Five Flags Theater Masonry Rehabilitation Project_Hearing Copyrighted
March 6, 2017
City of Dubuque Public Hearings # 3.
ITEM TITLE: Five Flags Theater Masonry Rehabilitation Project
SUMMARY: Proof of publication on notice of public hearing to consider
approval of the plans, specifications, form of contract and
estimated cost for the Five Flags Theater Masonry
Rehabilitation Project.
RESOLUTION Approval of plans, specifications, form of
contract, and estimated cost for the Five Flags Theater
Masonry Rehabilitation Project
SUGGESTED DISPOSITION: Suggested Disposition: Receive and File; Adopt
Resolution(s)
ATTACHMENTS:
Description Type
Five Flags Theater Masonry Rehab Project-MVM Memo City Manager Memo
Five Flags Masonry - Public Hearing Memo Staff Memo
Resolution - Approve Plans and Specs Resolutions
Five Flags Masonry - Notice of Public Hearing Supporting Documentation
Five Flags Masonry - Construction Manual Supporting Documentation
Pictures, pages 1-2 Supporting Documentation
Pictures, p 3 Supporting Documentation
Pictures, p 4-5 Supporting Documentation
THE CITY OF Dubuque
DUB E i"
Masterpiece on the Mississippi 2007.2012.2013
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: Five Flags Theater Masonry Rehabilitation Public Hearing and Approval of
Plans and Specs (CIP 350-1708 and 350-2511)
DATE: February 27, 2017
Leisure Services Manager Marie Ware recommends City Council approval of the plans,
specifications, form of contract and estimated cost of $278,300 for the Five Flags
Theater Masonry Rehabilitation Project.
I concur with the recommendation and respectfully request Mayor and City Council
approval.
v
Mic ael C. Van Milligen
MCVM:jh
Attachment
cc: Crenna Brumwell, City Attorney
Cindy Steinhauser, Assistant City Manager
Teri Goodmann, Assistant City Manager
Marie L. Ware, Leisure Services Manager
THE CITY ODubuque
U Bi
E I
erica .i
Masterpiece on the Mississippi 2007-2012-2013
TO: Michael C. Van Milligen, City Manager
FROM: Marie L. Ware, Leisure Services Manager
SUBJECT: Five Flags Theater Masonry Rehabilitation Public Hearing and Approval of
Plans and Specs (Cl P 350-1708 and 350-2511)
DATE: February 24, 2017
INTRODUCTION
The purpose of this memorandum is to provide the City Council with information for the
Public Hearing on the Five Flags Theater Masonry Rehabilitation Project.
BACKGROUND
Five Flags Theater is on the National Register of Historic Places. It is an important
community treasure. The Five Flags Theater is owned by the City of Dubuque and
operated on a day-to-day basis by SMG Management. As a part of the management
agreement the City is responsible for capital improvements of Five Flags Theater.
Restoration of the envelope of historic structures is important to the long-term
sustainability of the structure itself both inside and outside. The fire escape is a working
fire escape for the theater.
Selser Schaefer Architects and WSA/Modern Ruins were hired to provide architectural /
engineering services. The first step was to evaluate both the Five Flags Theater and
Mathias Ham House prior to developing bid specifications. Their findings and
recommendations are outlined in the attached report.
For Five Flags Theater, the report shows masonry rehabilitation is needed and the need
to solve water issues at the roof that create problems with the structure and masonry.
They outline several improvements that could be done if the contingency is not needed
or budget for them in the future.
The consultants took a holistic view by not only looking at the current structures and the
masonry rehabilitation but also looking at the root causes of degradation of the
structures. The report was used in preparation of the attached bids and specifications.
1
DISCUSSION
The work for this project will include masonry rehabilitation repointing areas on all four
sides of the Theater, repairs to ornamental cornice, modification of roof in one area
drain properly, camel back copings repaired, fire escape and landing repairs, and
general coping repairs.
PROJECT SCHEDULE
Initiate Public Bidding Process February 20, 2017
Publish Notice to Bidders, Advertise for Bids February 21 , 2017
Notice of Public Hearing on Plans and Specs February 21 , 2017
Public Hearing on Plans and Specs March 6, 2017
Receipt of Bid Proposals (Bid-Letting) March 23, 2017
Award Construction Contract April 3, 2017
Project Completion Date July 21 , 2017
BUDGETIMPACT
The estimate of probable cost for the Five Flags Theater Masonry Rehabilitation Project
is as follows:
Estimate
Construction Contract $ 239,000
Consultant Fee to Create Bid Specs & Oversee Project $ 39,300
Total Project Cost $ 278,300
The project funding summary is as follows:
CIP No. Fund Description Fund Amount
350-1708 Theater— Tuckpoint Exterior $ 244,416
350-2511 Theater— Fire Escape $ 35,000
$ 279,416
RECOMMENDATION
I respectfully request City Council hold the public hearing and approve the plans,
specifications, form of contract and estimated costs for the Five Flags Theater Masonry
Rehabilitation Project through the adoption of the attached resolution.
MLW:et
attachments Resolution — Approve Plans, Specs, Form of Contract and Estimated Cost
Bid Specifications
cc HR Cook, Regional General Manager— SMG
Jenny Larson, Budget Director
2
Prorarer: Marie L. Ware Address: 2200 Bunker Hill Rd
RESOLUTION NO. 89-17
Phone: (563) 589-4263
APPROVAL OF PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND
ESTIMATED COST FOR THE FIVE FLAGS THEATER MASONRY REHABILITATION
PROJECT.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
DUBUQUE, IOWA:
That the proposed plans, specifications, form of contract and estimated cost for the
Five Flags Theater Masonry Rehabilitation Project, in the estimated amount $239,000,
are hereby approved.
Passed, adopted and approved this 6th day of March, 2017.
Attest:
KevidS. Firns ahl, City C1rk
0 41
0&" Roy D. BUol, Mayor
NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF
CONTRACT, AND ESTIMATED COST FOR THE FIVE FLAGS THEATER
MASONRY REHABILITATION IMPROVEMENT PROJECT
NOTICE IS HEREBY GIVEN: The City Council of the City of Dubuque,
Iowa will hold a public hearing on the proposed plans, specifications, form of
contract and estimated cost for the Five Flags Theater Masonry Rehabilitation
Improvement Project, in accordance with the provisions of Chapter 26, Code of
Iowa, at 6:00 p.m., on the 6th day of March, 2017, in the Historic Federal Building
Council Chambers (second floor), 350 West 6th Street, Dubuque, Iowa. Said
proposed plans, specifications, form of contract and estimated cost are now on
file in the office of the City Clerk. At said hearing any interested person may
appear and file objections thereto.
The scope of the Project is as follows:
The masonry rehabilitation of Five Flags Theater and fire escape repairs.
Any visual or hearing-impaired persons needing special assistance or
persons with special accessibility needs should contact the City Clerk's office at
(563) 589-4120 or TDD at (563) 690-6678 at least 48 hours prior to the meeting.
Published by order of the City Council given on the 20th day of February, 2017.
Kevin S. Firnstahl, City Clerk
THE CITY OF
DUB E
Masterpiece on the Mississippi
FIVE FLAGS THEATER
MASONARY REHABILITATION AND FIRE ESCAPE PROJECT
COMPETITIVE QUOTATION
PROJECT
CONTRACT DOCUMENTS
MANUAL
CITY OF DUBUQUE SUPPLEMENTAL SPECIFICATIONS 2015 EDITION,
DIVISION 1 GENERAL CONDITIONS AND COVENANTS
SHALL APPLY TO THIS PROJECT. THEY ARE AVAILABLE ONLINE AT:
http://www.cityofdubuque.org/DocumentCenter/View/23343
Dubuque
NI•Amencac�ity U S T A I N A B L E
1 ' CITY OF DUBUQUE �
DUBUQUE
LEISURE SERVICES DEPARTMENT aeie . itvgn,eQ;r hGe
I I DUBUQUE, IA
2007•2012 •2013
Adopted Date: April 4, 2016 Date Issued: February 10. 2017
[Page Intentionally Left Blank]
SECTION 00101
Page 1 of 1
PROJECT DIRECTORY PAGE
SECTION 00101
Five Flags Theater— Masonry Rehabilitation and Fire Escape Project
405 Main Street
Dubuque, IA 52001
101.1 Authorized Parties:
The following contacts are the authorizing representatives for each of the
parties, if a change is to be made to the Contract the following
representatives must be contacted and approve of the change.
JURISDICTION/GOVERNMENT ARCHITECT'S REPRESENTATIVE
ENTITY REPRESENTATIVE 563 Design
City of Dubuque 240 West 2nd Street
City Hall, 50 West 13th Street Dubuque, IA 52001
Dubuque, Iowa 52001
Project Contact: Project Contact:
Name: Marie Ware Name: Andrew McCready
Title: Leisure Services Manager Title: Principal
Department: Leisure Services Email: andrew@563design.com
Email: mware@cityofdubuque.org Phone: 563.663.7559
Phone: 563.589.4263
CONTRACTOR'S REPRESENTATIVE
Contractor Name
Contractor Address
City, State, Zip Code
Project Contact:
Name: Name
Title: Title
Email: Email
Phone: Phone
___= END OF SECTION 00101 =___
[Page Intentionally Left Blank]
SECTION 00102
Page 1 of 2
PROJECT CERTIFICATION PAGE
SECTION 00102
Five Flags Theater— Masonry Rehabilitation and Fire Escape Project
405 Main Street
Dubuque, IA 52001
1 hereby certify that the portion of this technical submission described below was
prepared by me or under my direct supervision and responsible charge. I am a duly
registered Architect under the laws of the State of Iowa.
aW° 1#11C��n�� ' Andrew McCready 02/10/2017
Architect Signing Date
�;• 8 6819 06/30/2017
Iowa License No. Renewal Date
h
0 WA Pages or sheets covered by this certification:
q
ED 14� Specifications Divisions 01 ,02, 04, 07, 09
Sheets A101, A102, A103, A104
___= END OF SECTION 00102 ====
[Page Intentionally Left Blank]
SECTION 00110
Page 1 of 2
TABLE OF CONTENTS
SECTION 00110
DIVISION 0 - BIDDING AND CONTRACTING REQUIREMENTS
PROJECT TITLE PAGE... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ........ 00100
PROJECT DIRECTORY PAGE... ... ... ... ... ... ... ... ... ... ... ... ... ... ....... 00101
PROJECT CERTIFICATION PAGE... ... ... ... ... ... ... ... ... ... ... ............ 00102
TABLE OF CONTENTS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ................ 00110
NOTICE TO BIDDERS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ....... ... ... ... 00120
INSTRUCTIONS TO BIDDERS... ... ... ... ... ... ... ... ... ... ... ....... ... ....... 00200
SUBSTITUTION REQUEST FORM... ... ... ... ... ... ... ... ... ... ... ... ... ..... 00270
BID PROPOSAL SUBMITTAL CHECKLIST... ... ... ... ... ... ... ... .......... 00300
LUMP SUM BID PROPOSAL FORM... ... ... ... ... ... ... ... ... ... ... ... ...... 00401
BID BOND... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ........ 00450
BIDDER STATUS FORM... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...... 00460
CONTRACTOR BACKGROUND INFORMATION — Small Contracts. 00471
PUBLIC IMPROVEMENT CONTRACT... ... ... ... ... ... ... ... ... ... ... ... ... . 00500
PERFORMANCE, PAYMENT AND MAINTENANCE BOND... ... ...... 00600
OUT-OF-STATE CONTRACTOR BOND... ... ... ... ... ... ... ... ... ... ........ 00610
INSURANCE PROVISIONS AND REQUIREMENTS... ... ... ... ....... ... 00700
SALES TAX EXEMPTION CERTIFICATE... ... ... ... ... ... ... ... ........ .... 00750
CONSTRUCTION SCHEDULE..... ... ... ... ... ... ... ... ... ... ... ... ... ......... 00800
NOTICE TO PROCEED... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..... 00850
EROSION CONTROL CERTIFICATE... ... ... ... ... ... ... ... ... ... ... ... ..... 00900
OTHER PROJECT INFORMATION... ... ... ... ... ... ........ ... ....... ........ 01100
DIVISION 01 — GENERAL REQUIREMENTS
CUTTING AND PATCHING... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 01 7329
DIVISION 02 — EXISTING CONDITIONS
SELECTIVE REMOVALS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 024200
SECTION 00110
Page 2 of 2
DIVISION 04 - MASONRY
UNIT MASONRY RESTORATION... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ......04 0120
STONE RESTORATION... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...040140
MOARTARS AND GROUTS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ....04 0513
DIVISION 07 — THERMAL AND MOISTURE PROTECTION
SHEET METAL FLASHING & TRIM... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...07 6200
JOINT SEALANT... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ....07 9200
DIVISION 09 — FINISHIES
HIGH PERFORMANCE COATINGS... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...09 9600
___= END OF SECTION 00110 =___
SECTION 00120
Page 1 of 2
NOTICE TO BIDDERS
SECTION 00120
CITY OF DUBUQUE PUBLIC IMPROVEMENT PROJECT
Five Flags Theater— Masonry Rehabilitation and Fire Escape Project
120.1 Time and Place for Filing Sealed Proposals
Sealed Bids for the work comprising each improvement as stated below must be filed
before 2:00 p.m. on March 23, 2017, in the Leisure Services Department, 2200 Bunker Hill
Road, Dubuque, Iowa.
120.2 Time and Placed Sealed Proposals Will be Opened and Considered
Sealed proposals will be opened and Bids tabulated shortly after 2:00p.m. on March 23,
2017, at Leisure Services Department, 2200 Bunker Hill Road, Dubuque, Iowa, for
consideration by the City Council at its meeting on April 3, 2017. The City of Dubuque,
Iowa, reserves the right to reject any and all Bids.
120.3 Time for Commencement and Completion of Work
Work on the Project will commence within twenty (20) calendar days or when weather
permits after the Notice to Proceed has been issued and shall be fully completed by July
21 , 2017.
120.4 Bid Security
Each Bidder must accompany its Bid with a Bid security as security that the successful
Bidder will enter into a contract for the work Bid upon and will furnish after the award of
contract a corporate surety Bond, acceptable to the governmental entity, for the faithful
performance of the contract, in an amount equal to one hundred percent of the amount of
the contract. The Bid security must be in the amount of ten percent (10%) of the amount of
the contract and must be in the form of a cashier's check or certified check drawn on a
state-chartered or federally chartered bank, or a certified share draft drawn on a state-
chartered or federally chartered credit union, or the Bidder may provide a Bid Bond with
corporate surety satisfactory to the governmental entity. The Bid Bond must contain no
conditions except as provided in this section.
120.5 Contract Documents
Copies of the Contract Documents may be obtained at the Leisure Services Department,
2200 Bunker Hill Road, Dubuque, Iowa 52001 . The Contract Documents will also be
available on the City's website at www.citvofdubuque.orq/bids.aspx. No plan deposit is
required.
SECTION 00120
Page 2 of 2
120.6 Preference for Iowa Products and Labor
By virtue of statutory authority, preference will be given to products and provisions grown
and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent
lawfully required under Iowa statutes.
120.7 Sales Tax
The Bidder should not include State of Iowa sales tax in its Bid. A sales tax exemption
certificate will be available for all material purchased in Iowa for incorporation into the
Project.
120.8 General Nature of Public Improvement Project
Insert the Name & Location of the Project CIP # 3501708 & 3502511
Exterior masonry rehabilitation and fire escape repairs
Base Bid Estimated Total Cost = $275,000.00
120.9 Pre-Bid Construction Conference
Each prospective bidder is encouraged to attend the Pre-Bid Construction Conference to
be held at 2:45 PM on March 2, 2017, at Five Flags Theater, 405 Main Street in Dubuque,
Iowa. Attendance by all prospective bidders is not mandatory but highly recommended.
120.10 Title VI — Non-Discrimination Clause
The City of Dubuque in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat.
252, 42 U.S.C. 2000d-2000d-4 and Title 49, Code of Federal Regulations, Department of
Transportation, Subtitle A, Office of the Secretary, Part 21 , Nondiscrimination in Federally
assisted programs of the Department of Transportation issued pursuant to such Act,
hereby notifies all bidders that it will affirmatively insure that in any contract entered into
pursuant to this advertisement, minority business enterprises will be afforded full
opportunity to submit bids in response to this invitation and will not be discriminated against
on the grounds of race, color, national origin, sex, age, or disability in consideration for an
award.
On the following date, February 21 , 2017 this Notice was posted at the following locations:
1 . Tri-State Blueprint and framing/Rapid Reproductions Inc - plan room service.
2. Master Building of Iowa construction lead generating service.
3. The City of Dubuque Website.
___= END OF SECTION 00120 =___
SECTION 00200
Page 1 of 5
INSTRUCTIONS TO BIDDERS
SECTION 00200
200.1 CONTRACT DOCUMENTS
Copies of the Contract Documents may be obtained at the Leisure Services Department, 2200
Bunker Hill Road Dubuque, Iowa 52001 . The Contract Documents will also be available on the
City's website at www.citvofdubuque.orq/bids.aspx. No plan deposit is required.
The City requests that non-bidders return Contract Documents as soon as possible after the Bid
opening.
200.2 EXAMINATION
Bidders must use complete sets of Contract Documents in preparing Bids. Bidders must
examine the Contract Documents and the construction site to obtain first-hand knowledge of
existing conditions. Extra compensation will not be given for conditions that can be determined
by examining the Contract Documents and site.
200.3 QUESTIONS AND INTERPRETATIONS
Bidders must submit questions about the Contract Documents to the Engineer in writing or by
email only. Replies will be issued to Contract Document holders of record as Addenda to the
Drawings and Specifications and will become part of the Contract Documents. Neither City nor
a Bidder may rely on oral clarification.
Failure to request clarification will not waive the responsibility of comprehension of the Contract
Documents and performance of the work in accordance with the intent of the documents.
Signing of the Bid Proposal constitutes an acknowledgement of understanding of the Contract
Documents.
200.4 PRODUCT OPTIONS
To obtain approval to use an unspecified product, a Bidder must deliver written requests to the
Architect at least seven (7) working days before the sealed Bid is due. Late requests will not be
considered. The Bidder must submit request using the Substitution Request Form in
specification 00270. Be sure to clearly describe and indicate the product for which approval is
requested, and include any data as necessary to demonstrate acceptability of the substitute
product. The written request must indicate the section number, page number and line number
of the Specification for the product. If the product is acceptable, the Engineer will approve it in
an Addendum.
200.5 INSPECTION OF THE PROJECT SITE
Each Bidder must visit the project site(s) of the proposed work to fully acquaint itself with the
existing conditions relating to the project and must inform itself as to the facilities involved, the
difficulties and the restrictions related to the performance of the Contract. Each Bidder must
thoroughly examine and familiarize itself with the specifications and all other Contract
Documents. The Contractor by the execution of the Contract shall in no way be relieved of any
SECTION 00200
Page 2 of 5
obligation under the contract due to Contractor's failure to receive or examine any contract
document or to visit the site and acquaint itself with the conditions there existing. City will be
justified in rejecting any claim based on facts regarding which the Contractor should have been
aware of as a result of its inspection.
200.6 RELEASE OF SITE: SEQUENCE OF WORK
Bidders are referred to the Contract Documents for information regarding the manner in which
the project site(s) will be released and made available for construction purposes, and the
sequence in which the construction work will be performed.
200.7 PREPARATION OF BIDS
1 . All Bids must be submitted on the Bid Proposal Form (SECTION 00401) supplied by the City
and bound in this Contract Documents Manual. All Bids are subject to all requirements of the
Contract Documents including these INSTRUCTIONS TO BIDDERS. All Bids must be
regular in every respect and no modifications, exclusions, or special conditions shall be made
or included in the Bid Proposal Form by the Bidder.
2. The Bid Proposal Form (SECTION 00401) and Bid Bond (SECTION 00450) must be
enclosed in separate sealed envelopes and clearly labeled.
a. THE ENVELOPE CONTAINING THE BID PROPOSAL FORM MUST BE LABELED AS
FOLLOWS:
Five Flags Theater- Masonry Rehabilitation and Fire Escape Project
Sealed Bid
(Contractor Name)
And addressed to Location for Filing Bid:
City of Dubuque
Leisure Services Department
2200 Bunker Hill Road
Dubuque, Iowa, 52001
b. THE ENVELOPE CONTAINING THE BID BOND MUST BE LABELED AS FOLLOWS:
Five Flags Theater- Masonry Rehabilitation and Fire Escape Project
Bid Bond
(Contractor Name)
And addressed to Location for Filing Bid:
City of Dubuque
Leisure Services Department
2200 Bunker Hill Road
Dubuque, Iowa, 52001
3. The Bidder Status Form (Section 00460) must be included in the envelope with the Bid.
4. The Contractor Background Information Form (Section 00471) must be included in the
envelope with the Bid.
