retained on a 3/4-in. sieve. The remainder of the mixture must meet the pulverization
requirements of Table 1 when tested in accordance with Tex-101-E, Part III. When shown on the
plans or approved by the engineer, the pulverization requirement may be waived when the material
contains a substantial amount of aggregate.
Compaction. Compact the mixture in one lift using ordinary compaction or density control, as
shown on the plans. Complete compaction within 2 hours after the application of the add -mixture
Roadbond EN 1 or approved equal/cement.
Sprinkle the treated material in accordance with Item 204, "Sprinkling." Adjust the moisture content
of the mixture during compaction so that it is within 2.0 percentage points of optimum as determined
by Test Method Tex-120-E, Part II. Determine the moisture content of the mixture at the beginning
and during compaction in accordance with Tex-103-E. Adjust operations if required.
Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive
trips by at least one-half the width of the roller unit. On super -elevated curves, begin rolling at the
low side and progress toward the high side. Offset alternate trips of the roller. Operate rollers at a
speed between 2 and 6 miles per hour, as directed.
Ordinary Compaction. Roll with approved compaction equipment, as directed. Correct
irregularities, depressions, and weak spots immediately by scarifying the areas affected, adding or
removing treated material as required, reshaping, and re -compacting.
HMAC SURFACE OVERLAY (2012-14)
01927
Page 3 of 3
Density Control. Compact to meet at least 95% of optimum density as determined in accordance
with Tex-120-E, Part II. The Engineer will determine roadway density in accordance with Test
Method Tex-115-E and will verify strength in accordance with Tex-120-E, Part II. Remove and
replace material that does not meet density requirements. Compact and test replacement material in
accordance with density control methods.
The Engineer may accept the section if no more than 1 of the 5 most recent density tests is below the
specified density and the failing test is no more than 3 lb. per cubic foot below the specified density.
Finishing. Immediately after completing compaction, clip, skin, or tight -blade the surface of the add -
mixture (Roadbond EN 1 or approved equal)/cement treated material with a maintainer or subgrade
trimmer to a depth of approximately 1/4 in. Remove loosened material and dispose of at an approved
location. Roll the clipped surface immediately with a pneumatic tire roller until a smooth surface is
attained. Add small increments of water as needed during rolling. Shape and maintain the course and
surface in conformity with the typical sections, lines and grades shown on the plans or as directed. In
areas where surfacing is to be placed, trim grade deviations greater than 1/4 in. in cross section and
1/4 in. in 16 ft. measured longitudinally for the entire width of the cross-section. Remove excess
material, reshape, and roll with a pneumatic tire roller. If material is more than 1/4 in. low, correct as
directed. Do not surface patch.
Curing. Maintain the moisture content of the finished section at no lower than 2 percentage points
below optimum by sprinkling or by applying an asphalt material at the rate of 0.05 to 0.20 gallons
per square yard as directed, until a subsequent course or pavement is placed or as otherwise directed.
Do not allow equipment on the finished course except as required to complete curing, unless
otherwise approved. At least 3 days of curing are required before opening the finished section to
traffic, unless otherwise shown on the plans or directed
Payment and Measurment. Roadbond EN 1 or approved equal will be paid for at the unit price
bid per gallon. This pricing shall be full compensation for furnishing all the liquid stabilizer
products, finishing, mixing, equipment, curing, hauling, disposal, and all incidentals to this item.
HMAC SURFACE OVERLAY (2012-14)
01927
PROJECT DESIGNATION SIGN
4'-0"
W�iIIWiYdIV IYuli�IluuuYlld,r,mYrYIWiIIViPW'iiuVll�ilil,Vllioi,�, ��iiiV'�VuW�WYIVu �InuuWiYVYWWWWIYVWVVNIW'II,,YlululdYlduldl�tdhl�IViIhWW'IVWV�YI���IWIY,Wyd,�uYVl,iiidliliWlildnYliViu�I,WIUII�IIIJWWuI, ��I �uiViu�uliYlsliuh� V'W,
bRTWOI1iI_itu
6 i"
1 3"
3" 1 Project ,,,
4,_0" 3" 1 2NDLINE --1 „
w.cs..m„ 3
i ' i Contractor:
"=Contractor's Name__
1"= Scheduled Completion Date 27, 3„
Year
1"
FONTS:
FORT WORTH LOGO = CHELTINGHAM BOLD
ALL OTHER LETTERING = ARIAL BOLD
LOGO COLORS:
FORT WORTH - PMS 288
LONGHORN LOGO - PMS 187
LETTERING - PMS 288
BACKGROUND - WHITE
BORDER - BLUE
Protect Sqn NI 91292006 2 48 05 PM
5"
PROJECT DESIGNATION SIGN
CITY OF FORT NORTH-CONSTRUCTION
S'ANOARO
Dit.,«K vo
;OAT
oa 9-10— .,,,..
Project Name: HMAC Surface Overlay
DOE Project Number:
Mapsco Location:
)
Street Maintenance Work Notice
As part of the City of Fort Worth's Street Maintenance Program,
has been contracted to repair your street. During the maintenance work, there will 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 , Monday -
Friday between 7:30 a.m. and 4:30 p.m.
After 4:30 p.m. and on weekends, call (817) 392-8100.
Block
Limits
1100 to 1200
Street
Name
Brown Street
Project
Limits
Expected Construction Dates
Weather Permitting
Yates Avenue to Keller Springs Parkway From 6-20-06 to 7-4-06
Nombre del Proyecto: HMAC Surface Overlay
Numero del Proyecto DOE:
Ubicacibn Mapsco:
)
Notificaci®n de Mantenimiento de la Calle
Como parte del Programa de Mantenimiento de las Calles de la Ciudad de Fort Worth,
ha sido contratado para reparar su calle. Durante este
trabajo de mantenimiento, habrl un tiempo breve en que no tenga acceso a su hogar o
negocio. En los dlas especificados abajo, vehlculos no deben estacionarse el la calle.
Tambion, por favor apague su sistema de regar el cusped cerca de la calle.
