Roof Replacement - County Senior Center.pdf
PDF 5 MB Posted
- Attached to
- Roof Replacement at County Senior Center
- Solicitation number
- 27-008
- Issued by
- Carteret County, North Carolina
About this file
This Request for Proposals (RFP) from Durham County, North Carolina seeks qualified contractors to perform roof repair and replacement at the Durham County Senior Center located at 406 Rigsbee Avenue, Durham, NC. The project scope includes replacement of the lower canopy roof section (Section C), replacement of base flashings, membrane repairs, and replacement of coping, with work quantities specified as 405 square feet of roof system replacement (R1RM), 25 linear feet of base flashing replacement (R1BF), 10 linear feet of membrane repairs (X1RM), and 25 linear feet of coping replacement (R1CO). Additionally, an alternate bid option includes 185 linear feet of membrane repairs, 280 linear feet of unbonded area repairs, and 60 linear feet of base flashing replacement. A pre-proposal conference is scheduled for September 22, 2026 at 10:00 a.m. Eastern Time at the Durham County Purchasing Division, with an immediate site visit following the conference. The last date for written questions is September 29, 2026 at 3:00 p.m. Eastern Time. Sealed proposals are due October 8, 2026 at 2:00 p.m. Eastern Time. The initial contract term extends from the date of award through June 30 of the year in which the contract is awarded, with options to renew for up to four additional one-year terms under the same terms and conditions based on satisfactory performance. The project must be completed within six months of the notice to proceed, with all work scheduled within 60 calendar days from commencement.
Evaluation of proposals will be based 50 percent on specifications and ability to meet provided repair specifications and 50 percent on price competitiveness. One original and five copies of proposals, limited to 30 double-sided or 60 single-sided pages, must be submitted bound in a single volume. Required submission materials include signed forms (proposal form, addendum acknowledgement, non-collusion affidavit, affidavit of compliance for E-Verify, and vendor application/W-9), executive summary, corporate overview, approach to services, organization and staffing chart with resumes, qualifications and experience documentation including five-year project history with client references, and conflict of interest disclosure. All proposals must be accompanied by bid security equal to not less than 5 percent of the gross bid amount, with performance and payment bonds required in the amount of the contract. Invoices will be paid net 30 days. The County reserves the right to accept or reject any or all proposals in whole or in part, award to a single or multiple contractors, and cancel any contract with 30 days written notice without penalty. The roof system must comply with tested assemblies per FM 4474, UL 580, or UL 1897 standards to resist specified wind uplift pressures, with contractor responsible for providing submittal documentation. A two-year contractor's warranty is required, with the contractor obligated to respond to emergency repairs within 24 hours and perform permanent repairs promptly at no expense to the owner.
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DURHAM COUNTY
NORTH CAROLINA
REQUEST FOR PROPOSALS
Roof Repair at Durham County Senior Center
RFP 27-008
Proposals Due:
October 8, 2026
2:00 P.M. Eastern Time
Table of Contents
PROPOSAL SCHEDULE
REQUEST FOR PROPOSALS
LEGAL NOTICE
INSTRUCTIONS TO PROPOSERS
2. PRE-PROPOSAL CONFERENCE:
3. SITE VISIT:
4. PROPOSAL DUE DATE:
5. COMMUNICATION WITH PROPOSERS:
6. LATE PROPOSALS:
EQUAL EMPLOYMENT OPPORTUNITY
QUALIFICATIONS AND SUBMISSION REQUIREMENTS
Tab 1 – Signed Forms Tab 2 – Executive Summary Tab 3 – Corporate Overview Tab 4 – Approach Tab 5 – Organization and Staffing Tab 6 – Qualifications and Experience Tab 7 – Conflict of Interest
EVALUATION AND AWARD CRITERIA
SCOPE OF WORK
ATTACHMENTS AND AFFIDAVITS
PROPOSAL FORM
NO PROPOSAL REPLY FORM
ADDENDUM ACKNOWLEDGEMENT
NON-COLLUSION AFFIDAVIT
AFFIDAVIT OF COMPLIANCE
VENDOR APPLICATION & W-9
PROPOSAL SCHEDULE
(Note: The below dates are subject to change)
Advertisement Date
September 13, 2026
*Pre-Proposal Conference Date
September 22, 2026
10:00 AM, EST
Site Visit Date/Location
September 22, 2026
Immediately following the Pre-Proposal Conference
Last Date for Questions
September 29, 2026
3:00 PM, EST
Proposal Due Date
October 8, 2026
2:00 PM, EST
REQUEST FOR PROPOSALS
ISSUE DATE: Date: September 13, 2026
ISSUING DEPARTMENT: County of Durham Purchasing Division of Finance 201 East Main Street, 7th Floor, Room 703 Durham, NC 27701
Sealed proposals will be received until 2:00 P.M., Eastern Time on October 8, 2026. The purpose and intent of the Request for Proposals (RFP) is to solicit proposals from qualified firms to provide roof repair at the Durham County Senior Center.