SECTION 00200
Page 3 of 5
5. Bids submitted after the date and time for filing sealed proposals as listed in the Notice to
Bidders (SECTION 00120) shall not be considered and will be returned to the Bidder
unopened.
6. The City may reject any irregular or non-responsive Bid.
7. If the Contract is awarded, it will be awarded by the City as required by law to the lowest
responsive, responsible Bidder. The Contract will require the completion of work according
to the Contract Documents.
8. Each Bidder must include in the Bid, in the appropriate spaces therefore, the proposed cost
of performing said work in compliance with the Contract Documents including all items of
labor, equipment, materials and overhead costs.
200.8 BID BOND
Each Bid must be accompanied by a satisfactory Bid Bond (SECTION 00450), in a separate
envelope and clearly labeled in the same manner as the Bid proposal forms, executed by the
Bidder and an acceptable surety; or a cashier's or certified check payable to the City Treasurer,
City of Dubuque, drawn on a bank in Iowa or a bank chartered under the laws of the United
States, in the amount of ten percent (10%) of the Bid submitted as security that the Bidder will
enter into a contract for doing the work and will give Bond with proper securities for the faithful
performance of the contract in the form attached to the specifications.
Bidders shall use the provided City of Dubuque Bid Bond (SECTION 00450). If an
alternative Bid Bond form is submitted by the Bidder and determined by the City to not
be an equivalent bond form then the City may determine the Bid as non-responsive.
200.9 BIDDER STATUS FORM
The Bidder Status Form (Section 00460) is required by the Iowa Labor Commissioner, pursuant
to the Iowa Administrative Code rule 875-156.2(1). The Bidder must complete and submit the
Bidder Status Form, signed by an authorized representative of the Bidder, with their Bid proposal.
Under Iowa Administrative Code rule 875-156.2(1), failure to provide the Bidder Status Form with
the Bid may result in the Bid being deemed non-responsive and may result in the Bid being
rejected.
200.10 CONTRACTOR BACKGROUND INFORMATION FORM
Each Bid must include a Contractor Background Information Form (Section 00471) prepared by
the Bidder. The Form must be included in the envelope with the Bid, or else indicate on the Bid
Proposal Form that an up-to-date Contractor Background Information Form is on file with the
City of Dubuque. An official list of contractors with forms on file can be viewed at the http://a-
dubupue2.civicplus.com/638/Engineering
SECTION 00200
Page 4 of 5
200.11 CORRECTIONS
Erasures or other changes in the Bid must be explained or noted and initialed by the Bidder.
200.12 TIME FOR RECEIVING BIDS
Bids received prior to the time of opening will be securely kept unopened. The officer whose
duty it is to open them will decide when the specified time has arrived, and no Bid received
thereafter will be considered.
200.13 OPENING OF BIDS
At the time and place fixed for the opening of Bids, the City will cause to be opened and publicly
read aloud every qualifying Bid received within the time set for receiving Bids, irrespective of
any irregularities therein. Bidders and other persons interested may be present in person or by
representative.
200.14 WITHDRAWAL OF BIDS
Bids (received prior to the time fixed for opening) may be withdrawn on written request by the
Bidder. The Bid Bond of any Bidder withdrawing its Bid in accordance with the foregoing
conditions will be returned with the Bid.
200.16 AWARD OF CONTRACTS AND REJECTION OF BIDS
The Public Improvement Contract (SECTION 00500) shall be awarded as required by law. The
Bidder to whom the award is made shall be notified at the earliest possible date by a Notice of
Award.
200.16 EXECUTION OF CONTRACT
1 . Within ten (10) calendar days after the date of the City's Notice of Award, the successful
Bidder shall execute and deliver to the City a Contract in the form included (SECTION 00500)
in the Contract Documents in such number of copies as the City may require.
2. Insurance documents shall be submitted in accordance with SECTION 00700 and must be
properly completed prior to execution of the contract by the City.
3. The successful Bidder shall, within the period specified in Section 00200.16 Paragraph 1
above, also furnish a Contractor's Performance, Payment and Maintenance Bond in the form
included in the Contract Documents and shall bear the same date as, or a date subsequent
to, the date of the Contract. The power of attorney for the person who signs for any surety
company shall be attached to such Bond.
SECTION 00200
Page 5 of 5
4. The failure of the successful Bidder to execute such Contract and to supply the required
Bond(s) and Insurance within ten (10) calendar days after the date of City's Notice of Award,
or within such extended period as the City may grant, based upon reasons determined
sufficient by the City, shall constitute a default, and the City may either award the Contract
to another Bidder or re-advertise for Bids, and may charge against the defaulting Bidder the
difference between the defaulting Bidder's Bid and the successful Bid, irrespective of whether
the amount thus due exceeds the amount of the Bid Bond. If a more favorable Bid is received
by re-advertising, the defaulting Bidder shall have no claim against the City for a refund.
5. After the Contract, Bonds, Insurance Documents and form for Sales Tax Exemption
Certificate have been properly provided, the City will execute the contract and issue the
Notice to Proceed.
___= END OF SECTION 00200 =___
[Page Intentionally Left Blank]
SECTION 00270
Page 1 of 2
SUBSTITUTION REQUEST FORM
SECTION 00270
270.1 PROJECT INFORMATION
Project: FIVE FLAGS THEATER MASONRY REHABILITATION AND FIRE ESCAPE
PROJECT
SUBMIT REQUESTS FOR SUBSTITUTIONS DURING THE BIDDING PHASE TO:
(Architects Name)
(Title)
(Company Name)
(Address)
(Address)
SUBMISSION DATE:
REQUEST FROM:
1) SPECIFICATION SECTION
SPEC. SEC. NO:
SPEC. SEC. TITLE:
DESCRIPTION:
ARTICLE:
PARAGRAPH:
2) PROPOSED SUBSTITUTION
MANUFACTURER:
TRADE NAME:
MODEL:
SECTION 00270
Page 2 of 2
270.2 ACKNOWLEDGEMENTS AND ATTACHMENTS
In submitting this Request, the undersigned acknowledges and represents that:
• Proposed substitution has been fully investigated and determined to be equal or
superior in all respects to specified product.
• Same warranty will be furnished for proposed substitution as for specified
product.
• Same maintenance service and source of replacement parts, as applicable, is
available.
• Proposed substitution will have no adverse effect on other trades and will not
affect or delay the project schedule.
• Proposed substitution does not affect dimensions and functional clearances.
Attachments: The following attachments are required as part of this submittal request.
1) Product Data, descriptions and specifications necessary for evaluation.
2) Drawings necessary to indicate proper installation in the Work.
3) Tests and Reports consistent with specified performance requirements.
4) Material Samples (if applicable):
SUBMITTED BY:
TITLE:
COMPANY NAME:
TELEPHONE:
EMAIL:
270.3 ENGINEER'S REVIEW AND ACTION
Substitution approved — Make submittals in accordance with Specification
Section for this item.
Substitution rejected — Revise and Resubmit.
Substitution rejected — Use specified materials.
REVIEWED BY:
DATE:
___= END OF SECTION 00270 =___
SECTION 00300
Page 1 of 2
BID PROPOSAL SUBMITTAL CHECKLIST
SECTION 00300
Five Flags Theater Masonry Rehabilitation and Fire Escape Project
300.1 Bid Submittal Check List
Checking your Bid submittal, before filing, against the following checklist will help prevent
minor errors or omissions, which could result in rejection of the Bid because it is non-
responsive.
1 . Bid proposal must be submitted on the form listed below and provided by the City:
LUMP SUM BID PROPOSAL FORM (SECTION 00401)
2. Acknowledge receipt of all addenda on the Bid Proposal Form (SECTION 00401).
3. Bid Proposal Form (SECTION 00401) must be signed by an authorized agent.
4. The Bid Proposal Form (SECTION 00401) must be accompanied in a separate
envelope by a Bid Bond (SECTION 00450) or a certified check made payable to the
"City of Dubuque" in an amount equal to ten percent (10%) of the Bid amount.
5. The Bid Bond (SECTION 00450), if used, must be signed by both the Bidder and the
Surety or surety's agent. Signature of surety's agent must be supported by
accompanying power of attorney.
Bidders shall use the provided City of Dubuque Bid Bond (SECTION 00450). If
an alternative Bid Bond form is submitted by the Bidder and determined by the
City to not be an equivalent bond form then the City may determine the Bid as
non-responsive.
SECTION 00300
Page 2 of 2
6. The Bid Proposal Form and Bid Bond must be submitted in a separate sealed
envelope labeled as follows:
Five Flags Theater- Masonry Rehabilitation and Fire Escape Project
"Sealed Bid" or "Bid Bond"
(Contractor Name)
And addressed to Location for Filing the Bid:
City of Dubuque
Leisure Services Department
2200 Bunker Hill Road
Dubuque, Iowa, 52001
a. Sufficient time should be allowed for Bids to be delivered. Late Bids will not be
considered and will be returned unopened.
b. The Bid Proposal Form must not be qualified in any way or contain any
disclaimers or special conditions, or the Bid may be found nonresponsive.
7. The Bidder Status Form (Section 00460) must be included in the envelope with the
Bid.
8. Include the Contractor Background Information Form (Section 00471) in the
envelope with the Bid, or else indicate on the Bid Proposal Form that an up-to-date
Contractor Background Information Form is on file with the City of Dubuque. An
official list of contractors with forms on file can be viewed at http://a-
dubupue2.civicplus.com/638/Engineering
__ _= END OF SECTION 00300 =_ __
SECTION 00401
Page 1 of 5
LUMP SUM BID PROPOSAL FORM
SECTION 00401
PROJECT: Five Flags Theater Masonry Rehabilitation and Fire Escape Project
405 Main Street
Dubuque, Iowa 52001
BID TO: Office of Leisure Services Department
2200 Bunker Hill
Dubuque, Iowa 52001
BID FROM:
(Company)
(Address)
(City, State, Zip)
(Telephone)
401.1 General
The undersigned Bidder agrees, if the Bid is accepted, to enter into a Contract with the City, in
the form included in the Contract Documents, to perform and furnish the Work as specified or
indicated in the Contract Documents for the Base Bid Lump Sum Price and within the Bid time
indicated in the Contract Documents and in accordance with other terms and conditions of the
Contract Documents.
401.2 Recitals
In submitting this Bid, Bidder represents, as more fully set forth in the Public Improvement
Contract, that:
a. This Bid will remain subject to acceptance for forty-five (45) calendar days after the
day of Bid opening;
b. The City has the right to reject this Bid and to waive any informalities in the bidding;
c. Bidder accepts the provisions to the Instructions to Bidders regarding dispositions of
Bid Security;
d. Bidder will sign and submit the Public Improvement Contract with the Bond and other
documents required by the Contract Documents within ten (10) calendar days after
the date of City's Notice of Award;
The Bidder hereby certifies that they are the only person or persons interested in this proposal
as principals; that an examination has been made of the plans, specifications, contract form,
including the special provision contained herein, and the work site, and the Bidder understands
that the quantities of work shown herein are approximate only and are subject to increase or
decrease; and further understands that all quantities of work, whether increased or decreased,
SECTION 00401
Page 2 of 5
are to be performed at the lump sum price as stipulated herein; the Bidder proposes to furnish
all necessary machinery, equipment, tools, labor and other means of construction, and to
furnish all materials specified in the manner and time prescribed and to do the work at the
prices herein set out.
401.3 Bidder's Acknowledgment
In submitting this Bid this Bidder acknowledges and represents that:
1) Bidder has examined copies of all the Contract Documents;
2) Bidder has visited the Place of Work and become familiar with the general, local,
and site conditions;
3) Bidder is familiar with federal, State, and local laws, ordinances and regulations
that govern the work specified by the Contract Documents;
4) Bidder has correlated the information known to the Bidder, observations obtained
from the examination of the site, reports and drawings identified in the Contract
Documents and additional investigations, explorations, tests, studies and data
within the Contract Documents;
5) The Bid is genuine and not made in interest of or on the behalf of an undisclosed
person, firm or corporation;
6) This Bid is not made in the interest of or on behalf of an undisclosed person, firm
or corporation; Bidder has not directly or indirectly induced or solicited another
Bidder to submit a false or sham Bid; Bidder has not solicited or induced a person,
firm or corporation to refrain from Bidding; and Bidder has not sought by collusion
to obtain for itself an advantage over another Bidder or over City;
7) Local and State sales and use taxes are not included in the Bid Amount.
SECTION 00401
Page 3 of 5
401.4 Base Bid Amount
Bidder will complete the work in accordance with the Contract Documents for the following:
Lump Sum Base Bid Amount $ (figures)
(use words)
Any written exclusions on the Bid Form may render the Bid as nonresponsive and may
result in a rejection of the Bid by the City.
401.6 Alternate Bids
Not Applicable
401.6 Unit Prices
For changing specified quantities of work during the execution of the Project, from those
indicated by the Contract Documents, upon written Change Order issued by the City, the unit
prices indicated below shall prevail. The unit prices include all labor, overhead and profit,
materials, equipment, appliances, bailing, shoring, shoring removal, etc. to complete the Work.
Only a single unit price shall be given and it will apply to either more or less work than that
shown in the Contract Documents or included in the Base Bid. In the event of more or less
units are required to complete the work as so indicated or included in the Base Bid, a change
order will be issued for the increased or decreased amount of units. Unit prices may be applied
at the City's option in the event that additions to or deductions from the work required by the
Contract Documents are ordered by the City.
The Unit Prices below will not be used by the City for determining the low bid amount.
a. Unit Cost per Selective Brick Replacement
Unit Cost shall include all required access, material and labor to complete the work for
replacement of one individual brick.
$ per Selective Brick Replacement
SECTION 00401
Page 4 of 5
401.7 Timeliness
Bidder agrees that the work shall be Substantially Complete and made ready for final payment
in accordance with Contract Documents no later than the date(s) indicated in Section 00800 –
Construction Schedule and Agreed Cost of Delay.
401.8 Additional Documents To Be Submitted With Bid
The following additional documents are included and made a condition of this Bid:
A. Bid Bond Section (00450)—or other approved Bid Security.
Accompanying this Bid in a separate sealed envelope is a Bid Bond, cashier's check, or
certified check in the penal sum of ten percent (10%) of the submitted Bid. It is
understood that the Bid security will be retained in the event a contract is not executed
by the Contractor if award is made to the undersigned. If a Bid Bond is submitted it must
be executed by the Bidder and acceptable corporate surety. If a Cashier's check or
certified check is submitted it must be made payable to the City Treasurer, City of
Dubuque, drawn on a bank in Iowa or a bank chartered under the laws of the United
States.
B. Bidder Status Form (Section 00460)
C. Contractor Background Information (Section 00471)
❑ Yes Contractor Background Information has been included with the Bid.
- OR -
❑ Yes Contractor Background Information is on file with the City of Dubuque.
401.9 Contract Execution
The Bidder further agrees to execute a formal contract and Bond, within ten (10) calendar days
after the date of the City's Notice of Award. The Bidder also agrees it will commence work on
or before (10) calendar days after the date of City's Notice to Proceed, and it will complete the
work within the specified contract period or pay the Agreed Cost of Delay stipulated in the
Contract Documents.
401.10 Questions and Interpretations
Failure by the Bidder to request clarification of the Contract Documents during the bidding
process does not waive the responsibility for comprehension of the documents and
performance of the work in accordance with the Contract Documents. Signing of the Bid
Proposal Form constitutes the Contractor's certification as implicitly denoting thorough
comprehension of intent of the Contract Documents.
SECTION 00401
Page 5 of 5
401.11 Addenda
The Bidder acknowledges receipt of the following addenda:
Dated:
Dated:
Dated:
Dated:
401.12 Signatures
Contractor:
Dated:
Contractor Name
Street (Business Location)
Street (Business Location)
City
State Zip
Dated:
Signature
Title
The Bidder's State of does ( )/ does not ( ) utilize a percentage preference for in-state
Bidders. The amount of preference is percent.
___= END OF SECTION 00401 =___
[Page Intentionally Left Blank]
SECTION 00450
Page 1 of 1
BID BOND
SECTION 00450
We as Principal (Contractor), and
, as Surety, are
held and firmly bound unto the City of Dubuque, Iowa (City), in the sum of
$ (10% of the Bid amount), for the
(use numbers)
payment of which sum well and truly to be made, we bind ourselves, our heirs, executors,
administrators, and successors, jointly and severally, firmly by these presents. The condition of this
obligation is such that whereas the Principal has submitted the accompanying Bid, dated
day of , 20 for
Five Flags Theater Masonry Rehabilitation and Fire Escape Project (Project).
NOW, THEREFORE, if the Principal shall not withdraw said Bid within the period specified
therein during the opening of same, or if no period specified, within thirty (30) days after said
opening, and must within the period specified therefore, if no period be specified, within ten (10)
days after date of City's Notice of Award, enter into a the Public Improvement Contract with the City,
in accordance with the Bid as accepted, and give Bond with good and sufficient surety or sureties,
as may be required for the faithful performance and proper fulfillment of such Contract, then the
above obligation shall be void and of no effect, otherwise to remain in full force.
The full amount of this Bid Bond will be forfeited to the City as an Agreed Cost of Delay in
the event that the Principal fails to execute the contract and provide the Bond as provided in the
Contract Documents or by law.
IN WITNESS WHEREOF, the above parties have executed this instrument under their
several seals this day of , 20 the name and
corporate seal of each corporate party being hereto affixed and duly signed by its undersigned
representative pursuant to authority of its governing body.
PRINCIPAL: SURETY:
Contractor Name Surety Name
By: By:
Signature Signature
Title Title
Date Date
___= END OF SECTION 00460 =___
[Page Intentionally Left Blank]
SECTION 00460
Page 1 of 2
Bidder Status Form
SECTION 00460
To be completed by all Bidders Part A
Please answer"Yes"or"No"for each of the following:
❑ Yes ❑ No My company is authorized to transact business in Iowa.
(To help you determine if your company is authorized, please review the worksheet on the next page).
❑Yes ❑No My company has an office to transact business in Iowa.
❑Yes ❑No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail.
❑Yes ❑No My company has been conducting business in Iowa for at least 3 years prior to the first request for Bids on this
project.
❑Yes ❑No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would
quality as a resident Bidder in Iowa.
If you answered "Yes"for each question above, your company qualifies as a resident Bidder. Please complete
Parts B and D of this form.
If you answered "No"to one or more questions above, your company is a non-resident Bidder. Please complete
Parts C and D of this form.
To be completed by all resident Bidders Part B
My company has maintained offices in Iowa during the past 3 years at the following addresses:
Dates: to Address:
(mm/dd/yyyy) City, State, Zip:
Dates: to Address:
(mm/dd/yyyy) City, State, Zip:
Dates: to Address:
(mm/dd/yyyy) City, State, Zip:
You may attach additional sheet(s) if needed.
To be completed by all non-resident Bidders Part C
Name of your home state or foreign country reported to the Iowa Secretary of State.
Does your company's home state or foreign country offer preferences to Bidders who are residents? ❑ Yes ❑ No
If you answered "Yes"to question 2, identify each preference offered by your company's home state or foreign country and the
appropriate legal citation.
You may attach additional sheet(s) if needed.
To be completed by all Bidders Part D
I certify that the statements made on this document are true and complete to the best of my knowledge and I know
that my failure to provide accurate and truthful information may be a reason to reject my Bid.
Firm Name:
Signature: Date:
You must submit the complete form to the government body requesting Bids per 875 Iowa Administrative Code Chapter 156
This Form has been approved by the Labor Commissioner
309-6001 02-14
SECTION 00460
Page 2 of 2
Worksheet: Authorization to Transact Business
This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following
describes your business, you are authorized to transact business in Iowa.
❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor.
❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes.
❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint
venture parties are residents of Iowa for Iowa income tax purposes.
❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the
Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution.
❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the
corporation has received a certificate of authority from the Iowa secretary of state, has filed its most recent
biennial report with the secretary of state, and has neither received a certificate of withdrawal from the
secretary of state nor had its authority revoked.
❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the
statement has not been canceled.
❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than
Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed.
❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of
limited partnership in this state, and has not filed a statement of termination.
❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited
partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership
has received notification from the Iowa secretary of state that the application for certificate of authority has
been approved and no notice of cancellation has been filed by the limited partnership or the limited liability
limited partnership.
❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a
statement of termination.
❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa,
has received a certificate of authority to transact business in Iowa and the certificate has not been revoked
or canceled.
___= END OF SECTION 00460 =___
SECTION 00471
Page 1 of 12
SECTION 00471
CONTRACTOR BACKGROUND INFORMATION
FOR SMALL CONTRACTS (Between $25,000 and $3,000,000)
All questions must be answered clearly and comprehensively. If necessary, questions may be
answered on separate attached sheets. The Bidder may submit any additional information that it
deems necessary.
1. SUBMITTED BY:
Official Name of Firm:
Address:
2. CONTRACTOR'S CONTACT INFORMATION:
Contact Person:
Title:
Phone:
Email:
3. TYPE OF ORGANIZATION:
❑ SOLE PROPRIETORSHIP
Name of Owner:
Doing Business As:
Date of Organization:
❑ PARTNERSHIP
Date of Organization:
Type of Partnership:
Name of General Partner(s):
SECTION 00471
Page 2 of 12
❑ CORPORATION
State of Organization:
Date of Organization:
Executive Officers:
- President:
- Vice President(s):
- Treasurer:
- Secretary:
❑ LIMITED LIABILITY COMPANY
State of Organization:
Date of Organization:
Members:
❑ JOINT VENTURE
State of Organization:
Date of Organization:
Form of Organization:
Joint Venture Managing Partner
- Name:
- Address:
Joint Venture Managing Partner
- Name:
- Address:
SECTION 00471
Page 3 of 12
Joint Venture Managing Partner
- Name:
- Address:
❑ Other
State of Organization:
Name of Organization:
Form of Organization:
Date of Organization:
Principal
- Name:
- Title:
- Address:
A. How many years has your organization been in business as a contractor?
years.
B. How many years have you been engaged in the contracting business under your
present firm or trade name? years.
C. Under what other or former names does or has your organization operated?
4. CERTIFICATIONS: CERTIFIED BY:
Disadvantage Business Enterprise:
Minority Business Enterprise:
Woman Owned Enterprise:
Small Business Enterprise:
Other:
SECTION 00471
Page 4 of 12
5. BONDING INFORMATION:
Bonding Company:
Address:
Bonding Agent:
Address:
Contact Name:
Phone:
Aggregate Bonding Capacity:
Available Bonding Capacity as of date of this submittal:
6. CONSTRUCTION EXPERIENCE:
A. Current Experience:
List on Schedule A all uncompleted projects currently under contract.
B. Previous Experience:
List on Schedule B at least three (3) projects completed within the last three (3)
years that had a similar scope of work.
In the past eight (8) years has the firm listed in Section 1 ever failed to complete a
construction contract awarded to it? If YES, add an Attachment that provides details of
the circumstances and include Project Owner's contact information.
❑ NO ❑YES
Do you have direct related project experience? If no direct related project experience,
add an Attachment that explain how you intend to complete the contract
❑ NO ❑YES
Have you ever been found not to be a responsible Bidder under Iowa
Code Chapter 26? If YES, add an Attachment that provides details of the circumstances
and include Project Owner's contact information.
❑ NO ❑YES
SECTION 00471
Page 5 of 12
In the past eight (8) years has any Corporate Officer, Partner, Joint Venture
participant or Proprietor ever failed to complete a construction contract awarded to
them in their name or when acting as a principal of another entity? If YES, add an
Attachment that provides details of the circumstances and include Project Owner's contact
information.
❑ NO ❑ YES
Are there any judgments, claims, disputes or litigation pending or outstanding with
an individual value greater than $200,000 involving the firm listed in Section 1 or any
of its officers (or any of its partners if a partnership or any of the individual entities if
a joint venture)? If YES, add an Attachment that provides details of the circumstances and
include Project Owner's contact information.
❑ NO ❑YES
Have you ever been declared in default under a performance Bond in the last five (5)
years? If YES, add an Attachment that provides details of the circumstances and include
the name and contact person of the owner(s) of the project and the contact person at the
surety/Bonding company.
❑ NO ❑YES
Are you currently being investigated for or have previously violated in the last five
years any of the following state or federal laws: Iowa Minimum Wage Act, Iowa Non-
English Speaking Employees Act, Iowa Child Labor Act, Iowa Labor Commissioner's
Right to Inspect Premises, Iowa Compensation Insurance Act, Employment Security
Act, Iowa Competition Act, Iowa Income, Corporate and Sales Tax Code, Iowa
Employee Registration Requirements, Iowa Hazardous Chemical Risks Act, Iowa
Wage Payment Collection Act, Federal Income and Corporate Tax Code, The
National Labor Relations Act, The Drug-Free Workplace Act, the Employee
Retirement Insurance Security Act, Title VI of the Civil Rights Act of 1964, The Fair
Labor Standards Act: If YES, add an Attachment that provides details of the
circumstances and explain.
❑ NO ❑YES
SECTION 00471
Page 6 of 12
7. SAFETY PROGRAM:
Name of Contractor's Safety Officer:
Name of Contractor's Safety
Officer assigned to the project:
Include the following as attachments:
A. Provide as an Attachment Contractor's OSHA No. 300- Log & Summary of
Occupational Injuries & Illnesses for the past 2 years. Contractor must submit the
same information for all proposed Subcontractors performing Work having a value in
excess of 10 percent of the total bid amount, within 72 hours after the bid opening.
B. Provide as an Attachment Contractor's list of all OSHA Citations & Notifications
of Penalty (monetary or other) received within the last 2 years (indicate disposition
as applicable) - IF NONE SO STATE. Contractor must submit the same information
for all proposed Subcontractors performing Work having a value in excess of 10
percent of the total bid amount, within 72 hours after the bid opening.
C. Provide as an Attachment Contractor's list of all safety citations or violations
under any state all received within the last 2 years (indicate disposition as
applicable) - IF NONE SO STATE. Contractor must submit the same information for
all proposed Subcontractors performing Work having a value in excess of 10 percent
of the total bid amount, within 72 hours after the bid opening.
D. Provide the following for the firm listed in Section 3 (attach additional sheets as
necessary) the following (Contractor must submit the same information for all
proposed Subcontractors performing Work having a value in excess of 10 percent of
the total bid amount, within 72 hours after the bid opening):
Workers' compensation Experience Modification Rate (EMR) for the last 2 years:
YEAR EMR
YEAR EMR
Total Recordable Frequency Rate (TRFR) for the last 2 years:
YEAR TRFR
YEAR TRFR
Total number of man-hours worked for the last 2 Years:
YEAR TOTAL NUMBER OF MAN-HOURS
YEAR TOTAL NUMBER OF MAN-HOURS
SECTION 00471
Page 7 of 12
8. EQUIPMENT:
Within 72 hours after the bid opening, provide a statement that explains the
contractual relationship between the firm listed in Section 3 and the owners of major
pieces of equipment that will be utilized on this project.
MAJOR EQUIPMENT:
List on Schedule C all pieces of major equipment available for use on this Project.
I HEREBY CERTIFY THAT THE INFORMATION SUBMITTED HEREWITH, INCLUDING ANY
ATTACHMENTS, IS TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT THE
CITY OF DUBUQUE MAY RELY ON THE INFORMATION PROVIDED.
NAME OF ORGANIZATION:
SIGNATURE:
NAME:
TITLE:
DATED:
NOTARY ATTEST:
SUBSCRIBED AND SWORN TO BEFORE ME
THIS DAY OF , 20_
NOTARY PUBLIC - STATE OF
MY COMMISSION EXPIRES:
REQUIRED ATTACHMENTS:
1 . Schedule A (Current Experience).
2. Schedule B (Previous Experience).
3. Evidence of authority for individuals listed in Section 3 to bind organization to a Contract.
4. Resumes of officers and key individuals (including Safety Officer) of firm named in Section 1 .
5. Additional items as needed to complete background information request.
SECTION 00471
Page 8 of 12
SCHEDULE A
PROJECTS CURRENTLY UNDER CONTRACT
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Complete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Com lete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Com lete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Complete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Com lete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Complete: Contract Amount:
SECTION 00471
Page 9 of 12
SCHEDULE A
PROJECTS CURRENTLY UNDER CONTRACT
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Complete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Com lete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Com lete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Complete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Com lete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Complete: Contract Amount:
SECTION 00471
Page 10 of 12
SCHEDULE B
PREVIOUS EXPERIENCE Include ALL Similar Projects
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Complete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Com lete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Com lete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Complete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Com lete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Complete: Contract Amount:
SECTION 00471
Page 11 of 12
SCHEDULE B
PREVIOUS EXPERIENCE Include ALL Similar Projects
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Complete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Com lete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Com lete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Complete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Com lete: Contract Amount:
Project Name:
Project Information
Project Type:
Contract Start Date: Contract End Date:
Percent Complete: Contract Amount:
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SECTION 00500
Page 1 of 6
PUBLIC IMPROVEMENT CONTRACT
SECTION 00500
Five Flags Theater Masonry Rehabilitation and Fire Escape Project
THIS IMPROVEMENT CONTRACT (the Contract), made in triplicate, dated for references
purposes the day of , 20 between the City of Dubuque, Iowa, by its
City Manager, through authority conferred upon the City Manager by its City Council (City), and
Contractor Name (Contractor).
For and in consideration of the mutual covenants herein contained, the parties hereto agree
as follows:
CONTRACTOR AGREES:
1 . To furnish all material and equipment and to perform all labor necessary for the
(Project Name) (Project).
2. CONTRACT DOCUMENTS
A. The Contract Documents consist of the following:
1 . Project Title Page (Section 00100).
2. Project Directory Page (Section 00101).
3. This Public Improvement Contract (Section 00500).
4. Performance, Payment, and Maintenance Bond (Section 00600).
5. Out-of-State Contractor Bond (Section 00610).
6. Other Bonds:
a. _(Bond Name)_ (pages_ to _ , inclusive).
b. _(Bond Name)_ (pages_ to _ , inclusive).
C. _(Bond Name)_ (pages_ to _ , inclusive).
7. The Iowa Statewide Urban Design And Specifications (SUDAS) 2015 Edition.
8. CITY OF DUBUQUE Supplemental Specifications 2015 Edition.
9. Other Standard and Supplementary Specifications as listed on the Title Page of the
Contract Document Manual.
10.Special Provisions included in the project Contract Document Manual.
11 . Drawings —Sheet No._ through No. (00 pages) or drawings consisting of
sheets bearing the following general title:
12.Addenda (numbers_ to _ , inclusive).
13. Insurance Provisions and Requirements (Section 00700).
14.Sales Tax Exemption Certificate (Section 00750).
15.Site Condition Information (Section 00775).
16.Construction Schedule and Agreed Cost of Delay (Section 00800).
SECTION 00500
Page 2 of 6
17. Erosion Control Certificate (Section 00900).
18.Consent Decree (Section 01000).
19.Other Project Information and Permits (Section 01100 - 00000).
20. Exhibits to this Contract (enumerated as follows):
a. Contractor's Bid (pages_ to _, inclusive).
b. Bidder Status Form (Section 00460).
c. Contractor Background Information Form (Section 00471)
d. The following documentation that must be submitted by Contractor prior to Notice
of Award.
i.
ii.
iii.
e. None.
21 .The following which may be delivered or issued on or after the Effective Date of the
Agreement:
a. Notice to Proceed (Section 00850).
b. Project Certification Page (Section 00102).
c. Change Orders (Not attached to this agreement).
There are no other Contract Documents. The Contract Documents may only be amended,
modified, or supplemented as provided in General Conditions.
3. All materials used by the Contractor in the Project must be of the quality required by the
Contract Documents and must be installed in accordance with the Contract Documents.
4. The Contractor must remove any materials rejected by the City as defective or improper, or
any of said work condemned as unsuitable or defective, and the same must be replaced or
redone to the satisfaction of the City at the sole cost and expense of the Contractor.
5. Five percent (5%) of the Contract price will be retained by the City for a period of thirty (30)
days after final completion and acceptance of the Project by the City Council to pay any claim
by any party that may be filed for labor and materials done and furnished in connection with
the performance of this Contract and for a longer period if such claims are not adjusted within
that thirty (30) day period, as provided in Iowa Code Chapter 573 or Iowa Code Chapter 26.
The City will also retain additional sums to protect itself against any claim that has been filed
against it for damages to persons or property arising through the prosecution of the work and
such sums will be held by the City until such claims have been settled, adjudicated or
otherwise disposed of.
6. The Contractor has read and understands the Contract Documents herein referred to and
agrees not to plead misunderstanding or deception related to estimates of quantity,
character, location or other conditions for the Project.
7. In addition to any warranty provided for in the specifications, the Contractor must also fix any
other defect in any part of the Project, even if the Project has been accepted and fully paid
SECTION 00500
Page 3 of 6
for by the City. The Contractor's maintenance bond will be security for a period of two years
after the issuance of the Certificate of Substantial Completion.
8. The Contractor must fully complete the Project under this Contract on or before the date
indicated in the Construction Schedule and Agreed Cost of Delay Section of the Contract
Documents.
9. INDEMNIFICATION FROM THIRD PARTY CLAIMS. To the fullest extent permitted by law,
Contractor shall defend, indemnify and hold harmless City, its officers and employees, from
and against all claims, damages, losses and expenses claimed by third parties, but not
including any claims, damages, losses or expenses of the parties to this Contract, including
but not limited to attorneys' fees, arising out of or resulting from performance of this Contract,
provided that such claim, damages, loss or expense is attributable to bodily injury, sickness,
disease or death, or injury to or destruction of property, including loss of use resulting there
from, but only to the extent caused in whole or in part by negligent acts or omissions of
Contractor, or anyone directly or indirectly employed by Contractor or anyone for whose acts
Contractor may be liable, regardless of whether or not such claim, damage, loss or expense
is caused in part by a party indemnified hereunder.
10. The Contractor hereby represents and guarantees that it has not, nor has any other person
for or in its behalf, directly or indirectly, entered into any arrangement or Contract with any
other Bidder, or with any public officer, whereby it has paid or is to pay any other Bidder or
public officer any sum of money or anything of value whatever in order to obtain this Contract;
and it has not, nor has another person for or in its behalf directly or indirectly, entered into
any Contractor arrangement with any other person, firm, corporation or association which
tends to or does lessen or destroy free competition in the award of this Contract and agrees
that in case it hereafter be established that such representations or guarantees, or any of
them are false, it will forfeit and pay not less than ten percent (10%) of the Contract price but
in no event less than $2,000.00 (Two Thousand Dollars) to the City.
11 . The surety on the Bond furnished for this Contract must, in addition to all other provisions,
be obligated to the extent provided for by Iowa Code 573.6 relating to this Contract, which
provisions apply to said Bond.
12. The Contractor agrees, and its Bond is surety therefore, that after the Certificate of
Substantial Completion has been issued by the City, it will keep and maintain the Project in
good repair for a period of two (2) years.
13. The Project must be constructed in strict accordance with the requirements of the laws of the
State of Iowa, and the United States, and ordinances of the City of Dubuque, and in
accordance with the Contract Documents.
A. All applicable standards, orders, or regulations issued pursuant to the Clean Air Act of
1970 (42 U. S. C. 1958 (H) et. seq.) and the Federal Water Pollution Act (33 U. S. C.
1368 et. seq.) as amended, Executive Order 11738, and Environmental Protection
Agency regulations (40 CFR, Part 15). Contractor must comply with Section 103 and
107 of the Contract Work Hours and Safety Standards Act (40 USC 327-330) and
Department of Labor Regulations (29 CFR, Part 5).
B. The City and the Contractor agree to comply with all provisions of the Davis-Bacon
Federal Prevailing Wage Act, if applicable, and related labor requirements and
regulations and the Federal Wage Determination for this Project.
SECTION 00500
Page 4 of 6
C. Equipment or products authorized to be purchased with federal funding awarded for this
Contract must be American-made to the maximum extent feasible, in accordance with
Public Law 103-121 , Sections 606(a) and (b).
D. The City of Dubuque in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat.
252, 42 U.S.C. 2000d-2000d-4 and Title 49, Code of Federal Regulations, Department
of Transportation, Subtitle A, Office of the Secretary, Part 21 , Nondiscrimination in
Federally assisted programs of the Department of Transportation issued pursuant to
such Act, hereby notifies all bidders that it will affirmatively insure that in any contract
entered into pursuant to this advertisement, minority business enterprises will be
afforded full opportunity to submit bids in response to this invitation and will not be
discriminated against on the grounds of race, color, national origin, sex, age, or disability
in consideration for an award.
CONSENT DECREE
RELATING TO THE PROJECT
14. ❑ THIS CONTRACTOR IS PERFORMING WORK FOR THE CITY OF DUBUQUE RELATED TO
THE WATER & RESOURCE RECOVERY CENTER OR THE SANITARY SEWER
COLLECTION SYSTEM. THEREFORE, THE CONSENT DECREE AND THIS SECTION ARE
APPLICABLE.
CITY CONTRACTOR
�[ THIS CONTRACTOR IS NOT PERFORMING WORK FOR THE CITY OF DUBUQUE
w� RELATED TO THE WATER & RESOURCE RECOVERY CENTER OR THE SANITARY
SEWER COLLECTION SYSTEM. THEREFORE THE CONSENT DECREE AND THIS
SECTION ARE NOT APPLICABLE.
The City has entered into a Consent Decree in the case of The United States of America, and the State
of Iowa v. The City of Dubuque, Iowa, Civil Action Number Case 2:11-cv-01011-EMJ, Civil Action
Number 2008V00041, DOJ Case Number 90-5-1-1-09339, United States District Court for the Northern
District of Iowa. The provisions of the Consent Decree apply to and are binding upon the City and its
officers, directors, employees, agents, servants, successors, assigns, and all persons, firms and
corporations under contract with the City to perform the obligations of the Consent Decree.
The City is required to provide a copy of the Consent Decree to any contractor or consultant retained to
perform work required by the Consent Decree.
A copy of the Consent Decree is included in the Contract Documents and can be viewed at
http://www.citvofdubuque.org/DocumentCenter/Home/View/3173. A hard copy is available upon
request at the City's Engineering Department Office.
The City must condition any contract to perform work required under the Consent Decree upon
performance of the work in conformity with the provisions of the Consent Decree.
The Consent Decree also provides that until five (5) years after the termination of the Consent Decree,
the City must retain, and must instruct its contractors and agents to preserve, all non-identical copies of
all documents, reports, data, records, or other information (including documents, records, or other
SECTION 00500
Page 5 of 6
information in electronic form) in its or its contractors' or agents' possession or control, or that come into
its or its contractors' or agents' possession or control, and that relate in any manner to the City's
performance of its obligations under this Consent Decree, including any underlying research and
analytical data. This information-retention period, upon request by the United States or the State, the
City must provide copies of any documents, reports, analytical data, or other information required to be
maintained under the Consent Decree. At the conclusion of the information-retention period, the City
must notify the United States and the State at least ninety (90) Days prior to the destruction of any
documents, records, or other information subject to such requirements and, upon request by the United
States or the State, the City must deliver any such documents, records, or other information to the EPA
or IDNR.
CERTIFICATION BY CONTRACTOR
The undersigned, on behalf of the Contractor, with full authority to act on behalf of the Contractor,
certifies to the City of Dubuque as follows:
1 . I have received a copy of the Consent Decree in the case of The United States of
America, and the State of Iowa v. The City of Dubuque, Iowa, Civil Action Number
Case 2:11-cv-01011-EMJ, Civil Action Number2008V00041 , DOJ Case Number 90-
5-1-1-09339, United States District Court for the Northern District of Iowa.
2. All work performed will be in conformity with the provisions of the Consent Decree.
3. All documents reports, data, records, or other information (including documents,
records, or other information in electronic form) that relate in any manner to the
performance of obligations under the Consent Decree, including any underlying
research and analytical data, will be retained as required by the Consent Decree.
4. The Contractor agrees to defend, indemnify, and hold harmless the City, its officers,
agents, or employees from and against any claims, including penalties, costs and
fees as provided in the Consent Decree, relating to or arising out of the Contractor's
failure to comply with the Consent Decree.