Si tiene alguna pregunta o concieme, por favor (lame al contratista al
SI no resuelve su concierne a su satisfaccibn, puede tambion Ilamar a la Vickie de
Inspeccibn de la Ciudad de Fort Worth al , de lunes a
viernes entre las 7:30 a.m. y 4:30 p.m.
Despues de las 4:30 p.m. o en los fines de semana Ilame al (817) 392-8100.
Limites
D• Sloaue•
1100 a 1200
Nombre Limits*
de Calle Qe Proyecto
Brown Street
Fechas de Construccibn
Permitlendo ei Estado de Thum
Yates Avenue a Keller Springs Parkway De 8-20-06 a 7-4 08
NOTES O
T DESIGNER:
1. DETAIL DEFINES PAY UMITS OF HMAC TRANSITION SUBSIDIARY TO THE CONCRETE VALLEY GUTTER CONSTRUCTION.
EXPANSION
JOINTS
PER / A 1
\32 13 13-D513
TRANSITION HMAC
TR
PER SECTION
32 12 18
/,,,,,
A --01-1 /
COMPACTED
SUBGRADE
(SEE NOTE 2)
J
..-9"-...
SEE
NOTE 4
#4 BARS 0
18" O.C.B.W.
/ 24" HMAC
TRANSITION
/PER SECTION
32 12 16
0
PLAN VIEW
EXPANSION
JOINTS
PER
32 13 13-0513
SEE NOTE 4
INTERSECTING VALLEY
1' MAX OR AS DIRECTED BY
THE ENGINEER
8.-0" MIN.
(RESIDENTIAL STREETS)
SECTION A -A
..._9"-..
SEE
NOTE 4
hill l�ulllplllll ill 111,
NOTES.
1. THE 7" REINFORCED CONCRETE VALLEY SHALL REPLACE THE TOP 7" OF THE PAVEMENT WITH THE REMAINING
PORTION OF PAVEMENT TO BE CONSTRUCTED INCLUDING SUBGRADE TREATMENT, IN ACCORDANCE WITH THE TYPICAL
PAVING SECTION.
2. 8" FLEX BASE, TYPE A, GR-1 OR MATCH THE PREPARED SUBGRADE REQUIREMENTS FOR THE PAVEMENT SECTION.
TYPE D OR TYPE B ASPHALT OR PREPARED SUBGRADE MAY BE USED.
3. PAY OMITS FROM EXPANSION JOINT TO EXPANSION JOINT.
4. 9" AND 24" HMAC TRANSITION SUBSIDIARY TO CONCRETE VALLEY GUTTER. CITY MAY APPROVE ADDITIONAL HMAC
TRANSITION BEYOND THESE UMTS UNDER SEPARATE PAY ITEM FOR HMAC TRANSITION PER SECTION 32 12 16.
5. GUTTER TO BE SHAPED TO CONFORM WITH CONCRETE VALLEY (OR PAVEMENT).
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
CONCRETE VALLEY GUTTER
32 16 13-D530
LANDING
l00000000000'
,00000000000
:00000000000
•00000000000
,00000000000
DETAIL "A"
TYPICAL PLACEMENT OF DETECTABLE FACE OF CURB
WARNING SURFACE ON SLOPING RAMP RUN_
DETECTABLE
WARNING SURFACE
DETECTABLE WARNING PAVERS
WITH TRUNCATED DOMES
1" MORTAR BED
COMPACTED
SUBGRADE
#4 REBAR AT 18" O.C.
(MAX.) BOTH WAYS
PREFABRICATED DETECTABLE WARNING
PANEL WITH TRUNCATED DOMES
#4 REBAR AT 18" O.C.
(MAX.) BOTH WAYS
I-1C rf ! I _� •
MINIMUM 5I DEPTH
(EXCLUSIVE OF DETECTABLE
WARNING MATERIAL)
CLASS A CONCRETE (SHALL CONFORM
TO SECTION 03 30 00 OF THE STANDARD
CONSTRUCTION SPECIFICATIONS)
SECTION VIEW
ORT WORT
SIDEWALK
RAMP
LANDING
L z
Q
O.aICLw
0°.
'44-00000000000`
Z_ l�00000000000�
N A00000000000^,
•00000000000j
000000000001
I 1
RAMP
SIDEWALK
DETECTABLE
WARNING SURFACE FACE OF CURB
DETAIL "B"
TYPICAL PLACEMENT OF DETECTABLE.
WARNING SURFACE ON LANDING AT STREET EDGE
NOTES:
1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS
OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 705 OF THE 2012 TEXAS
ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH
ADJACENT WALKING SURFACES, INCLUDING SIDE FLARES. FURNISH AND INSTALL AN
APPROVED DARK BROWN OR DARK RED DETECTABLE WARNING SURFACE ADJACENT
TO UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS.
2. DETECTABLE WARNING SURFACES MUST BE SUP RESISTANT AND NOT ALLOW
WATER TO ACCUMULATE.
3. ALIGN THE ROWS OF TRUNCATED DOMES TO BE PERPENDICULAR TO THE GRADE
BREAK BETWEEN THE RAMP RUN AND THE STREET.
4. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN DEPTH IN THE
DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE FULL WIDTH OF THE CURB
RAMP OR LANDING WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.
5. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE EDGE NEAREST
THE CURB LINE IS AT THE EXTENSION OF THE BACK OF CURB. DETECTABLE
WARNING SURFACES MAY BE CURVED ALONG A CORNER RADIUS.
6. FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF
ASTM C-936. LAY IN A TWO BY TWO UNIT BASKET WAVE PATTERN OR AS
DIRECTED BY ENGINEER.
7. LAY FULL—SIZE UNIT FIRST FOLLOWED BY CLOSURE UNITS CONSISTING OF AT
LEAST 25 PERCENT OF A FULL UNIT. CUT DETECTABLE WARNING PAVER UNITS
USING A POWER SAW. DETAILS ARE PROVIDED HEREIN FOR THE PLACEMENT OF
PAVERS. FOR OTHER MATERIALS, REFER TO THE MANUFACTURER'S PRODUCT
MANUAL FOR PROPER INSTALLATION.