CONTRACTOR:
Contractor
By:
Signature
Printed Name
Title
Date
SECTION 00500
Page 6 of 6
THE CITY AGREES:
15. Upon the completion of the Contract, and the acceptance of the Project by the City Council,
and subject to the requirements of law, the City agrees to pay the Contractor as full
compensation for the complete performance of this Contract, the amount determined for
the total work completed at the price(s) stated in the Contractor's Bid Proposal and less
any Agreed Cost of Delay provided for in the Contract Documents.
CONTRACT AMOUNT $ Contract Amount
CITY OF DUBUQUE, IOWA:
Department
By:
Signature
Printed Name
Title
Date
CONTRACTOR:
Contractor
By:
Signature
Printed Name
Title
Date
___= END OF SECTION 00600 =___
SECTION 00600
Pagel of 4
PERFORMANCE, PAYMENT AND MAINTENANCE BOND
SECTION 00600
KNOW ALL BY THESE PRESENTS:
That we, as
Principal (hereinafter the "Contractor" or "Principal") and
, as Surety are held and firmly bound unto the City
of Dubuque, Iowa, as Obligee (hereinafter referred to as "Owner"), and to all persons who may be
injured by any breach of any of the conditions of this Bond in the penal sum of
dollars
($ ), lawful money of the United States, for the payment of which sum, well
and truly to be made, we bind ourselves, our heirs, legal representatives and assigns, jointly or
severally, firmly by these presents.
The conditions ofthe above obligations are such that whereas said Contractor entered into a contract
with the Owner, bearing date the day of , 2016, (hereinafter the
"Contract") wherein said Contractor undertakes and agrees to construct the following project in
accordance with the Contract Documents, and to faithfully perform all the terms and requirements of
said Contract within the time therein specified, in a good and workmanlike manner, and in accordance
with the Contract Documents. The Contract Documents for
Project detail the following described
improvements:
Exterior masonry rehabilitation and fire escape repairs
It is expressly understood and agreed by the Contractor and Surety in this Bond that the following
provisions are a part of this Bond and are binding upon said Contractor and Surety, to-wit:
1 . PERFORMANCE: The Contractor shall well and faithfully observe, perform, fulfill, and abide
by each and every covenant, condition, and part of said Contract and Contract Documents,
by reference made a part hereof, for the project, and shall indemnify and save harmless the
Owner from all outlay and expense incurred by the Owner by reason of the Contractor's
default of failure to perform as required. The Contractor shall also be responsible for the
default or failure to perform as required under the Contract and Contract Documents by all
its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in
the performance of the Contract.
2. PAYMENT: The Contractor and the Surety on this Bond hereby agreed to pay all just claims
submitted by persons, firms, subcontractors, and corporations furnishing materials for or
performing labor in the performance of the Contract on account of which this Bond is given,
SECTION 00600
Page 2 of 4
including but not limited to claims for all amounts due for labor, materials, lubricants, oil,
gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor
or any subcontractor, wherein the same are not satisfied out of the portion of the contract
price the Owner is required to retain until completion of the improvement, but the Contractor
and Surety shall not be liable to said persons, firms, or corporations unless the claims of said
claimants against said portion of the contract price shall have been established as provided
by law. The Contractor and Surety hereby bind themselves to the obligations and conditions
set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as
though fully set out herein.
3. MAINTENANCE: The Contractor and the Surety on this Bond hereby agree, at their own
expense:
A. To remedy any and all defects that may develop in or result from work to be performed
under the Contract Documents within the period of two (2) year(s) from the date of
acceptance of the work under the Contract, by reason of defects in workmanship,
equipment installed, or materials used in construction of said work;
B. To keep all work in continuous good repair; and
C. To pay the Owner's reasonable costs of monitoring and inspection to assure that any
defects are remedied, and to repay the Owner all outlay and expense incurred as a
result of Contractor's and Surety's failure to remedy any defect as required by this
section.
Contractor's and Surety's Contract herein made extends to defects in workmanship or
materials not discovered or known to the Owner at the time such work was accepted.
4. GENERAL: Every Surety on this Bond shall be deemed and held bound, any contract to the
contrary notwithstanding, to the following provisions:
A. To consent without notice to any extension of time authorized in approved change
orders to the Contractor in which to perform the Contract;
B. To consent without notice to any change in the Contract or Contract Documents,
authorized in approved change orders which thereby increases the total contract price
and the penal sum of this Bond, provided that all such changes do not, in the aggregate,
involve an increase of more than twenty percent (20%) of the total contract price, and
that this Bond shall then be released as to such excess increase;
C. To consent without notice that this Bond shall remain in full force and effect until the
Contract is completed, whether completed within the specified contract period, within
an extension thereof, or within a period of time after the contract period has elapsed
and the liquidated damage penalty is being charged against the Contractor.
SECTION 00600
Page 3 of 4
The Contractor and every Surety on the Bond shall be deemed and held bound, any contract to the
contrary notwithstanding, to the following provisions:
D. That no provision of this Bond or of any other contract shall be valid that limits to less
than five (5) years after the acceptance of the work under the Contract the right to sue
on this Bond.
E. That as used herein, the phrase "all outlay and expense" is not to be limited in any way,
but shall include the actual and reasonable costs and expenses incurred by the Owner
including interest, benefits, and overhead where applicable. Accordingly, "all outlay and
expense" would include but not be limited to all contract or employee expense, all
equipment usage or rental, materials, testing, outside experts, attorney's fees (including
overhead expenses of the Owner's staff attorneys), and all costs and expenses of
litigation as they are incurred by the Owner. It is intended the Contractor and Surety
will defend and indemnify the Owner on all claims made against the Owner on account
of Contractor's failure to perform as required in the Contract and Contract Documents,
that all agreements and promises set forth in the Contract and Contract Documents, in
approved change orders, and in this Bond will be fulfilled, and that the Owner will be
fully indemnified so that it will be put into the position it would have been in had the
Contract been performed in the first instance as required.
In the event the Owner incurs any "outlay and expense" in defending itself against any claim as to
which the Contractor or Surety should have provided the defense, or in the enforcement of the
promises given by the Contractor in the Contract, Contract Documents, or approved change orders,
or in the enforcement of the promises given by the Contractor and Surety in this Bond, the
Contractor and Surety agree that they will make the Owner whole for all such outlay and expense,
provided that the Surety's obligation under this Bond shall not exceed one hundred twenty-five
percent (125%) of the penal sum of this Bond.
In the event that any actions or proceedings are initiated regarding this Bond, the parties agree that
the venue thereof shall be Dubuque County, State of Iowa. If legal action is required by the Owner
to enforce the provisions of this Bond or to collect the monetary obligation incurring to the benefit of
the Owner, the Contractor and the Surety agree, jointly, and severally, to pay the Owner all outlay
and expense incurred therefor by the Owner. All rights, powers, and remedies of the Owner
hereunder shall be cumulative and not alternative and shall be in addition to all rights, powers, and
remedies given to the Owner, by law. The Owner may proceed against surety for any amount
guaranteed hereunder whether action is brought against the Contractor or whether Contractor is
joined in any such action(s) or not.
NOW THEREFORE, the condition of this obligation is such that if said Principal shall faithfully perform
all the promises of the Principal, as set forth and provided in the Contract, in the Contract Documents,
and in this Bond, then this obligation shall be null and void, otherwise it shall remain in full force and
effect.
SECTION 00600
Page 4 of 4
When a work, term, or phrase is used in this Bond, it shall be interpreted or construed first as defined
in this Bond, the Contract, or the Contract Documents; second, if not defined in the Bond, Contract,
or Contract Documents, it shall be interpreted or construed as defined in applicable provisions of the
Iowa Code; third, if not defined in the Iowa Code, it shall be interpreted or construed according to its
generally accepted meaning in the construction industry; and fourth, if it has no generally accepted
meaning in the construction industry, it shall be interpreted or construed according to its common or
customary usage.
Failure to specify or particularize shall not exclude terms or provisions not mentioned and shall not
limit liability hereunder. The Contract and Contract Documents are hereby made a part of this Bond.
Project No.
Witness our hands, in triplicate, this day of 12016.
SURETY COUNTERSIGNED BY:
FORM APPROVED BY:
Signature of Agent
Representative for Owner
Printed Name of Agent
SURETY:
Company Address
Surety Company
City, State, Zip Code
By:
Signature Attorney-in-Fact Officer
Company Telephone Number
PRINCIPAL: Printed Name of Attorney-in-Fact Officer
Contractor Company Name
By. Signature Company Address
Printed Name City, State, Zip Code
Title Company Telephone Number
NOTE:
1 . All signatures on this performance, payment, and maintenance Bond must be original
signatures in ink; copies, facsimile, or electronic signatures will not be accepted.
2. This Bond must be sealed with the Surety's raised, embossing seal.
3. The name and signature of the Surety's Attorney-in-Fact/Officer entered on this Bond
must be exactly as listed on the Certificate or Power of Attorney accompanying this
Bond.
==== END OF SECTION 00600 =___
SECTION 00610
Page 1 of 1
OUT-OF-STATE CONTRACTOR BOND
SECTION 00610
An out-of-state Contractor must either file a surety Bond, as provided in Iowa Code section 91 C.7,
with the Iowa Division of Labor Services in the amount of twenty-five thousand dollars ($25,000)
for a one (1) year period or must provide a statement to the Iowa Division of Labor Services that
the contractor is prequalified to Bid on projects for the Iowa Department of Transportation
pursuant to Iowa Code Section 314.1
An out-of-state Contractor, before commencing a contract in excess of five thousand dollars
($5,000) in value of Iowa, must file a Bond with the Iowa Division of Labor Services of the Iowa
Department of Workforce Development. A Surety Bond filed pursuant to Iowa Code section 91 C.2
must be executed by a surety company authorized to do business in this state, and the Bond must
be continuous in nature until canceled by the Surety with not less than thirty (30) days; written
notice to the contractor and to the Division of Labor Services of the Iowa Department of Workforce
Development in dictating the surety's desire to cancel the Bond. The Surety company is liable
under the Bond for any contract commenced after the cancellation of the Bond. The Bond must be
in the sum of the greater of the following:
(1) One thousand dollars ($1 ,000.00); or
(2) Five percent (5%) of the contract price
An out-of-state Contractor may file a blanket Bond in an amount at least equal to fifty thousand
dollars ($50,000) for a two (2) year period in lieu of filing an individual Bond for each Contract. The
Division of Labor Services of the Iowa Department of Workforce Development may increase the
Bond amount after a hearing.
___= END OF SECTION 00610 =___
[Page Intentionally Left Blank]
SECTION 00700
Page 1 of 6
INSURANCE PROVISIONS
SECTION 00700
City of Dubuque Insurance Requirements for General, Artisan or Trade
Contractors, Subcontractors or Sub Subcontractors
Insurance Schedule B
Class A:
Asbestos Removal Fiber Optics Sanitary Sewers
Asphalt Paving Fire Protection Sheet Metal
Concrete Fireproofing Site Utilities
Construction Managers General Contractors Shoring
Cranes HVAC Special Construction
Culverts Mechanical Steel
Decking Paving & Surfacing Storm sewers
Demolition Piles & Caissons Structural Steel
Deconstruction Plumbing Trails
Earthwork Reinforcement Tunneling
Electrical Retaining Walls Water main
Elevators Roofing
Class B:
Chemical Spraying Masonry Stump Grinding
Doors, Window & Glazing Vehicular Snow Removal Tank Coating
Drywall Systems Painting & Wall Covering Tree Removal
Fertilizer Application Pest Control Tree Trimming
Finish Carpentry Scaffolding Tuckpointing
Geotech Boring Sidewalks Waterproofing
Insulation Plastering Well Drilling
Landscaping Rough Carpentry
Class C:
Carpet Cleaning General Cleaning Office Furnishings
Carpet & Resilient Flooring Grass Cutting Power Washing
Caulking & Sealants Janitorial Tile & Terrazzo Flooring
Acoustical Ceiling Non Vehicular Snow & Ice Window Washing
Filter Cleaning Removal
SECTION 00700
Page 2 of 6
INSTRUCTIONS FOR INSURANCE SUBMITTAL:
1. Contractor shall furnish a signed Certificate of Insurance to the City of Dubuque, Iowa for
the coverage required in Exhibit I prior to commencing any work and at the end of the
project if the term of work is longer than sixty (60) days. Providers presenting annual
certificates shall present a Certificate at the end of each project with the final billing. Each
Certificate shall be prepared on the most current ACORD form approved by the Iowa
Department of Insurance or an equivalent. The issued certificate must clearly indicate the
project number, project name, or project description for which it is being provided. For
example:
Project # Project Name:
or Project Location at or construction of
2. All policies of insurance required hereunder shall be with a carrier authorized to do
business in Iowa and all carriers shall have a rating of A or better in the current A.M. Best's
Rating Guide.
3. Each Certificate required shall be furnished to the City of Dubuque
Department.
4. Failure to provide minimum coverage shall not be deemed a waiver of these requirements
by the City of Dubuque. Failure to obtain or maintain the required insurance shall be
considered a material breach of this Contract.
5. Contractor shall require all subcontractor(s) and sub-subcontractor(s) to obtain and
maintain during the performance of work insurance for the coverages described in this
Insurance Schedule and shall obtain certificates of insurance from all such subcontractors
and sub-subcontractors. Contractor agrees that it shall be liable for the failure of a
subcontractor and sub-subcontractor to obtain and maintain such coverages. The City may
request a copy of such certificates from the Contractor.
6. All required endorsements to various policies shall be attached to the Certificate of
Insurance.
7. Whenever an ISO form is referenced the current edition must be used.
8. Provider shall be required to carry the minimum coverage/limits, or greater if required by
law or other legal agreement, in Exhibit I — Insurance Schedule B. If the provider's limit of
liability is higher than the required minimum limit then the provider's limit shall be this
agreement's required limit.
SECTION 00700
Page 3 of 6
Exhibit I
Insurance Schedule B
A) COMMERCIAL GENERAL LIABILITY
General Aggregate Limit $2,000,000
Products-Completed Operations Aggregate Limit $2,000,000
Personal and Advertising Injury Limit $1 ,000,000
Each Occurrence $1 ,000,000
Fire Damage Limit (any one occurrence) $ 50,000
Medical Payments $ 5,000
a) Coverage shall be written on an occurrence, not claims made, form. The general
liability coverage shall be written in accord with ISO form GC0001 or business
owners form BP0002. All deviations from the standard ISO commercial general
liability from CG0001 , or business owners BP0002, shall be clearly identified.
b) Include ISO endorsement form CG 25 04 "Designated Location(s) General
Aggregate Limit' or CG 25 03 "Designated Construction Project (s) General
Aggregate Limit' as appropriate.
c) Include endorsement indicating that coverage is primary and non-contributory.
d) Include endorsement to preserve Governmental Immunity. (Sample attached).
e) Include an endorsement that deletes any fellow employee exclusion.
f) Include additional insured endorsement for:
The City of Dubuque, including all its elected and appointed officials, all its
employees and volunteers, all its boards, commissions and/or authorities and
their board members, employees and volunteers. Use ISO form CG 20 10.
Ongoing operations.
g) All contractors shall include The City of Dubuque (per the above verbiage) as an
additional insured for completed operations under ISO form CG 2037 during the
project term and for a period of two years after the completion of the project.
B) AUTOMOBILE LIABILITY $1 ,000,000 (Combined Single Limit)
C) WORKERS' COMPENSATION & EMPLOYERS LIABILITY
Statutory Benefits covering all employees injured on the job by accident or disease
as prescribed by Iowa Code Chapter 85.
Coverage A Statutory—State of Iowa
Coverage B Employers Liability
Each Accident $100,000
Each Employee-Disease $100,000
Policy Limit-Disease $500,000
SECTION 00700
Page 4 of 6
Policy shall include an endorsement providing a waiver of subrogation to the City of
Dubuque. Coverage B limits shall be greater if required by Umbrella Carrier.
D) Umbrella Liability
Umbrella liability coverage must be at least the following form with the underlying
policies included herein.
All Class A and B contractors with prime and sub contract values in excess of
$10,000,000 must have an umbrella of$10,000,000.
All Class A and Class B contractors with prime and sub contract values between
$500,000 and $10,000,000 must have an umbrella of$3,000,000.
All Class A and B contractors with contract values less than $500,000 must have an
umbrella of$1 ,000,000.
All Class C contractors are not required to have an umbrella.
E) Pollution Liability— coverage required: _yes Xno
Pollution Liability coverage shall be provided by the prime/general contractor if project
involves any pollution exposures including abatement of hazardous or contaminated
materials including, but not limited to, the removal of lead, asbestos, or PCB's. Pollution
product and complete operations coverage shall also be covered.
$2,000,000 each occurrence
$4,000,000 policy aggregate
a) Policy to include premises and transportation coverage.
b) Include additional insured as stated in Section A(e) above.
c) Include preservation of governmental immunity as stated in A(d) above.
SECTION 00700
Page 5 of 6
F) Railroad Protective Liability— coverage required: _yes no
Any Contract for construction or demolition work on or within Fifty feet (50') from
the edge of the tracks of a railroad and effecting any railroad bridge or trestle,
tracks, roadbeds, tunnel, underpass, or crossing for which an easement or license
or indemnification of the railroad is required, shall require evidence of the
following additional coverages.
Railroad Protective Liability:
$ each occurrence (per limits required by Railroad)
$ policy aggregate (per limits required by Railroad)
OR
An endorsement to the Commercial General Liability policy equal to ISO CG 2417
(Contractual Liability-Railroads). A copy of this endorsement shall be attached to the
Certificate of Insurance.
SECTION 00700
Page 6 of 6
Preservation of Governmental Immunities Endorsement
1 . Nonwaiver of Governmental Immunity. The insurance carrier expressly agrees and states that
the purchase of this policy and the including of the City of Dubuque, Iowa as an Additional
Insured does not waive any of the defenses of governmental immunity available to the City of
Dubuque, Iowa under Code of Iowa Section 670.4 as it is now exists and as it may be
amended from time to time.
2. Claims Coverage. The insurance carrier further agrees that this policy of insurance shall cover
only those claims not subject to the defense of governmental immunity under the Code of Iowa
Section 670.4 as it now exists and as it may be amended from time to time. Those claims not
subject to Code of Iowa Section 670.4 shall be covered by the terms and conditions of this
insurance policy.
3. Assertion of Governmental Immunity. The City of Dubuque, Iowa shall be responsible for
asserting any defense of governmental immunity, and may do so at any time and shall do so
upon the timely written request of the insurance carrier.
4. Non-Denial of Coverage. The insurance carrier shall not deny coverage under this policy and
the insurance carrier shall not deny any of the rights and benefits accruing to the City of
Dubuque, Iowa under this policy for reasons of governmental immunity unless and until a court
of competent jurisdiction has ruled in favor of the defense(s) of governmental immunity
asserted by the City of Dubuque, Iowa.
No Other Change in Policy. The above preservation of governmental immunities shall not
otherwise change or alter the coverage available under the policy.
SPECIMEN
___= END OF SECTION 00700 =___
SECTON 00750
Page 1 of 5
SALES AND USE TAX EXEMPTION CERTIFICATE
SECTON 00750
The City of Dubuque, as a designated exempt entity awarding construction contracts, will issue
special exemption certificates to contractors and subcontractors, allowing them to purchase, or
withdraw from inventory, materials for the Contract free from sales tax pursuant to Iowa Code
Sections: 422.42 (15) & (16), and 422.47 (5). The special exemption certificate will also allow a
manufacturer of building materials to consume materials in the performance of a construction
contract without owing tax on the fabricated cost of those materials.
1 . These tax exemption certificates and authorization letters are applicable only for the
work under the contract. The Contractor and each subcontractor shall comply with said
Iowa Code Sales Tax requirements, shall keep records identifying the materials and
supplies purchased and verify that they were used on the contract, and shall pay tax on
any materials purchased tax-free and not used on the contract.
2. Upon award of Contract the City will register the Contract, Contractor, and each
subcontractor with the Iowa Department of Revenue and Finance; and distribute tax
exemption certificates and authorization letters to the Contractor and each
subcontractor.
SECTON 00750
Page 2 of 5
PROJECT INFORMATION REQUIREMENTS FOR
STATE OF IOWA SALES TAX EXEMPTION CERTIFICATES
FOR CONTRACTORS & SUBCONTRACTORS
Submitting Department:
Department Contact:
Project CIP Number(s):
Please complete this form in its entirety and submit along with the executed Contract, Bonds and
Certificate of Insurance. Upon receipt, the City Finance Department will work with the Iowa
Department of Revenue to issue Sales Tax Exemption Certificates to the approved contractor(s) to
allow for the purchase or inventory withdrawal of materials for the specified Project free from State
of Iowa Sales Tax.