8. THE FOLLOWING IS AN APPROVED LIST OF CAST —IN —PLACE DETECTABLE WARNING
MATERIALS AND THEIR MANUFACTURERS:
8.1. ARMOR TILE (VITRIFIED POLYMER COMPOSITE) BY ENGINEERED PLASTICS, INC.,
WILLIAMSVILLE, NY.
8.2. TACTILE PAVERS (FIRED CLAY PAVERS) BY PINE HALL BRICK; WINSTON—SALEM,
NC.
8.3. DETECTABLE WARNING PAVER (FIRED CLAY PAVERS) BY WESTERN BRICK CO.,
HOUSTON, TX.
9. THE ABOVE LIST OF DETECTABLE WARNING MATERIALS OR THEIR APPROVED EQUAL
SHALL BE USED AS THE DETECTABLE WARNING SURFACE ON CURB RAMPS AS
SHOWN IN THE STANDARD DETAILS.
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
•
DETECTABLE WARNING SURFACE
32 13 20-D545
NOTES 10 DESCNElt
1. PLL 94 BLANKS AND/ OR VERIFY ALL TEXT IN BWE
2. SET GRADES TO CONVEY STORMWATER WHIN R.O.W. OR EASEXIENTS.
3. REVSE DETAIL AS NECESSARY 70 MA100 ACTIAL ROADWAY DESIGN.
4. MODIFY DETAIL TO MEET SPEOFIC CONDITICRS.
PROPOSED ASPHALT
PAVING PER TIPICAL
SECTOR
111=T:111=11'1
STABIUZED SUEKRADE
PER PAVING TYPICAL
SECTION
'e-r-m=---ITT-u=111E-1-11
6"
1.-4 Jr
,
#4 BARS
NEW CONSTRUCTION
6"
3.
rTAMPED TOPSOIL
PER SECTC/4
32 SD 19
0 0 0 /
/,0,
// //.
12
COMPACTED ACCEPTAFLE
NATIVE BACKFLL PER
MOON 31 24 00
MINPAUM EXCAVATOR
OUTLINE FOR STREET
CONSTRUCTION
x 24. SMOOTH
DOWEL
TOP OF CURB -\
TOP OF PAVEMENT
PROPOSED
SUBCRADE
PER TYPICAL
ROADWAY
SECTION
1r
9' MAC
TRANSTION
PER 32 12 16
gr 44541 Ft
AsPHr3ALEN)T
a
I 1-7--EI I 1=1.1 IL4I
COSTNC SUBGRADE
EXPANSION JONI, FORMED GROOVE
ROUNDED TO Jr RADIUS MTH r
PREMOLDED °PARSON JOINT AND
SUCONE LINT SEALANT
15 sm.
BAR STOP
SEAL WITH
JCINT FIlLER-A
DONEL SLEEVE OR 0.1?
TO FIT DOWEL AND BE
SECURED
CURB AND GUTTER EXPANSION JOINT
6"
2,43-
SEE NOTE 1
r-4
EXISTING STREET
OPOSED
SUBGRADE
PER TYPICAL
ROADWAY
SECTOR
1. 200 LP MAXIMUM SPACNG BETWEEN CURB
AND GUTTER EXPANSON JOINTS.
KIEL
1. MINIMUM MOTH IS
MATCH DOSTING MOTH UP TO 2*-6
9.
TAMPED TOPSOIL
PER SELMER
32 91 19
- •:19) '• •
71114111" 1=1 LLLii
FORT WORTH CITY OF FORT WORTH, TEXAS
STANDARD CURB AND GUTTER
r 13.
COPACTED ACCEPTABLE
NATIVE BAOCRU. PER
SECTION 31 24 00
MINDAM EXCAVATION
OUTUNE FOR SIKttI
CONSTRUCTION
REVISED: 08-31-2012
32 16 13-D534
s NOTES TO DESIGNER:
1. FILL IN BLANKS AND/ OR VERIFY ALL TEXT IN BLUE.
2. SPECIFY CURB HEIGHT TO MATCH EXISTING CONDITION.
PROPOSED PAVEMENT PER
TYPICAL ROADWAY SECTION
OR PAVEMENT REPAIR DETAIL
GRADE PER
>YP SECTION
PROPOSED SIEEL PER
TYPICAL ROADWAY
SECTION
NOTES:
1. CITY APPROVAL REQUIRED FOR USE OF CURB MULE
WITH DIMENSIONS THAT VARY FROM DETAIL
2. MATCH STREET SAWED JOINTS FOR SAWED JOINTS IN
CURB.
SEE NOTE 1
76"—
1
'AUZ
�OJ!
ili1�111 IIHlljll—Ili:
1I-
f— 6-
PROPOSED SUBGRADE
PER TYPICAL ROADWAY
SECTION OR PAVEMENT
REPAIR DETAIL
III —III/ II
11
1=1II ,III;III;,I
— 12'
TAMPED TOPSOIL
PER SECTION
32 91 19
COMPACTED ACCEPTABLE
NATIVE BACKFILL PER
SECTION 31 24 00
CITY OF FORT WORTH, TEXAS
MINIMUM EXCAVATION
OUTLINE FOR STREET
CONSTRUCTION
STANDARD MONOLITHIC CURB
• REVISED: 08-31-2012
3213 13-D525
NOTES TO DESIONERL
1. FEL W BUNKS AND/ co wary AIL TEXT W BLLE
L SET GRADES TO CONVEY STORMWAIER WTNN RO.W. OR EASEMENTS.
Y REVISE DETM. AS NECESSARY TO MATCH ACTUAL ROADWAY DESIGN.
4. MODIFY DUNE TO MEET SPECIFIC CONOTDNS.
0. WNMT JOINT SPACING SANE AS SIDEWALK 107TH.
X' STANDARD
SIDEWALK
I 1 �
PIPADINO�I I g i
1 i
STD. CURB
k GUTTER
i
CONSTRUCTION JOINT
PER 32 13 13-D311
C R 32 13 13-0312
WE NOTE 1
jyUVEWAY NOTTS.
1. INSTALL EXPANSION ANT SEE DETAIL - THIS SHEET) WHERE
DRIVEWAY CONNECTS TO SIDEWALK. PUCE EXPANSION .ANT FCR
CONNECTION TO EXIST DRIVE AT BACK Of SDEWAUC IF DRIVE
CONSTRUCTION EXTENDS BEYOND ROW, PLACE MAMMON JOINT AT
BACK a SIDEWALK THEN MACE CONSTRUCTION JOINT PER
32 13 13-0612 AT CONNECTION WIN EXISTING DRIVE.