Sales tax exemption certificates are not provided to material suppliers.
The Contractor and subcontractors can provide copies of the sales tax exemption certificates issued by the
City to individual material suppliers.
Project Name:
Project Description:
Start Date (Bid Opening Date):
Final Completion Date:
1 . General Prime Contractor:
Contact Name:
Complete Address:
(Include PO Box and Street Information)
City, State, Zip Code
Telephone Number:
Federal I.D. Number:
(or Include Social Security Number)
Work Type to be Completed:
SECTON 00750
Page 3 of 5
2. Subcontractor:
Complete Address:
(Include PO Box and Street Information)
City, State, Zip Code
Telephone Number:
Federal I.D. Number:
(or Include Social Security Number)
Work Type to be Completed:
3. Subcontractor:
Complete Address:
(Include PO Box and Street Information)
City, State, Zip Code
Telephone Number:
Federal I.D. Number:
(or Include Social Security Number)
Work Type to be Completed:
4. Subcontractor:
Complete Address:
(Include PO Box and Street Information)
City, State, Zip Code
Telephone Number:
Federal I.D. Number:
(or Include Social Security Number)
Work Type to be Completed:
5. Subcontractor:
Complete Address:
(Include PO Box and Street Information)
City, State, Zip Code
Telephone Number:
Federal I.D. Number:
(or Include Social Security Number)
Work Type to be Completed:
SECTON 00750
Page 4 of 5
6. Subcontractor:
Complete Address:
(Include PO Box and Street Information)
City, State, Zip Code
Telephone Number:
Federal I.D. Number:
(or Include Social Security Number)
Work Type to be Completed:
7. Subcontractor:
Complete Address:
(Include PO Box and Street Information)
City, State, Zip Code
Telephone Number:
Federal I.D. Number:
(or Include Social Security Number)
Work Type to be Completed:
8. Subcontractor:
Complete Address:
(Include PO Box and Street Information)
City, State, Zip Code
Telephone Number:
Federal I.D. Number:
(or Include Social Security Number)
Work Type to be Completed:
9. Subcontractor:
Complete Address:
(Include PO Box and Street Information)
City, State, Zip Code
Telephone Number:
Federal I.D. Number:
(or Include Social Security Number)
Work Type to be Completed:
SECTON 00750
Page 5 of 5
10. Subcontractor:
Complete Address:
(Include PO Box and Street Information)
City, State, Zip Code
Telephone Number:
Federal I.D. Number:
(or Include Social Security Number)
Work Type to be Completed:
11. Subcontractor:
Complete Address:
(Include PO Box and Street Information)
City, State, Zip Code
Telephone Number:
Federal I.D. Number:
(or Include Social Security Number)
Work Type to be Completed:
12. Subcontractor:
Complete Address:
(Include PO Box and Street Information)
City, State, Zip Code
Telephone Number:
Federal I.D. Number:
(or Include Social Security Number)
Work Type to be Completed:
13. Subcontractor:
Complete Address:
(Include PO Box and Street Information)
City, State, Zip Code
Telephone Number:
Federal I.D. Number:
(or Include Social Security Number)
Work Type to be Completed:
==== END OF SECTION 00760 =___
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SECTION 00800
Page 1 of 1
CONSTRUCTION SCHEDULE
SECTION 00800
800.1 SCHEDULE:
CALENDAR DAY SCHEDULE:
Work required by the Contract Documents shall commence within ten (20) calendar
days after Notice to Proceed has been issued and shall be Substantially Complete by
July 21 , 2017 and Finally Complete by August 11 , 2017.
==== END OF SECTION 00800 =___
[Page Intentionally Left Blank]
SECTION 00850
Page 1 of 1
THE CITY OF
City of Dubuque
DT T� Leisure Services
lJ 2200 Bunker Hill
Masterpiece on the Mississippi Dubuque, IA 52001
(563) 589-4263
NOTICE TO PROCEED
SECTION 00850
TO: CONTRACTOR NAME ISSUE DATE:
ADDRESS
CITY, STATE ZIP
PROJECT:
Dear
You are hereby notified to commence the work on the Project in accordance with the Contract
Documents. The Contract Time shall begin to run on the commencement date of INSERT DATE =
10 days from issuing Notice to Proceed. You are to start the Work as required by the Contract
Documents on or before the commencement date. -OR- Working days will be charged beginning
with the commencement date or on the day work begins, whichever is earlier.
You are required to return an acknowledged copy of this Notice to Proceed to the City.
THE CITY HAS RECEIVED A COPY CITY OF DUBUQUE, IOWA
OF THE CONTRACTOR'S WRITTEN By.
SAFETY PROGRAM (Signature)
YES (Name)
(Title)
ACCEPTANCE OF NOTICE
Receipt of the above Notice to Proceed is hereby acknowledged by
this the day of 20
PRINCIPAL:
(Contractor)
By:
(Signature)
(Name)
(Title)
[Page Intentionally Left Blank]
SECTION 00900
Page 1 of 1
EROSION CONTROL CERTIFICATION
SECTION 00900
Dated:
City:
Address:
Project:
Contract No.
Description:
I certify under penalty of law that I understand the terms and conditions of the National
Pollutant Discharge Elimination System (NPDES) Permit that authorizes the storm
water discharges associated with industrial activities from the construction site and as
detailed in the Contract Documents. Further, by my signature, I understand that I am
becoming a co-permittee, along with the owner(s) and other contractors and
subcontractors signing such certifications, to the Iowa Department of Natural Resources
NPDES General Permit No. 2 for "Storm Water Discharge Associated with Industrial
Activity for Construction Activities" at the project site. As a co-permittee, I understand
that 1, and my company, are legally required under the Clean Water Act and the Code of
Iowa, to ensure compliance with the terms and conditions of the storm water pollution
prevention plan developed under this NPDES permit and the terms of this NPDES
permit.
I agree to indemnify and hold the City harmless from any claims, demands, suits,
causes of action, settlements, fines, or judgments and costs of litigation, including, but
not limited to, reasonable attorney's fees and costs of investigation and arising from a
condition, obligation, or requirement assumed or to be performed by the Contractor for
storm water pollution and erosion control.
Fines and other costs incurred against the City for the Contractor's failure to provide the
required erosion control practices will be paid by the Contractor.
Contractor:
By:
(Authorized Signature)
(Title)
___= END OF SECTION 00900 =___
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SECTION 01100
Page 1 of 1
OTHER PROJECT INFORMATION
SECTION 01100
1100.1 Access to site
General: Contractor is to coordinate construction schedule and activates with building owner. No
construction is to take part starting two hours prior to a scheduled event and shall not restart until
two hours after completion of event. Construction areas along sidewalks, walking paths, entrance
doors, exit doors to be free of construction equipment, materials, debris, etc. during non-
construction time periods to allow full operation of building and normal operation of public
sidewalks.
General: Contractor shall have limited use of Project site for construction operations as indicated
by requirements of this Section.
Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project
site beyond areas in which the Work is indicated.
1 . Limits: Confine construction operations to area immediately adjacent to building along
sidewalks and streets.
a. Contractor is responsible for all sidewalk, meter and street closures, associated
signage and procedures and shall coordinate with local jurisdiction having
authority.
2. Driveways, Walkways and Entrances: Keep driveways, loading areas and entrances
serving premises clear and available to Owner, Owner's employees, and emergency
vehicles at all times. Do not use these areas for parking or storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances by construction
operations.
b. Schedule deliveries to minimize space and time requirements for storage of
materials and equipment on-site.
[Page Intentionally Left Blank]
SECTION 01 7329 -CUTTING AND PATCHING
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Cutting and patching necessary to the performance of the work of this Contract.
1.2 RELATED SECTIONS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions, Specific Requirements, and other Division 1 Specification sections, apply to the
work of this Section.
B. Section 02 4200 - Selective Removals: Selective removal of existing site elements.
1.3 SUBMITTALS
A. See Section 01 3300 - Submittals: for submittal procedures.
B. Cutting and Patching: Submit written request in advance of cutting or alteration which affects:
1. Structural integrity of any element of Project.
2. Integrity of weather exposed or moisture resistant element.
3. Efficiency, maintenance, or safety of any operational element.
4. Visual qualities of elements exposed to sight.
C. Cutting and Patching Proposal: Where approval of procedures for cutting and patching is
required before proceeding, submit a proposal describing procedures well in advance of the
time cutting and patching will be performed and request approval to proceed.
1. Include in request:
a. Describe the extent of cutting and patching required and how it is to be performed:
indicate why it cannot be avoided.
b. Describe anticipated results in terms of changes to existing construction: include
changes to structural elements and operating components as well as changes in the
building's appearance and other significant visual elements.
c. List products to be used and firms or entities that will perform work.
d. Indicate dates when cutting and patching is to be performed.
2. Approval by the Architect to proceed with cutting and patching does not waive the
Architect's right to later require complete removal and replacement of a part of the work
found to be unsatisfactory.
D. Project Record Documents: Accurately record actual locations of cutting and patching that are
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
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Dubuque, Iowa Cutting and Patching
at variance with the construction documents.
1.4 QUALITY ASSURANCE
A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that
would reduce their load-carrying capacity or load-deflection ratio.
B. Obtain approval of the cutting and patching proposal before cutting and patching the following
structural elements:
1. Structural timbers
2. Structural steel
3. Lintels
4. Structural decking
5. Miscellaneous structural metals
6. Equipment support
C. Operational and safety limitations: Do not cut and patch operating elements in a manner that
would result in reducing their capacity to perform as intended, or result in increased
maintenance, or decreased operational life or safety.
D. Obtain approval of the cutting and patching proposal before cutting and patching the following
elements:
1. Membranes and flashings.
2. Water, moisture and vapor barriers.
3. Shoring, bracing and sheeting.
E. Visual requirements: Do not cut and patch construction exposed on the exterior or in occupied
spaces, in a manner that would, in the Architect/Engineer's opinion, reduce the building's
aesthetic qualities or result in visual evidence of cutting and patching.
F. Patches shall be as identical as possible to the existing adjacent fabric in:
1. Material
2. Color
3. Texture
4. Weathering
5. Rate of absorption
6. Expansion coefficient
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Dubuque, Iowa Cutting and Patching
7. Compressive strength
8. Bond Strength
1.5 PROJECT CONDITIONS
A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent
accumulation of dust, fumes, vapors, or gases.
B. Dust Control: Execute work by methods to minimize raising dust from construction operations.
Provide positive means to prevent air-borne dust from dispersing into atmosphere.
C. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage
from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation.
D. Noise Control: Provide methods, means, and facilities to minimize noise produced by
construction operations.
E. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil,
water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by
construction operations.
1.6 COORDINATION
A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to
ensure efficient and orderly sequence of installation of interdependent construction elements.
B. Notify affected utility companies and comply with their requirements.
C. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the
construction. Coordinate locations of fixtures and outlets with finish elements.
D. Coordinate completion and clean-up of work of separate sections.
E. After Owner occupancy of premises, coordinate access to site for correction of defective work
and work not in accordance with Contract Documents, to minimize disruption of Owner's
activities.
PART 2 - PRODUCTS
2.1 PATCHING MATERIALS
A. Use materials that are identical to existing materials. If identical materials are not available or
cannot be used where exposed surfaces are involved, use materials that match existing
adjacent surfaces to the fullest extent possible, as required above.
B. New Materials: As specified in product sections, match existing products and work for patching
and extending work.
C. Type and Quality of Existing Products: Determine by inspecting and testing products where
necessary, referring to existing work as a standard.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 01 7329-3
Dubuque, Iowa Cutting and Patching
PART 3- EXECUTION
3.1 EXAMINATION
A. Prior to Cutting: Examine existing conditions prior to commencing work, including elements
subject to damage or movement during cutting and patching. After uncovering existing work,
assess conditions affecting performance of work. Verify that conditions under which cutting and
patching will be performed are appropriate for the operation. Beginning of cutting or patching
means acceptance of existing conditions.
B. Recheck measurements and dimensions of the work, as an integral step of starting each cut.
3.2 CUTTING AND PATCHING
A. General: Proceed with cutting and patching at the earliest feasible time and complete without
delay.
1. Cut existing construction to provide for the installation of other components or performance
of other construction, and subsequently patch as required to restore surfaces to their
original condition.
B. Cutting: Cut existing construction using methods least likely to damage adjoining elements or
assemblies scheduled to be retained.
1. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and
similar operations, including excavation, using methods least likely to damage elements
retained or adjoining construction. If possible, review proposed procedures with original
Installer, comply with original Installer's written recommendations.
a. In general, use hand or small power tools designed for sawing and grinding, not
hammering and chopping. Cut holes and slots as small as possible, neatly to size
required, and with minimum disturbance of adjacent surfaces. Temporarily cover
openings when not in use.
b. Existing Finished Surfaces: Cut or drill from the exposed or finished side into
concealed surfaces.
c. Concrete or Masonry: Cut using a cutting machine, such as an abrasive saw or a
diamond-core drill.
d. Excavating and Backfilling: Comply with requirements in applicable Division 2
Sections where required by cutting and patching operations.
e. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be
removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent
entrance of moisture or other foreign matter after cutting.
f. Proceed with patching after construction operations requiring cutting are complete.
2. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar
operations following performance of other Work. Patch with durable seams that are as
invisible as possible. Provide materials and comply with installation requirements specified
in other Sections of these Specifications.
The City of Dubuque
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Dubuque, Iowa Cutting and Patching
a. Inspection: Where feasible, test and inspect patched areas after completion to
demonstrate integrity of installation.
b. Exposed Finishes: Restore exposed finishes of patched areas and extend finish
restoration into retained adjoining construction in a manner that will eliminate
evidence of patching and refinishing.
c. Floors and Walls: Where walls or partitions that are removed extend one finished
area into another, patch and repair floor and wall surfaces in the new space. Provide
an even surface of uniform finish, color, texture, and appearance. Remove existing
floor and wall coverings and replace with new materials, if necessary, to achieve
uniform color and appearance.
1) Where patching occurs in a painted surface, apply primer and intermediate paint
coats over the patch and apply final paint coat over entire unbroken surface
containing the patch. Provide additional coats until patch blends with adjacent
surfaces.
d. Ceilings: Patch, repair, or rehang existing ceilings as necessary to provide an even-
plane surface of uniform appearance.
e. Exterior Building Enclosure: Patch components in a manner that restores enclosure
to a weathertight condition.
C. Execute work by methods to avoid damage to other work, and which will provide appropriate
surfaces to receive patching and finishing.
D. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to nearest
intersection or natural break. For an assembly, refinish entire unit.
E. Make neat transitions. Patch work to match adjacent work in texture and appearance. Where
new work abuts or aligns with existing, perform a smooth and even transition.
3.3 PROTECTION OF INSTALLED WORK
A. Limiting Exposures of Work: To the extent possible through reasonable control and protection
methods, supervise performance of the work in such a manner and by such means that will
ensure that none of the work, whether completed or in progress, will be subjected to harmful,
dangerous, damaging or otherwise deleterious exposure during the construction period. Such
exposures include, where applicable but not by way of limitation, the following:
1. Abrasion.
2. Air contamination or pollution.
3. Bacteria.
4. Chemicals.
5. Combustion.
6. Destructive testing.
The City of Dubuque
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&Fire Escape Project 10 February 2017 01 7329-5
Dubuque, Iowa Cutting and Patching
7. Electrical current.
8. Excessive internal or external pressures.
9. Excessive static or dynamic loading.
10. Excessive weathering.
11. Excessively high or low humidity.
12. Excessively high or low temperatures.
13. Heavy Traffic.
14. High speed operation, improper lubrication, unusual wear or other misuse.
15. Improper shipping or handling.
16. Incompatible interface.
17. Insect infestation.
18. Light.
19. Misalignment.
20. Puncture.
21. Radiation.
22. Soiling.
23. Solvents.
24. Theft.
25. Thermal shock.
26. Unprotected storage.
27. Vandalism.
28. Water or ice.
B. Protect installed work from damage by construction operations.
C. Provide special protection where specified in individual specification sections.
D. Provide temporary and removable protection for installed products. Control activity in immediate
work area to prevent damage.
E. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.
The City of Dubuque
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Dubuque, Iowa Cutting and Patching
F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is
necessary, obtain recommendations for protection from waterproofing or roofing material
manufacturer.
G. Remove protective coverings when no longer needed, reuse or recycle any coverings if
possible.
3.4 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.
3.5 FINAL CLEANING
A. Use cleaning materials that are nonhazardous.
B. Clean debris from roofs, gutters, downspouts, and drainage systems as necessary.
C. Clean site, sweep paved areas, rake clean landscaped surfaces.
D. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site,
dispose of in legal manner, do not burn or bury.
END OF SECTION 01 7329
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 01 7329-7
Dubuque, Iowa Cutting and Patching
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SECTION 02 4200—SELECTIVE REMOVALS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions, Specific Requirements and other Division 1 Specification sections, apply to the work
of this Section.
1.2 DESCRIPTION OF THE WORK
A. "Remove" shall be defined as the orderly extraction and disposition of all items specified herein
from the premises, stored for reuse or as otherwise assigned without damage to work to remain
and without hindering public safety and flow of traffic.
1.3 SCOPE OF WORK
A. General:
1. Work under this Section includes furnishing all labor and materials, equipment, and
services necessary to complete scheduled removals as shown on the Drawings, as
specified herein, and as may become necessary due to field conditions.
1.4 RELATED WORK DESCRIBED ELSEWHERE
1. Section 01 1000 - Specific Requirements for restrictions on use of the premises due to
Owner or public use.
2. Section 01 7329 - Cutting and Patching, for cutting and patching procedures for selective
demolition operations.
1.5 DEFINITIONS
A. Remove: Detach items from existing construction and legally dispose of them off-site, unless
indicated to be removed and salvaged or removed and reinstalled.
B. Remove and Salvage: Detach items from existing construction and deliver them to Owner.
C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and
reinstall them where indicated.
D. Existing to Remain: Existing items of construction that are not to be removed and that are not
otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.
1.6 MATERIALS OWNERSHIP
A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise
indicated to remain Owner's property, demolished materials shall become Contractor's property
and shall be removed from Project site.
B. Historic elements and building materials, relics and similar objects including, but not limited to,
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
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Dubuque, Iowa Selective Removals
commemorative plaques and tablets, antiques, and other items of interest or value to Owner
that may be encountered during selective removals remain Owner's property. Carefully remove
and salvage each item or object in a manner to prevent damage and deliver promptly to Owner.
1.7 SUBMITTALS
A. In accordance with Section 01 3300, submit the following:
1. Construction schedule indicating proposed sequence and methods of operations. Include
details regarding:
a. Measures to ensure the safety of workers and the building.
b. Method(s) of distinguishing in the field elements defined as "non-historic"from
adjacent historic elements, to ensure that historic materials are not removed
inadvertently.
c. Protection of areas and surfaces not scheduled for demolition.
d. Control of dust and noise.
2. Photographs of existing conditions of building surfaces, equipment, or other features that
might later be misconstrued as damage related to demolition operations. File with the
Architect prior to the start of work.
1.8 JOB CONDITIONS
A. Protect workers and the public from injury. Provide all required temporary partitions, closures,
guards, warnings and similar means to ensure the safety of all personnel at the site.
B. Take all measures required to ensure that the interior of the building and its contents remain
completely protected from the weather and work during and after selective removals operations.
C. Repair all damage to the building caused by penetration of water or wind or by other factors
resulting from failure to properly protect the building during work of this Section.
D. Maintain security of the building throughout the course of this work.
E. During the demolition and removal process, no storage or accumulation of debris or materials to
be salvaged shall take place on the building premises except as identified by the Architect to
remain.
F. Disruption of the operations of the building shall be kept to a minimum. Where such disruption
is necessary, the Owner shall be notified 72 hours in advance for approval and coordination.
1.9 DISPOSAL OF MATERIALS
A. Contractor shall properly dispose of excess materials and all other items scheduled for selective
removal from the building. Disposal shall comply with City, State, and Federal regulations.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
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Dubuque, Iowa Selective Removals
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
3.1 PREPARATION
A. Prior to removal of any element not specified to be removed on the Drawings, where such
removal might be required for the proper performance of the work, Contractor shall notify the
Architect, who shall approve the elements removal and storage.