2. DUMMY JOINT W DRIVEWAY RAMPS OPTIONAL IN 1t'-17 DRIVEWAY
ONLY. DUMMY .0047(5) N DNVE REORRCD TO CORRESPOND WITH
.0NT(S) W PAVIN0.
J. SIDEWALK SECTION TUTU OR6VEWAY TO BE POURED SAME THICKNESS
AS DRIKNAY APPROACH, AND PAD FOR AS DRIVEWAY APPROACH.
EXISTING SIDEWALK. R' ANY. SHALL BE REMOVED AND REPLACED.
♦ PROWOE B- HMAC TRANSITION FOR OPoKWAY TIE INTO EXISTING
ASPHALT PAVEMENT. HMAC TRANSITION SUBSIDIARY TO DRIVE
CONSTRUCTION. HMAC 1RANSTION REWIRE) BEYOND B• HMAC
TRANSITION PAID PEA TON PER SECTION 32 12 16.
6. TIC GRADE BREAK AT THE CUTTER UNE MO AT ANY POINT WTMN
t0 FEET OF GUTTER LINE MUST NOT EXCEED 12 PERCENT.
5. ALL CONCRETE SHALL BE CLASS -A• PER SECTION 32 13 20.
SEE
NOTE 4
SIDEWALK
au 56 MA)
17-7 FOR SINGLE DRY.
18'-0. FOR DOUBLE D1EY.
SEE NOTE 1
T
DRIVE W/ /3
BARS • 16' I
0.C.B.W. T
PJOI�PER MY I
/ 32 13 13-616
SEE
NOTE 2
A
10-). MIN. SINGLE OWY.
17-7 MR1. DOUBLE DRY.
20'-7 Mel SMILE OW..
27-7 11E4 DOME DRY.
PLAN VIEW
DRIVEWAY PAY LWRT
PARKWAY NWT'
SEE NOTE 3
SAWED DUMMY JOINT
PER 32 13 13-611
REINFORCE B• DRIVE
W/ RIMS • 1r
� • W.
=WAGED
RUDMAN E 32 133 S 20
SECTION A -A
SAMAte•
1r 0.0.11.11.
-&0.
CONSTRUCTION JOINT
OR 3232 13 3-0312
//i-
OR 51 t1 13-0612
L'+
1-24- BLOCNOUT FROM
BACK OF CURS FGR
DRIVEWAY APPROACH
SEE NOTE 4
-rSEE
NOTE 4
PROPOSED ASPHALT
PAVING PER 11PICAL
ROADWAY SECTION
CONSTRUCTION JOINT
PER 32 13 13-D511
SEE NOTE 4 OR 32 13 13-0612
STADIU22D SASRAOE
PER PAVING TYPICAL
02p .C.B.N' BARS • tr
D
r
EXPANSION JOINT. FORMED GROOVE
ROUNDED TO )I RA0015 1M111
411CONE JOINT SEATER AND
REDWOOD EXP. JOINT FEEDI
PER 32 13 13-0617
/ 1X• MIN. CLEARANCE
µ X 24• SMOOTH
DOWEL • 1r 0.C.
COMPACTED
IRJBGRADE
CTICN 32P13 20
17
DOWEL. COATING
W/ CREASE
DRIVEWAY EXPANSION JOINT
µ X 2G• SMOOTH
DOWEL • 17 0.C.
INTO EXISTING
►AKMOCT
CAP 10SLEEVE OR
FIT DOWSE
AND BE SECURED
BAR STOP
--EXPANSION JOINT WTHOUT
OOWLL SLJPPOR BASKET
MI 32 13 /3-D517
1)L• MW
CLEARANCE
2. MIN.
r
p BARS B is -
PROPOSED DRIVE
COMPACTED
6UBGRADE PER
SECTION 32 13 20
BAR
DOWEL SLEEK OR CAP
TO FIT DOWEL AND BE
SECURED
DRIVEWAY EXPANSION CONSTRUCTION JOINT
(BETWEEN EXIST & PROP )
CITY OF FORT WORTH, TEXAS
CONCRETE RESIDENTIAL DRIVEWAY
APPROACH WITH RADIUS
- ASPHALT PAVING
REVISED: 08-31-2012
3216 13-D528
LIFTING BOX
PLAN VIEW - FRAME AND COVER
PLAN VIEW - GRADE RINGS
HINGED COVER
PROFILE VIEW - COVER
OPENING
rRAME WIDTH
PROFILE VIEW - FRAME
CONCRETE COLLAR AS
REQUIRED PER MANHOLE
UD ASSEMBLY DETAILS
COLLAR SHALL EXTEND
AT LEAST 3" MIN.
BELOW MANHOLE TOP
OUTSIDE DIAMETER SHALL BE
GREATER THAN OR EQUAL TO
OUTSIDE DIAMETER OF FRAME
AND LESS THAN OR EQUAL TO
OUTSIDE DIAMETER OF
MANHOLE CONE OR TOP
INSIDE DIAMETER SHALL BE
EQUAL TO INSIDE DIAMETER
OF FRAME
NOTES:
1. PROVIDE HINGED FRAME AND COVER
WHERE INDICATED IN THE DRAWINGS
AND ON DETAILS.
2. UDS SHALL BE INTEGRALLY MARKED
INDICATING "WATER", "SANITARY
SEWER', OR "STORM DRAIN" AS
DESIGNATED ALONG WITH FORT WORTH
LOGO PER SECTION 33 05 13.
3. ALL HINGED FRAMES AND COVERS
SHALL REQUIRE A WATER -TIGHT
GASKET.
4. FOR WATER AND SANITARY SEWER,
ALL TYPES OF FRAMES SHALL ALLOW
MINIMUM 30-INCH OPENING, UNLESS
OTHERWISE SPECIFIED IN THE
DRAWINGS.
5. FOR STORM DRAIN ALL TYPES OF
FRAMES SHALL ALLOW MINIMUM
24-INCH OPENING PER SECTION 33 05
13, UNLESS OTHERWISE SPECIFIED IN
THE DRAWINGS.
IF UD IS IN PAVEMENT,
ORIENT HINGE TOWARD
ONCOMING TRAFFIC
FRAME
MAX.
COVER
MAXIMUM OF 3
GRADE RINGS
ALLOWED
IN TRAFFIC AREAS GRADE
RINGS SHALL BE CONCRETE,
OTHERWISE HDPE WILL ALSO
BE PERMITTED
MANHOLE OR VAULT
PER DRAWINGS
r RAM-NEK OR
/ EQUIVALENT (TYP.)
CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012
WATER -TIGHT HINGED MANHOLE FRAME,
COVER AND GRADE RINGS 33 05 13-D008
EXISTING HMAC
PAVEMENT
4,,,v)„
);-
Ifigt
c1.,\
_,, . ,:..,,,.-.„,•.
UNDISTURBED ,/,,,,,"•,°.` 4
SUBGRADE
% .::+`
EXISTING TREATED /':
SUBGRADE •N‘
2' MIN.
(TYP.)
ACCEPTABLE BACKFILL
OR AS REQUIRED BY
DRAWINGS PER SECTION
33 05 10
CONCRETE
COLLAR
'17
PLAN VIEW
PROPOSED HMAC
PAVEMENT REPAIR
FRAME AND COVER AS
INDICATED IN THE DRAWINGS
• :IV",`,1.1;-‘;
GROUT FACE
12" MAX. SMOOTH (TYP.)
2 ROWS RAM-NEKJ.
VARIES OR EQUIVALENT
18"-27" (TYP.)
SECTION VIEW
EXISTING HMAC
PAVEMENT
PAVEMENT REPAIR PER
ASPHALT PAVEMENT
TRENCH REPAIR DETAILS
AS INDICATED IN THE
DRAWINGS
MANHOLE OR VAULT
'',"\ PER DRAWINGS
NOTES:
1. THIS DETAIL TO BE USED ONLY WHERE
SPECIFIED ON THE DRAWINGS IN
COMBINATION WITH PROPOSED MANHOLE
OR VAULT IN THE SAME LOCATION.
2. IF GRADE RINGS ARE USED, THEY SHALL
BE NO LESS THAN 2" TFIICK, AND SHALL
NOT EXCEED 12" IN TOTAL HEIGHT. NO
MORE THAN 3 TOTAL GRADE RINGS.
SHALL BE ALLOWED,
3. MEASUREMENTS ARE TYPICAL FOR ALL
SIDES OF MANHOLE/VAULT UD
ASSEMBLY.
bRTWORTII
CITY OF FORT WORTH, TEXAS
MANHOLE LID ASSEMBLY - EXISTING HMAC
PAVEMENT (FLAT TOP)
REVISED: 08-31-2012
33 05 13-D011
TYPE A
Ramp Unite
or Parnint
97
i
• ., ••. `,_,,
6.4
- DETECTABLE
WARNING SURFACE
PERPENDICULAR CURB RAMP
WITH SIDE FLARES NOT ADJACENT TO WALK SURFACE
l TYPE B I
Ramp Units
of Payment --
4'x4'
LANDING
en
SAV.ICUT ' D
CROSSWALK
PLACE EXPANSION JOINT
AT BACK OF CURB LINE --- --
OR AT SIDEWALK UNE
AVEMENT
CURB !L
GUTTER RAMP
SLOPE 1":12"
[ TYPE G
8.3%
Planting or other
non -walking surface
M dropoff Is not
protected
4' MA"' 4.
13ha!,d
Curb Ramp
2' min. run at 8.3%
WITH DETECTABLE
WARNING SURFACE
COMBINATION CURB RAMPS
[-TYPE F
4'x4'
LANDING
.•?T 3' SAND
SECTION D-D
REINFORCEMENT (TYPICAL RAMP SECTION)
AS IN ADJACENT
CURB AND GUTTER
RAMP SLOPE
1 "/FT.
•
V•CUT
LINE
e' MIN CURB
1 RAMP WIDTH
4' MIN.
. I�
wi.Nsx,� ..I
SECTION E-E 3" SAND
LINE
EXISTING _
PAVEMENT
CONTRACTION
- JOINT (TYP.)
SECTION F-F
PERPENDICULLAR CURB RAMP (RETURNED CURB)
i TYPE C I
:•'$
Ramp Units
of Payment --
4' Ramp
Width
Lrl• Sidewalk .
4'x4'
Min Landing
CROSSWALK
DETECTABLE
WARNING SURFACE
Maneuvering
Space 4'x4'
2' rNn. curb return
aligned with crosswalk
NOTE: USE ONLY ON RESIDENTIAL TYPE STREETS
DIAGONAL CURB RAMP (RETURNED CURB)
Perpendicular to the Tangent of the Curb
Radius and Contained In Crosswalk
Ramp Units
\ of Payment
FLARES AT
SIDEWALKS SLOPE
1":12" MAX. (TYPICAL).
PMnUngorother non- --
waiMrg surface If dropoff
Is not protected
Rang 4'mkh x 4' Side ,
rI Shared Flare >,
7\,
DETECTABLE
WARNING SURFACE
\ Ramp Limits
of Payment
COMBINATION CURB RAMPS
USED ONLY wICITY APPROVAL
TYPE E I• t; ;
-•1
Ramp Units
of Payment ,
8.3%1
01
('CROSSWALK
I TYPED I
Ramp Units
of Payment
4' Ramp
Width
ftrA
SidewsW
CROSSWALK
NOTE: USE ONLY ON RESIDENTIALTYPE STREETS
DIAGONAL CURB RAMP (FLARED SIDES)
CROSSWALK
NOTE:
DETECTABLE
WARNING SURFACE
TYPICAL SYMBOL CI
ALL RAMPS/LANDINGS.
DETECTABLE WARNINGS
GENERAL NOTES FOR DETECTABLE WARNINGS
ON SIDEWALK RAMPS (CURB RAMPS)
1. Curb ramps must contain a detectable warning surface that consists of raised truncated domes complying with
Section 4.20 of the Texas Accessibility Standards (TAS). The surface must contrast visually with adjoining
surfaces, Including side flares: Fumish dark brown or dark red detectable warning surface adjacent to
uncolored concrete, unless specified elsewhere In the plans.