3.2 PROTECTION
A. Provide interior and exterior shoring, bracing, or other approved temporary support to prevent
movement, settlement, or collapse of adjacent structure and elements scheduled to remain.
1. Cease operations and notify the Architect immediately if safety of the structure appears to
be endangered. Take precautions to support structure until determination is made for
continuing operations.
B. Provide temporary barricades and other forms of protection to protect from injury all workers
and visitors to the job site, including the Owner and Architect, their personnel and the general
public.
1. Provide and maintain dust-proof partitions and enclosures as required to prevent spread of
dust or fumes to occupied portions of the building.
2. Remove dust-proofing material from windows at the end of each work day and reinstall at
the beginning of each work day as required.
C. Provide and maintain weatherproof enclosures for exterior openings resulting from selective
removals work.
3.3 REMOVALS
A. General:
1. Perform selective removals work in a systematic manner. Use such methods as required
to complete work indicated on Drawings in a sequence that generally reverses the
sequence in which the elements to be removed were originally installed, and that
eliminates, or at least limits, the potential for damage to adjacent elements and structure.
B. Stabilize work as required.
C. Locate crews and equipment throughout structure in a manner that ensures that excessive
loads are not imposed on supporting walls, floors or framing.
D. If unanticipated mechanical, electrical, or structural elements are encountered that conflict with
the intended function of design of this project, investigate and measure both the nature and
extent of the conflict, and notify the Architect immediately. Pending receipt of directive from the
Architect, rearrange selective removals schedule as necessary to continue overall job progress
The City of Dubuque
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without undue delay.
E. Perform work in accordance with the highest standards and established practices in the trade
and conform to all rules and regulations of all city, state, and Federal authorities having
jurisdiction over this work.
F. Use of noise-producing equipment shall be subject at all times to acceptance of the procedure
by the Owner.
G. Contractor shall have no right or title to any of the materials or other items to be removed from
the existing improvements unless and until said materials and other items have been removed
from the premises. The Contractor shall not sell or assign, or attempt to sell or assign, any
interest in said materials or items until the materials or items have been removed, without
consent of the Owner.
3.4 CLEANUP AND REPAIR
A. Upon completion of selective removals work, remove tools, equipment, temporary enclosures,
and all other materials specific to this work from the site.
B. Broom clean affected interior areas daily.
C. Repair all damage resulting from removals that was performed in excess of that required.
Return damaged elements and surfaces to their condition existing prior to start of operations.
D. Contractor may salvage removed items scheduled for disposal. Contractor shall remove such
items from the job site.
E. Contractor is encouraged to recycle removed materials as possible.
END OF SECTION 02 4200
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 024200-4
Dubuque, Iowa Selective Removals
SECTION 040120—UNIT MASONRY RESTORATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions, Specific Requirements and other Division 1 Specification sections, apply to the work
of this Section.
1.2 DESCRIPTION OF THE WORK
A. Restoration of brick masonry as indicated on Drawings, damaged by demolition and selective
removals or work of other sections, and as required for proper completion of the work including:
1. Repointing joints
1.3 RELATED WORK DESCRIBED ELSEWHERE
A. Section 04 0140—Stone Restoration
B. Section 04 0513 — Mortars and Grouts for setting and pointing mortars.
1.4 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples: For each exposed product and for each color and texture specified.
1.5 QUALITY ASSURANCE
A. Mockups: Prepare mockups of restoration to demonstrate aesthetic effects and set quality
standards for materials and execution and for fabrication and installation.
1. Masonry Repair: Prepare sample areas for each type of masonry material indicated to have
repair work performed. If not otherwise indicated, size each mockup not smaller than 2
adjacent whole units or approximately 48 inches in least dimension. Erect sample areas in
existing walls unless otherwise indicated, to demonstrate quality of materials, workmanship,
and blending with existing work. Include the following as a minimum:
a. Replacement: Four brick units replaced
b. Patching: Three small holes at least 1 inch in diameter for each type of masonry
material indicated to be patched, so as to leave no evidence of repair.
2. Repointing: Rake out joints in 2 separate areas, each approximately 36 inches high by 48
inches wide for each type of repointing required and repoint one of the areas.
B. Obtain approval by Architect and Owner of workmanship, color and texture of mockup before
proceeding with work.
1.6 PROJECT CONDITIONS
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040120-1
Dubuque, Iowa Unit Masonry Restoration
A. Do not apply products under conditions outside manufacturer's requirements, which include:
1. Surfaces that are frozen, allow complete thawing prior to installation.
2. Surface and air temperatures below 40° Fahrenheit.
3. Surface and air temperatures above 95° Fahrenheit.
4. When surface or air temperature is not expected to remain above 40° Fahrenheit for at least
8 hours after application.
5. Wind conditions that may blow materials onto surfaces not intended to be treated.
6. Less than 24 hours after a rain.
7. When rain is expected less than 6 hours after installation.
1.7 WARRANTY
A. See Division 01 for warranty requirements
PART 2—PRODUCTS
2.1 POINTING MORTAR MATERIALS
A. Natural cement: Lime, sand and crushed limestone as determined by the manufacturer and
supplier to match historic mortar. No Portland cement or masonry cements shall be added or
used in the mortar. Measurement and Mixing: Measure cementitious materials in a dry condition
by volume or equivalent weight. Do not measure by shovel, use known measure. Mix materials in
a clean, mechanical batch mixer.
1. Natural Cement, Rosendale 12M, Edison Coatings, Inc, 3 Northwest Drive, Plainville, CT
06062, 800-697-8055, info@rosendalecement.net
2. Sand, clean graded sand, ASTM C-144, free of organic or deleterious matter, rounded to
sub-angular in shape, washed, screened and dried to match color and texture of the original
mortar aggregates as closely as possible.
3. Water, Potable
4. Mix design shall be in accordance with manufacturer's recommendations and approved
submittal
5. Pointing mortars shall be pre-blended in single containers in a controlled factory
environment.
6. All containers shall be marked including manufacturing date and batch number.
Manufacturer to provide samples of proposed materials for mock-up panels at site.
B. No admixtures shall be used without written approval of Architect.
PART 3 - EXECUTION
3.1 PROTECTION
A. Protect persons, surrounding surfaces of building being restored, building site, plants, and
surrounding buildings from harm resulting from masonry restoration work.
B. Comply with manufacturer's written instructions for protecting building and other surfaces against
damage from exposure to its products. Prevent restoration products from coming into contact
with people, motor vehicles, landscaping, adjacent building components, and other surfaces that
could be harmed by such contact.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040120-2
Dubuque, Iowa Unit Masonry Restoration
1. Cover adjacent surfaces with materials that are proven to resist chemical cleaners or
compounds used unless products being used will not damage adjacent surfaces. Use
materials that contain only waterproof, UV-resistant adhesives. Apply masking agents to
comply with manufacturer's written instructions. When no longer needed, promptly remove
masking to prevent adhesive staining.
2. Keep wall wet below area being cleaned to prevent streaking from runoff.
3.2 REPOINTING MASONRY
A. Rake out and repoint joints to the following extent:
1. All joints in areas indicated.
2. Joints where mortar is missing or where they contain holes.
3. Cracked joints where cracks can be penetrated at least 1/4 inch by a knife blade 0.027 inch
thick.
4. Cracked joints where cracks are 1/16 inch or more in width and of any depth.
5. Joints where they sound hollow when tapped by metal object.
6. Joints where they are worn back 1/4 inch or more from surface.
7. Joints where they are deteriorated to point that mortar can be easily removed by hand,
without tools.
8. Joints where they have been filled with substances other than mortar.
9. Joints indicated as sealant-filled joints.
B. Do not rake out and repoint joints where not required.
C. Rake out joints as follows, according to procedures demonstrated in approved mockup:
1. Remove mortar from joints to depth of joint width plus 1/8 inch, but not less than 1 inch or
not less than that required to expose sound, unweathered mortar.
2. Remove mortar from masonry surfaces within raked-out joints to provide reveals with
square backs and to expose masonry for contact with pointing mortar. Brush, vacuum, or
flush joints to remove dirt and loose debris.
3. Do not spall edges of masonry units or widen joints. Replace or patch damaged masonry
units as directed by Architect.
a. Cut out mortar by hand with chisel and resilient mallet. Do not use power-operated
grinders.
b. Cut out center of mortar bed joints using angle grinders with diamond-impregnated
metal blades. Remove remaining mortar by hand with chisel and resilient mallet.
D. Notify Architect of unforeseen detrimental conditions including voids in mortar joints, cracks,
loose masonry units, rotted wood, rusted metal, and other deteriorated items.
E. Pointing with Mortar:
1. Rinse joint surfaces with water to remove dust and mortar particles. Time rinsing
application so, at time of pointing, joint surfaces are damp but free of standing water. If
rinse water dries, dampen joint surfaces before pointing.
2. Apply pointing mortar first to areas where existing mortar was removed to depths greater
than surrounding areas. Apply in layers not greater than 3/8 inch until a uniform depth is
formed. Fully compact each layer thoroughly and allow it to become thumbprint hard
before applying next layer.
3. After low areas have been filled to same depth as remaining joints, point all joints by
placing mortar in layers not greater than 3/8 inch. Fully compact each layer and allow to
become thumbprint hard before applying next layer. Where existing masonry units have
worn or rounded edges, slightly recess finished mortar surface below face of masonry to
avoid widened joint faces. Take care not to spread mortar beyond joint edges onto
exposed masonry surfaces or to featheredge the mortar.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040120-3
Dubuque, Iowa Unit Masonry Restoration
4. When mortar is thumbprint hard, tool joints to match original appearance of joints as
demonstrated in approved mockup. Remove excess mortar from edge of joint by brushing.
5. Cure mortar by maintaining in thoroughly damp condition for at least 72 consecutive hours
including weekends and holidays.
a. Acceptable curing methods include covering with wet burlap and plastic sheeting,
periodic hand misting, and periodic mist spraying using system of pipes, mist heads,
and timers.
6. Hairline cracking within the mortar or mortar separation at edge of a joint is unacceptable.
Completely remove such mortar and repoint.
F. Where repointing work precedes cleaning of existing masonry, allow mortar to harden at least 30
days before beginning cleaning work.
3.3 FINAL CLEANING
A. After mortar has fully hardened, thoroughly clean exposed masonry surfaces of excess mortar
and foreign matter, use wood scrapers, stiff-nylon or -fiber brushes, and clean water, spray
applied at low pressure.
1. Do not use metal scrapers or brushes.
2. Do not use acidic or alkaline cleaners.
END OF SECTION 04 0120
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040120-4
Dubuque, Iowa Unit Masonry Restoration
SECTION 04 0140—STONE RESTORATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions, Specific Requirements and other Division 1 Specification sections, apply to the work
of this Section.
1.2 DESCRIPTION OF THE WORK
A. Restoration of stone masonry as indicated on Drawings, and as required for proper completion of
the work including:
1. Resetting limestone coping, including removing, flashing, and reinstalling unit,
2. Injection grouting crack,
3. Repointing joints.
1.3 RELATED WORK DESCRIBED ELSEWHERE
A. Section 02 4119 —Selective Removals
B. Section 04 0120— Unit Masonry Restoration
C. Section 04 0513— Mortars and Grouts
D. Section 07 9200—Joint Sealants for use in moving joints and anchors as specified
1.4 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples: Each specified anchor, fastener and manufacturer's literature and ASTM Specifications
for all materials to be used for the work.
1.5 QUALITY ASSURANCE
A. Qualification Requirements: Review of the qualification of the workmen for this section is a
requirement of this project.
B. Lime Based Materials Training: Contractor shall arrange for a training session to be provided by
the manufacturer of the lime based mortars and grouts for any workmen that have not been
trained in the use of lime based mortars.
C. Mockups: Acceptable mock-ups will be the established standard for completing the remaining
work of this Section.
1. Stone Resetting: Showing preparation, bedding, anchor and flashing installation.
2. Mockup location shall be selected by Architect in consultation with the Contractor
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040140-1
Dubuque, Iowa Stone Restoration
D. Obtain approval by Architect and Owner of workmanship, color and texture of mockup before
proceeding with work.
1.6 DELIVERY, STORAGE, AND HANDLING
A. All materials shall be delivered stored and handled so as to prevent deterioration or the intrusion
of any foreign matter. Packaged materials shall be delivered and stored in the original packages
and stored to protect them from damage, extreme temperature, and moisture in accordance with
the Manufacturer's written instructions.
B. All limestone sections shall be stored clear of the ground on non0staining skids (cypress, white
pine, poplar, or yellow pine without and excessive amount of resin). Chemically treated wood
should not be used. DO NOT use chestnut, walnut, oak, fir and other woods containing tannins.
C. Contractor shall assume full responsibility for protection and safekeeping of products stored on
premises, and for their proper use.
D. Notify the Architect and the Owner of any damage observed to existing and salvaged units prior to
commencing work.
1.7 PROJECT CONDITIONS
A. Do not apply products under conditions outside manufacturer's requirements, which include:
1. Surfaces that are frozen, allow complete thawing prior to installation.
2. Surface and air temperatures below 40° Fahrenheit.
3. Surface and air temperatures above 95° Fahrenheit.
4. When surface or air temperature is not expected to remain above 40° Fahrenheit for at least
8 hours after application.
5. Wind conditions that may blow materials onto surfaces not intended to be treated.
6. Less than 24 hours after a rain.
7. When rain is expected less than 6 hours after installation.
1.8 SEQUENCE AND SCHEDULING
A. Related pointing work shall be completed simultaneously with the execution of all limestone
resetting.
C. Contractor shall assume full responsibility for protection and safekeeping of products stored on
premises, and for their proper use.
D. Notify the Architect and the Owner of any damage observed to existing and salvaged units prior to
commencing work.
PART 2—PRODUCTS
2.1 POINTING MORTAR MATERIALS
A. Lime, sand and crushed limestone as determined by the manufacturer and supplier. No Portland
cement or masonry cements shall be added or used in the mortar. Measurement and Mixing:
Measure cementitious materials in a dry condition by volume or equivalent weight. Do not
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040140-2
Dubuque, Iowa Stone Restoration
measure by shovel, use known measure. Mix materials in a clean, mechanical batch mixer.
1. Natural Hydraulic Lime, Saint Astier NHL 3.5, TransMineral USA Inc., Central US, Phone
707-769-0661, www.limes.us, Local distributer Blue Sky Wind and Solar, 920
Massachusetts St., Suite 1 A, Lawrence, KS 66044, Phone 785-979-1662.
2. Sand, clean graded sand, ASTM C-144, free of organic or deleterious matter, rounded to
sub-angular in shape, washed, screened and dried to match color and texture of the original
mortar aggregates as closely as possible.
3. Water, Potable
4. Mix design shall be in accordance with manufacturer's recommendations and approved
submittal
5. Pointing mortars shall be pre-blended in single containers in a controlled factory
environment.
6. All containers shall be marked including manufacturing date and batch number.
Manufacturer to provide samples of proposed materials for mock-up panels at site.
B. No admixtures shall be used without written approval of Architect.
2.2 SETTING MORTAR MATERIALS
A. Lime, sand and crushed limestone as determined by the manufacturer and supplier. No Portland
cement or masonry cements shall be added or used in the mortar. Measurement and Mixing:
Measure cementitious materials in a dry condition by volume or equivalent weight. Do not
measure by shovel; use known measure. Mix materials in a clean, mechanical batch mixer.
1. Natural Hydraulic Lime, Saint Astier NHL 3.5, TransMineral USA Inc., Central US, Phone
707-769-0661, www.limes.us, Local distributer Blue Sky Wind and Solar, 920
Massachusetts St., Suite 1 A, Lawrence, KS 66044, Phone 785-979-1662.
3. Water, Potable
4. Mix design shall be in accordance with manufacturer's recommendations and approved
submittal
5. Setting mortars shall be pre-blended in single containers in a controlled factory environment.
6. All containers shall be marked including manufacturing date and batch number.
Manufacturer to provide samples of proposed materials for mock-up panels at site.
B. No admixtures shall be used without written approval of Architect.
2.3 INJECTION GROUT MORTAR MATERIALS
A. Pure lime, no additives for use in injection grouting. No Portland cement or masonry cements
shall be added or used in the mortar. Measurement and Mixing: Measure cementitious materials
in a dry condition by volume or equivalent weight. Do not measure by shovel, use known
measure. Mix materials in a clean, mechanical batch mixer.
1. Natural Hydraulic Lime, Saint Astier NHL 2.0, TransMineral USA Inc., Central US, Phone
707-769-0661, www.limes.us, Local distributer Blue Sky Wind and Solar, 920
Massachusetts St., Suite 1 A, Lawrence, KS 66044, Phone 785-979-1662.
3. Water, Potable
4. Mix design shall be in accordance with manufacturer's recommendations and approved
submittal
5. Mortars shall be pre-blended in single containers in a controlled factory environment.
6. All containers shall be marked including manufacturing date and batch number.
2.3 EMBEDDED FLASHING MATERIALS
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040140-3
Dubuque, Iowa Stone Restoration
A. Flexible Flashing: For flashing not exposed to the exterior, use the following unless otherwise
indicated:
1. Copper-Fabric Flashing: 5-oz/sq. ft. copper sheet with polymer fabric laminated to copper
face on both sides with non-asphalt adhesive. 90% recycled content.
a. York Manufacturing, Inc, York Multi-Flash 500
2.4 ACCESSORY MATERIALS
A. Dowel: Threaded Rod, Glass Fiber Reinforced Vinyl Ester Resin (VEFR), thermally cured:
1. Fire Retardant: Flame-spread of 25 or less when tested in accordance with ASTM E-84.
C. Lead Weather Caps: Weathercap Joint Protective System, Type A for joints in the same plane,
Type B for coves and right angles, Weathercap Inc., PO Box 1776, Slidell. LA 70459. Phone
985-649-4000
D. Joint Sealants: Sikaflex 1a, Sika Corporation, 100 Dan Road, Canton, MA 02021, 800-451-2504,
usa.sa rnafi I.si ka.com.
PART 3 - EXECUTION
3.1 PROTECTION
A. Protect persons, surrounding surfaces of building being restored, building site, plants, and
surrounding buildings from harm resulting from masonry restoration work.
B. Comply with manufacturer's written instructions for protecting building and other surfaces against
damage from exposure to its products. Prevent restoration products from coming into contact
with people, motor vehicles, landscaping, adjacent building components, and other surfaces that
could be harmed by such contact.
1. Cover adjacent surfaces with materials that are proven to resist chemical cleaners or
compounds used unless products being used will not damage adjacent surfaces. Use
materials that contain only waterproof, UV-resistant adhesives. Apply masking agents to
comply with manufacturer's written instructions. When no longer needed, promptly remove
masking to prevent adhesive staining.
3.2 INSTALLATION OF STONE - GENERAL
A. All stone shall be installed plumb, square and true to line.
B. During construction, tops and sides of incomplete area shall be carefully covered at night to
protect work from any form of precipitation. All joints in stonework shall be protected and made
watertight until they are sealed.
C. Stone shall be adequately secured to structure of building at end of each working day.
D. Anchoring Stone.
1. Anchor stone units to existing building with dowel pins as shown on Drawings.
2. The diameter of the holes drilled in stone units to receive dowel pins shall be 1/16 inch
greater than the diameter of the dowel.
3. The depth of the vertical and horizontal holes in stone units shall not be greater than 1/4 inch
and 1/2 inch of the length of the dowel pins to be placed in the holes, respectively.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040140-4
Dubuque, Iowa Stone Restoration
3.3 REPAIRING CRACKS AND VOIDS
A Crack repair:
1. Remove loose and spalling materials at location of crack.
2. Dampen joint surfaces before pointing.
3. Apply repair mortar in layers not greater than 3/8 inch until a uniform depth is formed. Fully
compact each layer thoroughly and allow it to become thumbprint hard before applying
next layer. Take care not to spread mortar beyond joint edges onto exposed masonry
surfaces or to featheredge the mortar. Remove excess mortar from edge of joint by
brushing. Tool mortar to match existing adjacent mortar.
4. Cure mortar by maintaining in thoroughly damp condition for at least 72 consecutive hours
including weekends and holidays.
a. Acceptable curing methods include covering with wet burlap and plastic sheeting,
periodic hand misting, and periodic mist spraying using system of pipes, mist heads,
and timers.
5. Hairline cracking within the mortar or mortar separation at edge of a joint is unacceptable.
Completely remove such mortar and repoint.