2. Detectable warning surfaces must be slip resistant and not allow water to accumulate.
3. Align truncated domes in the direction of pedestrian travel when entering the street
4. Shaded areas indicate the approximate location for the detectable waming surface for each curb ramp type.
5. Detectable warning surlaoes shall be a minimum.of 24" in depth in the direction of pedestrian travel, and
extend the full width of the curb ramp or landing where the pedestrian access route enters the street
lLendingl
Detectable waming
surface (Domes to
/ run parallel to
/ `\pedestrian travel)
tilt IfIifif/III ',.r- side bare
/ (TYWce4
ee eeeo
I 1- -... J.
. - _:__
Typical placement of detectable \ 8" min
warning surface on sloping - 8" max Face of
ramp ram. DETAIL "A" curb
6. Detectable warning surfaces shall be located so that the edge nearest the curb line is a minimum of 6" and a Denotes darting
maximum of 8" from the extension of the Moe of curb. Detectable warning surfaces may be curved along the caner radius. iaDe,, ,, Detectable
7. The following is an approved list of Cast-in-Plaoe Detectable Warning Materials and their manufacturers:• ; warning
7a. Armor Tile (vitrified polymer composite) by Engineered Plastics, Inc., Wlliamsville, NY.
7b. Tactile Pavers (fired day pavers) by Pine Hall Bride, Winston-Salem, NC.
7c. Detectable Waming Paver (fired day pavers) by Western Bride Co., Houston, TX. 8.3% iLanding
_
7d. Tek Way Dome -Tile (concrete -based) BY Strong G. Industries (LLC), Tucson, AZ. -' I 7e. Cast -in -Place Tile (glass and carbon reinforced composite) by ADA Solutions, Inc., North Billerica, MA. ti } i ! ! 2 : ° e I
L eo 01
FLUSH LANDING
PAVEMENT-r\
46,
t
-p 1, CROSSWALK
DETECTABLE
WARNING SURFACE
_Maneuvering
Space 4k 4'
NOTE: ALL RAMPS ARE MIN. 4' WIDE.
DETECTABLE
WARNING SUR
••;
4'x4'MIN
`." • LANDING
••
CR• SWALK
8. The above list of Detectable Waming Materials or
ITYPE H their approved equal shall be used as
Ramp Limits
of Payment
8' CURB
4'x4'
LANDING
i••�� •1• �•
BAWCUT EXISTING
CURB AND SIDEWALK
PERPENDICULAR RAMP @ FLUSH LANDING
CURB tL
GUTTER
2' strip If cut through
h greater than 4' in length.
Otherwise place detectable
warning on the entire surface
of cut through.
_
\ CROS/WAU(� \\,
Align cob parallel
with aoswwaik
I TYPE
Ramp Units
of Payment
CUT THROUGH AT MEDIAN ISLANDS
RAMP
SLOPE 1':1Z"
HDINf3
4'
- F:xPANBlON JOINT
� Y SAND
't.-REINFORCEMENT UNE
AS IN ADJACENT
CURB AND GUTTER
SECTION G-G
(TYPICAL RAMP SECTION)
L. FLARE
I 1':12' SLOPE
FLARES A
SIDEWALKS SLOPE
1":12" MAX. PICAL).
4' MIN,
RAMP
FLARE
1':12" SLOPE
(TYPICAL SECT(RAMP SECTION)
TYPE K
MATCH CUT THROUGH
CONCRETE' SLAB 1hATH
PAVING HEA3HT (iP CURB
LINE. \�
8.3%
the Detectable Warning surface on sidewalk Typical placement of detectable 6" min ... Face of
(curb) ramps as shown on the plans and warning surface on landing et ,
or details on this sheet. street edge' DETAIL' B'm� curb
SIDEWALK RAMP (CURB RAMP) GENERAL NOTES
1. All slopes are maximum allowable. The least possible slope that will still drain properly
should be used. Adjust curb ramp length or grade of approach sidewalks as directed.
2. The minimum sidewalk width Is 4 .
3. Landings shall be 4'x 4' minimum with a maximum 2% slope In any direction.
4. Maneuvering space at the bottom of curb ramps shall be a minimum of 4'x 4' wholly
contained within the crosswalk and wholly outside the parallel vehicular travel path.
5. Maximum allowable cross slope on sidewalk and Curb ramp surfaces Is 2%.
8. Curb ramps with returned curb; may be used ohly where padashians would not normally walk
across the ramp, either because the adjacent surface Is planting or other non-walkl rag surface
or because the side approach Is substantially obstructed. Otherwise, provideflared es.
7. Details on this plan apply to all construction reconstruction
on or oo struction of streets, curbs, sid
or s, sidewalks
8. To serve as a pedestrian refuge area, the median should be a minimum of 5' wide. Medians
should be designed to provide accessible passage through them.
9. Curb cut ramps are to be located as shown on the plans or as directed by Engineer.
10. Crosswalk dimensions, crosswalk markings and stop bar locations shall be as shown
elsewhere In the plans. At Intersections where crosswalk markings are not required,
curb ramps shall be aligned with theoretical crosswalks or as directed by the Engineer.
11. Existing features that comply with TAS may remain In place unless charged on the plans.
12. Ramps shall be provided at all comers of street intersections where there Is
existing or proposed sidewalk and curb. shall also be provided at walk
locations In mid -block In the vicinities of ts, medical centers, and stadiums.
13. Surface texture of the ramp shall be that fined by a course brooming, transverse
to the slope of the ramp except at detectable warning strfaoe areas. See details A and B.
14. Separate curb ramp and landings from adjacent sidewalk and any other elements
wtth premold or board joint of 3/4 " unless othernise directed by the Engineer.
15. Provide a smooth transition where the curb ramps conned to the street.
18. Curbs shown on this sheet within the limits of payment are considered part of the curb .
ramp for payment, whether it Is concrete curb, gutter, or combined curb and gutter.