B Where repair work precedes cleaning of existing masonry, allow mortar to harden at least 30
days before beginning cleaning work.
3.4 INJECTION GROUTING
A. Injection grout hairline cracks at limestone units:
1. Remove loose and spalling materials at location of crack.
2. Dampen joint surfaces before pointing.
3. Low pressure injection of fine hydraulic lime into cracks.
4. Cure mortar by maintaining in thoroughly damp condition for at least 72 consecutive hours
including weekends and holidays.
a. Acceptable curing methods include covering with wet burlap and plastic sheeting,
periodic hand misting, and periodic mist spraying using system of pipes, mist heads,
and timers.
3.5 RESETTING LIMESTONE
A. Disassemble limestone coping without damaging stone. Drill, clean and prepare stone as
required for installation of new anchors as shown on Drawings and specified herein.
B. Limestone units shall be installed with anchors as shown on Drawings. Anchors are to be set in
mortar or sealant as specified on the drawings.
C. Point original joints between adjacent original stone units with specified pointing mortar to match
typical mortar joint profiles, colors and textures.
3.6 POINTING WITH MORTAR
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040140-5
Dubuque, Iowa Stone Restoration
A. Rinse joint surfaces with water to remove dust and mortar particles. Time rinsing application so, at
time of pointing, joint surfaces are damp but free of standing water. If rinse water dries, dampen
joint surfaces before pointing.
B. Apply pointing mortar first to areas where existing mortar was removed to depths greater than
surrounding areas. Apply in layers not greater than 3/8 inch until a uniform depth is formed. Fully
compact each layer thoroughly and allow it to become thumbprint hard before applying next layer.
C. After low areas have been filled to same depth as remaining joints, point all joints by placing
mortar in layers not greater than 3/8 inch. Fully compact each layer and allow to become
thumbprint hard before applying next layer. Where existing masonry units have worn or rounded
edges, slightly recess finished mortar surface below face of masonry to avoid widened joint faces.
Take care not to spread mortar beyond joint edges onto exposed masonry surfaces or to
featheredge the mortar.
D. When mortar is thumbprint hard, tool joints to match original appearance of joints as
demonstrated in approved mockup. Remove excess mortar from edge of joint by brushing.
E. Install lead weathercaps at coping stones, Type A for joints in the same plane, Type B for coves
and right angles.
F. Cure mortar by maintaining in thoroughly damp condition for at least 72 consecutive hours
including weekends and holidays.
G. Acceptable curing methods include covering with wet burlap and plastic sheeting, periodic hand
misting, and periodic mist spraying using system of pipes, mist heads, and timers.
H. Hairline cracking within the mortar or mortar separation at edge of a joint is unacceptable.
Completely remove such mortar and repoint.
3.7 CONSTRUCTION TOLERANCES
A. Variation from Plumb: For vertical lines and surfaces, do not exceed 1/4 inch in 10 feet, 3/8 inch
in 20 feet, or 1/2 inch in 40 feet or more. For external corners, expansion joints, control joints, and
other conspicuous lines, do not exceed 1/4 inch in 20 feet or 1/2 inch in 40 feet or more.
B. Variation of Linear Building Line: For position shown in plan, do not exceed 1/2 inch in 20 feet or
3/4 inch in 40 feet or more.
3.8 FINAL CLEANING
A. After mortar has fully hardened, thoroughly clean exposed masonry surfaces of excess mortar
and foreign matter, use wood scrapers, stiff-nylon or -fiber brushes, and clean water, spray
applied at low pressure.
1. Do not use metal scrapers or brushes.
2. Do not use acidic or alkaline cleaners.
END OF SECTION 04 0120
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040140-6
Dubuque, Iowa Stone Restoration
SECTION 04 0510—MORTARS AND GROUTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions, Specific Requirements and other Division 1 Specification sections, apply to the work
of this Section.
1.2 SCOPE OF WORK
A. Mortars and grouts are related to the restoration and installation of brick and stone masonry, as
indicated on the Drawings and specified herein, and includes, but are not necessarily limited to:
1. Restoration and repointing of brick masonry.
2. Restoration and resetting of limestone.
1.3 RELATED WORK DESCRIBED ELSEWHERE
A. Section 04 0120— Unit Masonry Restoration.
B. Section 04 0140—Stone Restoration
1.4 REFERENCE STANDARDS
A. Comply with ASTM standards indicated in this Section.
B. Comply with manufacturers' instructions and product literature.
C. Comply with "The Secretary of the Interior's Standards for the Treatment of Historic Properties".
1.5 SUBMITTALS
A. In accordance with Section 01 3300 submit the following:
1. Product Data: Including manufacturer's written description, and Material Safety Data Sheets
(MSDS)
2. Samples:
a. Mortar: Three 2"X 2"X 6" bars, fully cured, of each type and color of mortar required.
Lightly etch one-half of each bar, at time of initial setup, to remove surface paste and
expose color and texture of mortar.
1) Samples shall be at least seven (7) days old at the time of approval, THERE ARE
NO EXCEPTIONS TO THIS REQUIREMENT, including accelerated drying.
b. Reformulate and submit each sample that does not match existing adjacent mortar in
character, performance, color or other leading characteristic, until such sample is
approved.
3. Miscellaneous:
a. Certificate: For grout, provide certificate from the manufacturer or and approved
independent testing laboratory, attesting that non-shrink grout proposed for use meets
the requirements specified.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040510-1
Dubuque, Iowa Mortars and Grouts
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to site in unopened containers/packaging, with labels intact clearly identifying
manufacturer, brand, type, and other related pertinent information.
B. Store materials in a manner that prevents any damage, deterioration or contamination. Store all
cementitious materials off the ground and under cover, protected from the elements. Comply with
manufacturer's recommendations for minimum and maximum temperature requirements for
storage.
C. Remove any damaged, contaminated, hardened, or partially-set material from site immediately
and replace with new acceptable material.
1.7 JOB CONDITIONS
A. Do not apply products under conditions outside manufacturer's requirements, which include:
1. Surfaces that are frozen, allow complete thawing prior to installation.
2. Surface and air temperatures below 40° Fahrenheit.
3. Surface and air temperatures above 95° Fahrenheit.
4. When surface or air temperature is not expected to remain above 40° Fahrenheit for at least
8 hours after application.
5. Wind conditions that may blow materials onto surfaces not intended to be treated.
6. Less than 24 hours after a rain.
7. When rain is expected less than 6 hours after installation.
B. Cold Weather Protection:
1. Do not mix or use mortars when temperature is below 40°F or when it is forecast or expected
do drop below 40°F within 12 hours of the installation of the mortar.
DO NOT USE antifreeze admixtures or calcium chloride.
PART 2 - PRODUCTS
2.1 POINTING MORTAR MATERIALS FOR BRICK
A. Natural cement: Lime, sand and crushed limestone as determined by the manufacturer and
supplier to match historic mortar. No Portland cement or masonry cements shall be added or
used in the mortar. Measurement and Mixing: Measure cementitious materials in a dry condition
by volume or equivalent weight. Do not measure by shovel, use known measure. Mix materials in
a clean, mechanical batch mixer.
1. Natural Cement, Rosendale 12M, Edison Coatings, Inc, 3 Northwest Drive, Plainville, CT
06062, 800-697-8055, info@rosendalecement.net
2. Sand, clean graded sand, ASTM C-144, free of organic or deleterious matter, rounded to
sub-angular in shape, washed, screened and dried to match color and texture of the original
mortar aggregates as closely as possible.
3. Water, Potable
4. Mix design shall be in accordance with manufacturer's recommendations and approved
submittal
5. Pointing mortars shall be pre-blended in single containers in a controlled factory
environment.
6. All containers shall be marked including manufacturing date and batch number.
Manufacturer to provide samples of proposed materials for mock-up panels at site.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040510-2
Dubuque, Iowa Mortars and Grouts
2.2 POINTING MORTAR MATERIALS FOR LIMESTONE
A. Lime, sand and crushed limestone as determined by the manufacturer and supplier. No Portland
cement or masonry cements shall be added or used in the mortar. Measurement and Mixing:
Measure cementitious materials in a dry condition by volume or equivalent weight. Do not
measure by shovel; use known measure. Mix materials in a clean, mechanical batch mixer.
1. Natural Hydraulic Lime, Saint Astier NHL 3.5, TransMineral USA Inc., Central US, Phone
707-769-0661, www.limes.us, Local distributer Blue Sky Wind and Solar, 920
Massachusetts St., Suite 1 A, Lawrence, KS 66044, Phone 785-979-1662.
2. Sand, clean graded sand, ASTM C-144, free of organic or deleterious matter, rounded to
sub-angular in shape, washed, screened and dried to match color and texture of the original
mortar aggregates as closely as possible.
3. Water, Potable
4. Mix design shall be in accordance with manufacturer's recommendations and approved
submittal
5. Pointing mortars shall be pre-blended in single containers in a controlled factory
environment.
6. All containers shall be marked including manufacturing date and batch number.
Manufacturer to provide samples of proposed materials for mock-up panels at site.
B. Do not include in any mortar admixtures including coloring pigments, air-entraining agents,
accelerators, retarders, water repellent agents, antifreeze compounds (including calcium
chloride), or other admixtures, without written approval of Architect.
2.3 SETTING MORTAR MATERIALS FOR LIMESTONE
A. Lime, sand and crushed limestone as determined by the manufacturer and supplier. No Portland
cement or masonry cements shall be added or used in the mortar. Measurement and Mixing:
Measure cementitious materials in a dry condition by volume or equivalent weight. Do not
measure by shovel, use known measure. Mix materials in a clean, mechanical batch mixer.
1. Brick Masonry - Natural Hydraulic Lime; Saint Astier NHL 5, TransMineral USA Inc., Central
US, Phone 707-769-0661, www.limes.us, Local distributer Blue Sky Wind and Solar, 920
Massachusetts St., Suite 1 A, Lawrence, KS 66044, Phone 785-979-1662.
2. Limestone - Natural Hydraulic Lime; Saint Astier NHL 3.5, TransMineral USA Inc., Central
US, Phone 707-769-0661, www.limes.us, Local distributer Blue Sky Wind and Solar, 920
Massachusetts St., Suite 1 A, Lawrence, KS 66044, Phone 785-979-1662.
3. Water, Potable
4. Mix design shall be in accordance with manufacturer's recommendations and approved
submittal
5. Setting mortars shall be pre-blended in single containers in a controlled factory environment.
6. All containers shall be marked including manufacturing date and batch number.
Manufacturer to provide samples of proposed materials for mock-up panels at site.
B. Do not include in any mortar admixtures including coloring pigments, air-entraining agents,
accelerators, retarders, water repellent agents, antifreeze compounds (including calcium
chloride), or other admixtures, without written approval of Architect.
2.4 INJECTION GROUT MORTAR MATERIALS
A. Pure lime, no additives for use in injection grouting. No Portland cement or masonry cements
shall be added or used in the mortar. Measurement and Mixing: Measure cementitious materials
in a dry condition by volume or equivalent weight. Do not measure by shovel, use known
measure. Mix materials in a clean, mechanical batch mixer.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040510-3
Dubuque, Iowa Mortars and Grouts
1. Natural Hydraulic Lime, Saint Astier NHL 2.0, TransMineral USA Inc., Central US, Phone
707-769-0661, www.limes.us, Local distributer Blue Sky Wind and Solar, 920
Massachusetts St., Suite 1 A, Lawrence, KS 66044, Phone 785-979-1662.
3. Water, Potable
4. Mix design shall be in accordance with manufacturer's recommendations and approved
submittal
5. Mortars shall be pre-blended in single containers in a controlled factory environment.
6. All containers shall be marked including manufacturing date and batch number.
2.5 OTHER MATERIALS
A. All other materials not specifically described but required for the proper completion of the work
shall be as selected by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.1 MORTAR MIXES
A. Measuring and Mixing Mortar:
1. Measure and mix in accordance with manufacturer's instructions. Mix ingredients carefully
so that specified proportions are controlled and maintained through all work periods.
3.2 GROUTING
A. Perform all grouting mixing and installation in accordance with manufacturer's printed
instructions.
3.3 MASONRY SETTING AND POINTING
A. Perform all masonry pointing in accordance with Section 04 0120- Unit Masonry Restoration and
04 0140 Stone Restoration.
3.4 INSTALLATION
A. Tool profile to match adjacent historic joints.
B. Place mortar within 1 1/2 hour of initial mixing at 80°F and above, or within 2 hours at
temperatures below 80° F.
C. Mortar may be retempered to replace water lost to evaporation if within above time requirements
for placing after mixing.
D. Do not retemper mortar that has begun to set.
E. Do not use mortar that has begun to set.
END OF SECTION
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 040510-4
Dubuque, Iowa Mortars and Grouts
SECTION 07 6200-SHEET METAL FLASHING AND TRIM
PART 1 - GENERAL
1.1. SUMMARY
A. Section Includes:
1. Patching deteriorated sheet metal.
1.2. SUBMITTALS
A. See Section 013300—"Submittals", for submittal procedures.
B. Product Data: For each type of product indicated.
C. Samples: For each exposed product and for each finish specified.
1.3. QUALITY ASSURANCE
D. Sheet Metal Flashing and Trim Standard: Comply with SMACNA's "Architectural Sheet Metal
Manual" unless more stringent requirements are specified or shown on Drawings.
E. Do not install any sheet metal roofing during: Snow, Rain, Fog, Mist, and or Damp or wet
surfaces.
PART 2 - PRODUCTS
2.1 SHEET METALS
A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying a
strippable, temporary protective film before shipping.
B. Sheet Steel: ASTM A 568/568M, cold-rolled steel sheet.
C. Weight/gauge: To match existing.
D. Finish: Regular Matte suitable for painting.
2.2 MISCELLANEOUS MATERIALS
A. General: Provide materials and types of fasteners, solder, welding rods, protective coatings,
separators, sealants, and other miscellaneous items as required for complete sheet metal
patching and recommended by manufacturer of primary sheet metal or manufactured item unless
otherwise indicated.
B. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and
bolts, and other suitable fasteners designed to withstand design loads and recommended by
manufacturer of primary sheet metal or manufactured item.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 076200-1
Dubuque Sheet Metal Flashing and Trim
1. Fasteners for Steel Sheet: Steel rivets, by submittal.
C. Solder:
1. For Steel: ASTM B 32, Grade Sn50, 50 percent tin and 50 percent lead.
PART 3 - EXECUTION
3.1 PREPARATION
A. Surface Preparation
1. Verify the type, thickness, weight/gauge prior to installation
2. Prior to installation, remove all paint, oil, dirt, and other debris from the metal surface
surrounding the patch. Remove any roofing tar by scraping, followed by mineral spirits.
3. All surfaces shall be dry and free of frost.
4. Torch cutting of sheet metal flashing and trim is not permitted.
B. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pre-tin edges
of sheets to be soldered to a width of 1-1/2 inches, except reduce pre-tinning where pre-tinned
surface would show in completed Work.
1. Do not use torches for soldering. Heat surfaces to receive solder and flow solder into joint.
Fill joint completely. Completely remove flux and spatter from exposed surfaces.
2. Stainless-Steel Soldering: Tin edges of uncoated sheets using solder recommended for
stainless steel and acid flux. Promptly remove acid flux residue from metal after tinning
and soldering. Comply with solder manufacturer's recommended methods for cleaning
and neutralization.
3.2 EXECUTION
A. For Small Repairs:
1. Thoroughly clean the area to be patched with a wire brush. When finished, the metal
should be bare and shiny.
2. Measure the area to be patched. Patch should overlap at least two inches past the leading
edge of the damaged area.
3. Cut a metal patch, using the same material as the roof, to the required size and shape. Fold
the edges under % inch and snip off the corners.
4. Mark perimeter of patch and apply muriatic acid, applying it only on surface line where
patch will be soldered. Leave muriatic acid in place for 60 seconds (do not rinse), apply
patch and solder.
5. Pre-tin the area to receive the patch.
6. Place a weight over patch to hold it firmly to the metal, if the patch is on a steep slope or
vertical surface, clamp or tack or solder it in place or fasten mechanically with rivets. Soft
solder the patch over the defect.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 076200-2
Dubuque Sheet Metal Flashing and Trim
3.3 CLEANING AND PROTECTION
A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering.
B. Clean and neutralize flux materials. Clean off excess solder and sealants.
C. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are
installed unless otherwise indicated in manufacturer's written installation instructions.
END OF SECTION 07 6200
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 076200-3
Dubuque Sheet Metal Flashing and Trim
[Page Intentionally Left Blank]
SECTION 07 9200—JOINT SEALANTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Condi-
tions, Specific Requirements and other Division 1 Specification sections, apply to the work of
this Section.
1.2 DESCRIPTION OF THE WORK
A. This Section includes, but is not limited to, the following:
1. Sealant at masonry anchors.
1.3 RELATED WORK DESCRIBED ELSEWHERE
A. Section 04 0513 — Mortars and Grouts for setting and pointing mortars.
1.4 SUBMITTALS
A. Product Data: For each joint-sealant product indicated. Information shall include the following:
1. Manufacturer's technical information, including Material Safety Data Sheet (MSDS), and
handling/installation/curing instructions, where applicable, for each sealant system and
component specified.
B. Samples:
1. Provide manufacturer's color chard of standard available colors for sealant exposed to view.
2. Provide samples of the following:
a. Sealant, provide one (1) tube of each type specified.
C. Mock-ups:
1. Provide one (1) full-scale mock-up of each type of installation required. Minimum size of
sealant mock-up shall be two (2) linear feet.
2. In each, demonstrate all aspects of old sealant removal, joint preparation, and installation of
backup waterproofing materials.
3. Mock-ups to be completed and approved prior to commencement of the work of this Section.
D. Miscellaneous:
1. Contractor's and Manufacturer's guarantees.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 079200-1
Dubuque, Iowa Joint Sealants
1.5 QUALITY ASSURANCE
A. Use adequate numbers of workers skilled in the sealant process herein specified, and having a
minimum of three (3) years experience with restoration projects similar to that of this project.
B. In acceptance or rejection of the work, no allowance will be made for lack of skill on the part of
the workers.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to the project site in unopened containers/packaging, with labels intact clearly
identifying manufacturer, brand, type and other related pertinent information. Delivered
materials shall be identical to certificates.
B. Store materials in a manner that prevents any damage, deterioration or contamination. Store all
cementitious materials under cover and elevated above grade, protected from the elements.
Comply with manufacturer's recommendation for minimum and maximum temperature
requirements for storage.
C. Remove any damaged, contaminated, hardened, or partially set material from site immediately
and replace with new acceptable material.
1.7 PROJECT CONDITIONS
A. Weather Conditions:
1. Install elastomeric sealants when temperature is in lower third of temperature range
recommended by sealant manufacturer.
1.8 GUARANTEE
A. Upon completion of this portion of the work, and as a condition of its acceptance, provide the
Owner with a written guarantee cosigned by the installer (if other than the Contractor)
guaranteeing that the installed sealants will remain intact and watertight for a period of at least
five (5) years from the Date of Substantial Completion, and that all replacement or repairs
required shall be made promptly and in accordance with these Specifications, and at no
additional cost to the Owner.
PART 2 - PRODUCTS
2.1 ELASTOMERIC SEALANT
A. General:
1. One-part formulation polyurethane-based, non-sag sealant, suitable for unprimed application
to cast stone, brick and terra cotta masonry, and complying with ASTM C 920, Type S,
Grade NS, Class 25. Sealant shall accommodate joint movement of 100% in extension and
50% in compression, and, where applicable, be fully compatible with installation of specified
backer rod or bond-breaker tape.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 079200-2
Dubuque, Iowa Joint Sealants
a. Sikaflex 1a, Sika Corporation, 100 Dan Road, Canton, MA 02021, 800-451-2504,
usa.sarnafi I.si ka.cc m.
PART 3 - EXECUTION
3.1 INSPECTION
A. Examine joint surfaces and conditions under which sealant work is to be performed and notify
Architect immediately of any unsatisfactory conditions. Do not proceed with installation until
unsatisfactory conditions have been corrected.
3.2 SEALANT JOINT PREPARATION
A. Joint and adjacent stone shall be clean, dry, and free of all mortar, dust, and caulk or sealant.
Mask joints as required to protect adjacent materials and achieve a neat, clean seal.