17. Flare slope shall not exceed 10% measured along ant line and where pedestrians
could walk across the ramp, then Maximum slope shall be 1:12. (8.3 %).
18. Sidewalks shall be ramped where the driveway curb Is extended across the walk.
19. If possible, drainage structures should not be placed In line with ramps. Location of the
ramps should take precedence over location of the drainage structure.
20. The normal gutter line profile shall be matained through the area of the ramp.
21. The actual limits of existing curb and gutter and sidewalk shall be directed by the engineer in
he8field
22. Contraction joints, expansion joints and silicone sealing shall be subsidiary to unit price bid
for sidewalks and ramps.
- 2'strip Mcut trougt
Is greater Than 4' k length.
Mambo *CO detectable
warning on the entire surface
at cut through.
Stop Bar
Ramp Umlts
01 Payment
COMBINATION ISLAND CUT THROUGH
TRANSPORTATION AND
PUBLIC WORKS DEPARTMENT
SIDEWALK RAMP DETAILS
FORT WORTH, TEXAS
OE•gNEOIY: DATE. CHECKED VI.
JOE RADENZ 2-0007 RONNIE R. VARNELL
D1UWw1n RADENZ DraE24s-07 APPROVED WY.
-
SCALE' N T.8. I DRAWING No,
DATE' 2-19-07
DATE.
S7 I SHEET 14, OF
HMAC SURFACE OVERLAY (2012-14) CDBG
Project_Name Street Limits Procedure Qty / LM CD Map
NE 14TH ST N JONES ST - N GROVE ST POL 0.13 2 62L
W BUTLER ST LAUGHTON ST - S HENDERSON ST POL 0.19 9 90D
W CANNON ST MAY ST - S JENNINGS AVE POL 0.1 8 77E
CRENSHAW AVE THRALL ST - BINKLEY ST POL 0.22 5 78T
GARLAND AVE BIGHAM BLVD - MARYS LN POL 0.2 3 74P
HUNTER ST ROUTT ST - CHURCH ST POL 0.2 5 80J
NW LORAINE ST MC KINLEY AVE - HANNA AVE POL 0.31 2 61D
MARYS LN LOCKE AVE - GARLAND AVE POL 0.74 3 74K
MEADERS AVE CRAIG ST - E LANCASTER AVE POL • 0.11 5 79H
E MORPHY ST S MAIN ST - BRYAN AVE POL 0.14 8 77J
SAPPINGTON PL GARLAND AVE - HEMSELL PL POL 0.27 3 74N
2.61
HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS (2012-14) CDBG
CITY PROJECT NO: 01927
TPW PROJECT NO: C293-541200-209620192783
STREET BY STREET QUANTITY DETERMINATION SPREADSHEET
r
r w E
o �q
a
zcn z 1
H
Ci
wFxw � a
E-(E4 (''a
woyuo zo��o oo
oo
ZZa aZw '',4 0E=+a c.azo
l:r1aa aka
QTY QTY 1 QTY 1 QTY QTY QTY
0 0 I 0 I 0 0 0
100 221 460 I 1,156 440 875
327 221 0 I 0 440 0
0 1 990 320 1,410 250 850
0 1 0 0 0 0 0
242 1 0 0 0 0 0
150 I 0 I 800 I 2,112 1,750 213
0 I 0 0 I 0 0 0
0 1 1,790 100 2,112 0 220
v w
ITEM UNIT
2 LS
3 LF
4 LF
5 SF
6 SF
7 SF
8 SF
9 SF
10 ISF
11 EA
12 EA
13 SY
14 SY
15 ILF
16 EA
17 EA
18 SY
19 TN
20 GA
21 CY
22 CY
23 CY
24 TN
25 LF
26 IEA
27 ISY
28 (GA
29 SY
30 EA
31 IEA
32 IEA
33 IEA
34 IEA
35 IEA
36 EA
37 EA
38 SY
39 LS
ITEM DESCRIPTION
Utility Adjustment
(Remove & Replace Existing Concrete Curb and Gutter
I Install New Concrete Curb and Gutter
Remove & Replace 6-Inch Concrete Driveway
Remove & Replace 6-Inch Eexposed Aggregate Driveway
Install New 6-Inch Concrete Driveway
Remove & Replace 4-Inch Concrete Sidewalk
Remove & Replace 4-Inch Exposed Aggregate SidewalkWalk
'Install New 4-Inch Concrete Sidewalk
Remove & Replace Existing Wheelchair Ramp with 4-Inch ADA
Ramp (w/ detectable warning dome -tile surface)
Install New 4-Inch ADA Wheelchair Ramp (w/ detectable warning
dome -tile surface)
Remove & Replace Existing Concrete Valley Gutter
Install New Concrete Valley Gutter
6" Perforated Pipe Subdrain
Remove & Replace 5-Ft. Storm Drain Inlet -Top
Remove & Replace 10-Ft. Storm Drain Inlet -Top
8-Inch Pavement Pulverization
13 Ib/sy Cement Modification
Roadbond EN 1
Unclassified Street Excavation
Crushed Limestone
Asphalt Pavement and Base Repair
HMAC Pavement Level Up
I Wedge Miling, 2-Inch to 0-Inch Depth, 5-Ft. Wide
(Butt Joint -Milled
12-Inch HMAC Surface Milling
Crack Sealing of Existing HMAC Pavement
2-Inch Surface Course Type "D" Mix
Remove & Replace 30-Ft. Speed Cushion w/ Striping
(Remove & Replace 40-Ft. Speed Cushion w/ Striping
(Water Valve Box Adjustment With Steel Riser
Water Valve Box Adjustment with Concrete Collar
Water Meter Box Adjustment
Manhole Adjustment With Steel Riser
Manhole Adjustment With Concrete Collar
Painting House Addresses
Grass Sod Replacement
Re -Mobilization
Monthly Pickup of Bulky Items
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days
0 6 3 2
0 0 0 2
50 0 0 0
0 0 80 0
0 0 0 0
0 0 0 0
0 0 0 1 0
990 1,165 600 1 1,625
6 8 4 1 11
8 9 5 13
50 40 25 1 20
10 10 10 20
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
990 1,165 600 1,625
0 0 0 0
0 0 0 0
0 0 0 2
1 0 0 0
2 0 0 6
0 0 0 0
2 0 1 0
0 10 2 24
165 220 75 275
0 0 0 0
0 4
0 0
0
80
0
0
0
1,300
8
10
50
0
0
0
0
0
0
0
1,300
0
0
0
0
0
0
0
0
200
0
0
80
0
0
0
1,255
8
10
30
20
0
0
0
0
0
0
1,255
0
0
0
0
0
0
0
10
200
0
w.tt
Q
QTY
0
530
700
1,210
0
0
0
0
2,600
3
6
0
160
0
0
0
1,820
12
14
20
10
0
0
0
0
0
0
1,820
0
0
0
0
0
0
0
16
250
0
QTY QTY
0 0
3,340 150
0 300
3,300 0
0 0
0 800
0 600
0 0
3,340 1,350
1 3
0
0
160
0
0
2
5,250
34
41
50
0
0
0
0
0
0
0
5,250
0
0
2
0
0
4
1
48
375
0
�
a
a
QTY
0
650
0
0
0
0
650
0
0
3
0 0
0
0
0
0
0
1,038
7
8
50
20
0
0
0
0
0
0
1,038
0
0
1
0
0
1
0
0
150
0
0
0
0
0
0
1,750
11
14
20
0
0
0
0
0
0
0
1,750
0
0
0
1
0
0
1
0
150
0
Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the Week of the
1ST. Monday 3RD. Monday 2ND. Monday 2ND. Monday 4TH. Monday 2ND. Monday 1ST. Monday 4TH. Monday 2ND. Monday 2ND. Monday
of the month of the month of the month of the month of the month of the month of the month of the month of the month of the month
Monday 1 Wednesday Wednesday I Thursday I Wednesday Thursday I Monday I Wednesday I Thursday I Wednesday
Page E of 2
TOTAL
Lumpsum
7,922
2,608
8,330
0
1,502
6,275
0
13,992
31
8
50
560
0
0
2
17,708
115
138
405
110
0
0
0
0
0
0
17,708
0
0
5
2
8
5
5
114
2,280
0
CA CA
ITEM
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
a)
b
U
O
UNIT
LS
LF
LF
SF
SF
SF
SF
SF
SF
EA
EA
SY
SY
EA
EA
LF
SY
TON
GA
CY
CY
CY
TON
LF
LF
SY
GAL
SY
EA
EA
EA
EA
EA
EA
EA
EA
SY
LS
HMAC SURFACE OVERLAY AT VARIOUS LOCATIONS (2012-14) CDBG
CITY PROJECT NO: 01927
TPW PROJECT NO: C293-541200-209620192783
STREET BY STREET QUANTITY DETERMINATION SPREAD SHEET
ITEM DESCRIPTION
Utility Adjustment
Remove & Replace Existing Concrete Curb and Gutter
Install New Concrete Curb and Gutter
Remove & Replace Existing 6-Inch Concrete Driveway
Remove & Replace 6-Inch Eexposed Aggregate Driveway
Install New 6-Inch Concrete Driveway
Remove & Replace 4-Inch Concrete Sidewalk
Remove & Replace 4-Inch Exposed Aggregate SidewalkWalk
Install New 4-Inch Concrete Sidewalk
Remove & Replace Existing Wheelchair Ramp and Install ADA 4-Inch
Ramp (w/ detectable warning dome -tile surface)
Install New 4-Inch ADA Wheelchair Ramp (w/ detectable warning
dome -tile surface)
Remove & Replace Existing Concrete Valley Gutter
Install New Concrete Valley Gutter
Remove & Replacef 5-Ft. Storm Drain Inlet -Top
Remove & Replace 10-Ft. Storm Drain Inlet -Top
6-Inches Perforated Pipe - Subdrain
8-Inch HMAC Pavement Pulverization
13 Ib/sy Cement Modification
Roadbond EN 1
Unclassified Street Excavation
Crushed Limestone
HMAC Pavement and Base Repair
HMAC Pavement Level Up
Wedge Miling, 2-Inch to 0-Inch Depth, 5-Ft. Wide
Butt Joint -Milled
2-Inch HMAC Surface Milling
Crack Sealing of Existing HMAC Pavement
2-Inch Surface Course Type "D" Mix
Remove & Replace 30-Ft. Speed Cushion w/ Striping
Remove & Replace 40-Ft. Speed Cushion w/ Striping
Water Valve Box Adjustment with Steel Riser
Water Valve Box Adjustment with Concrete Collar
Water Meter Box Adjustment
Manhole Adjustment with Steel Riser
Manhole Adjustment with Concrete Collar
Painting House Addresses
Grass Sod Replacement
Re -Mobilization
Monthly Pickup of Bulky Items
Garbage, Recycling,Yard Trimmings & Brush Weekly Pickup Days
QTY
0
0
0
0
0
0
0
0
0
0
0
a
c)
l:q
o�
4
QTY
0
1,182
0
2,640
0
0
0
0
0
0
0
0
80
0
0
0
1,894
12
15
50
0
0
0
0
0
0
0
1,894
1
0
0
0
16
1
0
28
250
0
Week of the
4TH. Monday
of the month
Wednesday
Nape 2 of 2
QTY 1 QTY 1 QTY
0 I 0
0 1 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 1 0
0 0 0
0 0 0
0 0
QTY
0
0
0
0
0
0
0
0
0
0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0 0
0 1 0 0
0 1 0 0
0 1 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0 0
0 1 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
QTY
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
QTY
0
0
0
0
QTY
0
0
0
0
0 0
0 0
0 0
0 0
0 0
TOTAL
QTY
0 0
0 1,782
0 1 0
0 1 2,640
0 1 0
0 480
0 1,465
0 0
0 0
0 0 0 3
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1 0
0 1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 I 0
0 1 0
0 I 0
0 1
0 1 0
0 1 80
0 1 0
0 1
0 0
0 3,169
0 21
0 25
0 1 70
0 10
0 0
0 0
0 0
0 0
0 0
0 0
0 3,169
0 1
0 0
0 0
0 1
0 16
0 1
0 1 1
0 1 32
0 1 570
0 I 0