3.3 SEALANT JOINT INSTALLATION
A. Strip off excess sealant, when set, remove masking tape.
3.4 CLEAN-UP, CURE AND PROTECTION
A. Cure sealants in accordance with manufacture's written instructions, to obtain high early bond
strength, internal cohesive strength, and surface durability.
B. Spillage:
1. Do not allow sealant to overflow confines of joint, or onto adjoining work, or to migrate into
voids of exposed finishes. Clean adjoining surfaces completely and safely of all excess
sealant, without damaging the surface.
a. Protect finished joints from contamination or damage, so that they are without
deterioration or damage at Substantial Completion of the Project.
END OF SECTION 07 9200
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 079200-3
Dubuque, Iowa Joint Sealants
[Page Intentionally Left Blank]
SECTION 09 9600- HIGH-PERFORMANCE COATINGS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Condi-
tions, Specific Requirements and other Division 1 Specification sections, apply to the work of this
Section.
1.2 DESCRIPTION OF THE WORK
A. This Section includes surface preparation and the application of high-performance coating systems
on the following exterior substrates:
1. Formed Sheet Iron
2. Cast Iron
1. Mild Steel
B. Surface preparation, priming, and finish coats specified in this Section are in addition to shop
priming and surface treatments specified in other Sections.
C. Do not paint prefinished items, concealed surfaces except for back-priming, finished metal
surfaces, operating parts, or labels.
1.3 RELATED WORK DESCRIBED ELSEWHERE
A. Section 09 9000 —Painting and Coating
1.4 SUBMITTALS
A. Product Data: For each type of paint system indicated, include primers.
B. Samples: For each finish and for each color and texture required.
C. Material List: Printout of current "MPI Approved Products List' for each product category specified
in Part 2, with the proposed product highlighted. Indicate each material and cross reference
specific coating, finish system and application.
1.5 QUALITY ASSURANCE
A. MPI Standards:
1. Products: Complying with MPI standards indicated and listed in "MPI Approved Products List'.
2. Consult"MPI Maintenance Repainting Manual'
a. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting
Specification Manual'for products and paint systems indicated.
B. Mockups: Apply benchmark samples of each paint system indicated and each color and finish
selected to verify preliminary selections made under sample submittals and to demonstrate
aesthetic effects and set quality standards for materials and execution.
1. Architect will select one surface to represent surfaces and conditions for application of each
paint system specified.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 099600-1
Dubuque, Iowa High-Performance Coatings
2. Final approval of color selections will be based on benchmark samples.
C. If preliminary color selections are not approved, apply additional benchmark samples of additional
colors selected by Architect at no added cost to Owner.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to job site in original new and unopened container bearing the manufacturer's
name and label, including the following information:
1. Name or title of material,
2. Federal Specification (Fed. Spec.) number, if applicable,
3. Manufacturer's stock number and date of manufacture,
4. Manufacturer's name,
5. Contents, by volume, of major pigment, and vehicle constituents,
6. Thinning instructions;
7. Application instructions,
8. Color name and number.
B. Store coating and coating materials only in space assigned for that purpose, and appropriate for
the safe storage of combustible or flammable materials. Comply with all applicable regulations of
governmental authorities having jurisdiction.
C. Store used coating materials, including brushes, roller, rags, cloths, tarps, cans, and other waste in
receptacles with tight covers, designed specifically for that use.
D. Remove used coating materials from the site daily, and dispose of in accordance with all applicable
environmental safety regulations.
1.7 JOB CONDITIONS
A. Application of coatings shall always in strict conformance with manufacturer's written
specifications. Generally, with regard to temperature, apply coatings only when temperature of
surfaces to be coated and the ambient air temperatures are between 500 - 90° Fahrenheit.
PART 2 - PRODUCTS
2.1 HIGH-PERFORMANCE COATINGS, GENERAL
A. Coating content and formulation shall conform to all current codes, requirements and standards of
the DEP, DEC, EPA, OSHA, ANSI, and all other local, state, and federal authorities having
jurisdiction.
B. Material Compatibility:
1. Provide materials for use within each coating system that are compatible with one another
and substrates indicated, under conditions of service and application as demonstrated by
manufacturer, based on testing and field experience.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 099600-2
Dubuque, Iowa High-Performance Coatings
C. Colors and Finishes:
1. Contractor shall furnish manufacturer's standard color chart for surfaces to be coated.
2. Color of primer and intermediate coat shall be different from each other and finish coat.
2.2 METAL PRIMERS
A. Modified Polyamidoamine Epoxy 6.0/5.0 mils: Tnemec Inc, Chembuild Series 135.
1. Primer Finish: red
2. Intermediate Finish: grey
2.3 POLYURETHANE COATINGS
A. Aliphatic Acrylic Polyurethane 3.0/ 1.5 mils, Two-Component, Semi-Gloss: Tnemec Company, Inc.
Endurashiled II Series 73
1. Finish: as selected by architect from manufacturer's standard color chart.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements for
maximum moisture content and other conditions affecting performance of work.
1. Verify compatibility with and suitability of substrates, including compatibility with existing
finishes or primers.
2. Begin coating application only after unsatisfactory conditions have been corrected and
surfaces are dry.
3. Coating application indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural
Painting Specification Manual"applicable to substrates indicated.
B. Remove plates, machined surfaces, and similar items already in place that are not to be coated. If
removal is impractical or impossible because of size or weight of item, provide surface-applied
protection before surface preparation and coating.
1. After completing coating operations, reinstall items that were removed, use workers skilled
in the trades involved.
C. Clean substrates of substances that could impair bond of coatings, including dirt, oil, grease, rust,
scale, and incompatible paints and encapsulants.
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 099600-3
Dubuque, Iowa High-Performance Coatings
1. Remove incompatible primers and reprime substrate with compatible primers as required to
produce coating systems indicated.
D. Steel Substrates: Remove rust and loose mill scale using methods recommended in writing by
coating manufacturer.
3.3 APPLICATION
A. Apply high-performance coatings according to manufacturer's written instructions.
1. Use applicators and techniques suited for coating and substrate indicated.
2. Coat surfaces behind movable equipment and furniture same as similar exposed surfaces.
Before final installation, coat surfaces behind permanently fixed equipment or furniture with
prime coat only.
3. Coat back sides of access panels, removable or hinged covers, and similar hinged items to
match exposed surfaces.
B. If undercoats or other conditions show through final coat, apply additional coats until cured film
has a uniform coating finish, color, and appearance.
C. Apply coatings to produce surface films without cloudiness, spotting, holidays, laps, brush marks,
runs, sags, ropiness, or other surface imperfections. Produce sharp glass lines and color breaks.
3.4 CLEANING AND PROTECTION
A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from
Project site.
B. After completing coating application, clean spattered surfaces. Remove spattered coatings by
washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.
C. Protect work of other trades against damage from coating operation. Correct damage by cleaning,
repairing, replacing, and recoating, as approved by Architect, and leave in an undamaged
condition.
D. At completion of construction activities of other trades, touch up and restore damaged or defaced
coated surfaces.
END OF SECTION 09 9600
The City of Dubuque
Five Flags Theater Masonry Rehabilitation
&Fire Escape Project 10 February 2017 099600-4
Dubuque, Iowa High-Performance Coatings
[Page Intentionally Left Blank]
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MATCH EXISTING FIVE FLAGS THEATER
RE:A2-A101 MASONRY
00 REHABILITATION AND
N.T.S. - NORTH ❑ EXISTING
STONE COPING FIRE ESCAPE PROJECT
ISSUE
AREAS OF METAL REPAIR. ISSUE 01
CONTRACTOR TO CONFIRM J110
EXTENTS OF REPAIRS ISSUE DATE
DURING BIDDING.ALL 02.10.2017
HOLES TO BE REPAIRED.
PROJECT NO.
1705
f DRAWN BY
1 � WM
A -� j T A CHECKED BY
t AM
A4 Al
A� -- • A103 A102 SHEET TITLE
'r GENERAL
� INFORMATION AND
Fes_ ROOF PLAN
A2 PHOTO - METAL CORNICE A4 ROOF PLAN A101
N.T.S. A4-A101 1/8" = 1'-0" - NORTH
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EXISTING MASONRY TO BE EXISTING MASONRY TO BE RE- n a o
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COPINGS AND AT CHIMNEY COPINGS AND AT CHIMNEY
RE: NOTE ON Al-A102 FOR RE: NOTE ON Al-A102 FOR
ESTIMATED AREAS ESTIMATED AREAS
o
Q
D ¢ D
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EXISTING MASONRY TO BE SPOT
RE-POINTED AS REQUIRED
RE: NOTE ON Al-A102 FOR
ESTIMATED AREAS Aki
EXISTING MASONRY TO BE SPOT
C RE-POINTED AS REQUIRED C
RE: NOTE ON Al-A102 FOR
ESTIMATED AREAS
Cl EXISTING NORTH ELEVATION C4 EXISTING NORTH ELEVATION
N.T.S. A4-A101 N.T.S. A4-A101
EXISTING ORNAMENTAL METAL CORNICE
TO BE REPAIRED; HOLES TO BE BRAZED
AND AREAS OF REPAIR TO BE
RE-PAINTED TO MATCH EXISTING LIKELY AREAS
OF RE-POINTING
.i APPROXIMATE MASONRY AREAS
` -
RE-POINTING: t 300 SF
(25%OF PARAPETS)
SPOT RE-POINTING: t 1,400 SF
►
(10%OF OVERALL)
zip
BASE BID TO INCLUDE
500 SELECTIVE BRICK REPLACEMENTS
CAMEL-BACK COPINGS TO BE
REPAIRED AT NORTH &SOUTH SIDES
B RE:Al-Al 04 B
CLEAN ALL ORNAMENTAL METAL
- - - - ---- - COPINGS AND FACADE ELEMENTS EXISTING MASONRY TO BE RE-
rmLmzm _L_ - WITH SOAP AND USE POINTED
--- - - - GENTLEST MEANS AS POSSIBLE " ' " - —
- - - - - COPINGS AND AT CHIMNEY
RE: NOTE ON Al-A102 FOR TIM CITY of
- ESTIMATED AREAS ' .1# ice^ ' �T T� E
_ lJ
. ., . •
EXISTING MASONRY TO BE SPOT EXISTING MASONRY TO BE SPOT Masterpiece on the Mississippi
RE-POINTED AS REQUIRED RE-POINTED AS REQUIRED
RE: NOTE ABOVE FOR ESTIMATED RE: NOTE ON Al-A102 FOR
E-- - AREAS ESTIMATED AREAS
FIVE FLAGS THEATER
- MASONRY
REHABILITATION AND
- FIRE ESCAPE PROJECT
ISSUE
f.
3 H ISSUE 01
�i
ISSUE DATE
02.10.2017
PROJECT NO.
_ 1705
-r. DRAWN BY
WM
A EXISTING STONE BASE - A CHECKED BY
TO BE RE-POINTED TO AM
FULL DEPTH, TYP
SHEET TITLE
v : x. _ L #► - >,. EXISTING EXTERIOR
-" -- ELEVATIONS AND
VIEWS
Al EXISTING EAST ELEVATION A4 EXISTING VIEW FROM NORTHWEST Al 02
N.T.S. A4-A101; A4, Cl, C4-A102; Al ,A4, Cl, C4-A103 N.T.S. A4-A101
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111/1111//111//1111/11111//1111//1111//11111111111111//1111//1111//1111//1111//111//1111/1111//1111//1111//1111//111//1111//111///111///1111//111///111//111//1111/,111
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//1111//1111//111//1111/1111//1111//1111//1111//1111//111/1111//1111//1111//1111//1111//1111/1111//1111//1111//1111//111//1111/1111//1111//1111//1111//1111//111//1111/
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COPINGS
NOTE ON 02 FOR
ESTIMATED AREAS
t
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RE: NOTE ON Al-Al 02 FOR
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FROM
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... -• . •• •. EXISTING COPING CAMEL-BACK C
• . • • BE
• 01 q TO : - . REPAIRED AT NORTHSOUTH
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11111111 N1111,1RE: NOTE ON 02 FOR WITH SOAP . WATER. USE
• ' • • • . 11111111 1111E♦1t
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-------------- EXISTING--- 1111111 1111111 • ::•••••• 11•••, �
-- !1111111 N111111 • • ••
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RE-POINTED • . ••
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EXISTING FIRE ESCAPE AND
- ILANDINGS TO BE
REPAIRED m.ew ,. TYP — — — -- —
.j.{ y
TmTLR
EXISTING SOUTH ELEVATION EXISTING VIEW FROM '
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MODIFY EXISTING STEEL TUBE
AND WELD TO GALVANIZED
STEEL PLATE
EXISTING DOOR FRAME EXISTING EXISTING FIRE ESCAPE
STEEL TUBE STEEL TUBE SUPPORT
SUPPPORT
EXISTING CONCRETE SILL AT DOOR LOCATIONS BRACKET 6"
` RE-POINTED MORTAR TO
EXISTING FIRE ESCAPE WALKWAY 1" 4" 1" MATCH EXISTING RAKE
1/2"COPING PROFILE AND DEPTH
1/4 ` `
_ 1/2"GALVANZIED
ANCHOR, EMBED 6 3/4"
MINIMUM WITH- -
A'; HIT-HY 70 ADHESIVE
REPLACE ALL DAMAGED
AND STAINED BRICK FROM
ORIGINAL STEEL SUPPORT
EXISTING STEEL ANGLE TO BE REPLACED IN-KIND 1/4"THICK GALVANIZED PRIOR TO INSTALLATION
WITH STAINLESS STEEL ANGLE. TYPICAL AT ALL EACH ANCHOR TO BE STEEL PLATE, OF NEW STEEL PLATE
LOCATED IN DIFFERENT .
LANDING CONDITIONS. MATCH EXISTING ANCHOR PAINT TO MATCH CLEAN AND RE-USE
METHOD. NEW ANGLE TO BE BLASTED OR BRICK.ADJUST LENGTH ADJACENT RED BRICK STAINED BRICK WHERE
C ACID-WASHED TO ACCEPT PAINT. OF STEEL PLATE AS STAIN CAN BE REMOVED. C
PAINT TO MATCH ADJACENT RED BRICK. NECESSARY COORDINATE LOCATION
OF ZIED STEEL
PLATEATE WITH EXISTING
STEEL TUBE SUPPORT
C2 LANDING DETAIL C4 FIRE ESCAPE STEEL SUPPORT DETAIL
3" = 1'-0" A1,A4-A103; A4-A104 3" = 1'-0" A1,A4-A103; A4-A104
Z
0
vw NEW"A"PROFILE LEAD
co WEATHERCAPS AT
TRANSVERSE JOINTS
BETWEEN COPING
EXISTING STONE SECTIONS; "B"PROFILE
COPING TO BE _ SEALANT TO BE USED AT 90
REMOVED& z. "
INTERSECTIONS
CONTRACTOR TO CONDUCT
SALVAGEDMORTAR. EXPLORATORY PROBE TO
RE-SE DETERMINE EXISTING TERMINATION INATION
CONDITION OF EACH BRACKET;
EXISTING EMBEDDED BRACKET IN
BRICK TO BE SELECTIVELY
- REMOVED FROM BRICK AND
MODIFIED FOR REINSTALLATION TO
1,
SURFACE-MOUNTED ANCHOR,
#3 FIBERGLASS PINS SET NEW NON-ASPHALTIC RE:TYPICAL.
4
B IN GROUT IN NEW HOLES; N COPPER MESH FABRIC _ ,\ B
TWO PER STONE,TYP FLASHING
1G,LENGTH OF
STONE COPING,
TYP
v THE C17Y OP
LONGITUDINAL-SECTION EXISTING SEALANT TO BE \ ` DUB E
EXTENT OF LEAD REMOVED AND MASONRY
WEATHERCAPS BEYOND TO BE REPLACED AND s Masterpiece on the Mississippi
Z
rP PP
0o RE-POINTED,TYPICAL
RE: SECTION ABOVE
zN / _
o � FIVE FLAGS THEATER
— EXISTING MASONRY 1\
WITH CRACKS TO BE EXISTING STEEL ANGLE TO BE MASONRY
EXISTING STONE COPING --- -- --.'( WEATHERCAP TO TURN DOWN REPLACED AND REHABILITATION AND
TO BE REMOVED& ' REPLACED IN-KIND WITH STAINLESS
SALVAGED FOR RE-USE mI VERTICAL FACE OF STONE; RE-POINTED, TYPICAL J' STEEL.TYPICAL AT ALL LANDING FIRE ESCAPE PROJECT
VERTICAL INSERT TO BE J CONDITIONS NEW ANGLE TO BE
NOTCHED&TRIMMED AS - ) -. -.—�— --.
.I RE: C2-A11
T. ,2 . 4 . REQUIRED TO FOLLOW PROFILE - - BLASTED OR ACID-WASHED TO
l' CACCEPT 2-A104
WATER CUTOFF MASTIC I I ' • � I ISSUE
AROUND PINS �„ . v . �„ . i. ISSUE 01
ISSUE DATE
02.10.2017
NEW MORTAR BED FOR
I
r
COPING - PROJECT NO.
EXISTING FIRE ESCAPE, SUPPORT 1705
#3 FIBERGLASS PINS SET i BRACKETS, CONNECTIONS AND
IN GROUT IN NEW HOLES; NEW NON-ASPHALTIC HANDRAIL TO BE PAINTED. COLOR DRAWN BY
TWO PER STONE,TYP FCOPPER LASHING MESH FABRIC TO MATCH ADJACENT RED BRICK WM
A _ -
����.,..... L�i A CHECKEDAM
VARIES
SHEET TITLE
DETAILS
CROSS-SECTION
Al COPING DETAILS A2 ELEVATION DETAIL A4 FIRE ESCAPE DETAIL Al 04
3" = 1'-0" Al, C1-Al 02; Al, A4, C1-Al 03 N.T.S. Al-Al 02 N.T.S Al, A4-A103
®2017 563 Design,LLC
I l I 2 I 3 I 4 I 5 Im
STATE OF IOWA {SS:
DUBUQUE COUNTY
CERTIFICATION OF PUBLICATION
I, Suzanne Pike, a Billing Clerk for Woodward Communications, Inc., an Iowa corporation, publisher
of the Telegraph Herald,a newspaper of general circulation published in the City of Dubuque, County
of Dubuque and State of Iowa; hereby certify that the attached notice was published in said newspaper
on the following dates: February 24, 2017, and for which the charge is $18.92.
Subscribed to before m ,,a�Notary Public in and for Dubuque County, Iowa,
this 4, day of � , ,2/ , 20 /7 .
2,2414-g
U
Notary Public in and for Dubuque County, Iowa.
MARY K WESTERMEYER
Commission Number 154885
My Commission Exp. Feb. 1.2020
CITY OF DUBUQUE
OFFICIALNOTICE
NOTICE;OF",PUBLIC
HEARING- ON. PLANS,'
S P E C IF;I'CA T I O,N'S,
FORM OF'COHTRACT;
.AND" ''ESTIMATED,
COST 'FOR 'THE' FIVE
FLAGS THEATER MA
SONRY ' REHABILITA-
TION IMPROVEMENT
PROJECT
NOTICE:IS HEREBY
GIVEN:, The"Gity,Cou'n-
cil of the Cityof-Dubu
que; lowa',will ;field. a
public' hearing 2on ,the
proposedr plans;speci
floater's, form of con-
tract• and estimated
cost for the .Flye: Flags'
Theater Masonry. Reha;,
bilitation Improvement'
Project, in accordance I
With the, provisions, -of
Chapter 26, Code of lo,-„
wa, at 6:00 p.m:;"on the
6th day of March, 2017,'
in the Historic Federal'
Building Councjj Cham-
bers (second floor),
350 West 6th Street,
Dubuque, Iowa. Said,
proposed pplans,-speci-
fications, fbrm Of -con-
tract and estimated
cost -are now on file in
the' office' of the City
Clerk. At said hearing
any interested person
may appear and file
objections thereto.
The scop,e of the Proj-
ect is as-follo'ws:. The
masonry rehabilitation
of Five Flags • Theater
and fire escape repairs.
Any visual or hearing
impaired. persons'
needing Special assis-_
tance or persons with
special .accessibility
needs should' ,contact
the City'Clerks: office'
at (563) 589.4120 or
TDD at (563).696-66`18
at•least' 48 hpUrs.prior
to the meeting.,
Published. by.order of
the City Council given
on the 20th dayof Feb-
ruary, 2017: `:
Kevin S.Firnstahl;
City Clerk
1t 2/24