All inquiries concerning the Scope of Work, Proposal Submission Requirements or Procurement Procedures should be directed to:
Godfrey Herndon, Procurement Specialist Purchasing Division
Email: purchasinggroup@dconc.gov Telephone: 919-560-0741
Sealed proposals shall be mailed and/or hand delivered to the Issuing Department shown above, and the envelope shall bear the name and number of this Request for Proposals (RFP). It is the sole responsibility of the Proposer to ensure that his/her Proposal reaches the Purchasing Division by the designated date and hour indicated above.
In compliance with this Request for Proposals and to all the terms and conditions imposed herein, the undersigned offers and agrees to furnish the goods and services described in accordance with the attached signed proposal.
Firm Name: ____________________________________________ Date:
Address: _____________________________ __________ By:
(Name Typed/Printed)
(Signature in Ink) Phone:
mailto:purchasinggroup@dconc.gov
LEGAL NOTICE
Roof Repair at Durham County Senior Center
RFP 27-008
The County of Durham will receive sealed proposals for qualified Contractor(s) to establish a contract to provide roof repair at the Durham County Senior Center, 406 Rigsbee Avenue, Durham, NC, on October 8, 2026, at 2:00 P.M Eastern Time, in the Durham County Purchasing Division of Finance, 201 East Main Street, 7th Floor, Room 703, Durham, North Carolina 27701. No proposals will be accepted after the official time and date.
PRE-PROPOSAL CONFERENCE:
A Pre-Proposal Conference will be held at 10:00 A.M. Eastern Time, on September 22, 2026, located in the Durham County Purchasing Division’s Conference Room, 201 East Main Street, 7th Floor, Room 703, Durham, North Carolina 27701.
SITE VISIT: A site visit will occur immediately after the pre-proposal conference.
An electronic copy of this Request for Proposal (RFP) can be obtained from Durham County’s eBid System located under Bid Opportunities at https://dconc.gov/Finance/Purchasing/Bid-Opportunities.
Proposers can download a copy of the solicitation and all addenda by registering in the system.
The County reserves the right to accept or reject, in whole or in part, such proposals as appears in its judgment to be in the best interest of the County.
Publication Date: September 13, 2026 https://dconc.gov/Finance/Purchasing/Bid-Opportunities
INSTRUCTIONS TO PROPOSERS
1. In order for a proposal to be considered, it must be based on terms, conditions and Scope of Work contained herein and must be a complete response to this RFP. One (1) hard copy Original, and five (5) hard copies of the Original and shall be submitted to the Issuing Department. The original Proposal should be marked “Original”. The copies must consist of all documents that are included in the “Original” Proposal. No other distribution of the Proposal shall be made by the Proposer. Proposals shall be limited to thirty (30) double-sided or sixty (60) single-sided pages or less and must be signed by an authorized representative. Each Proposal should be bound in a single volume with all relevant documentation. The coversheet, the letter of introduction, section dividers, detailed résumés, forms and dividers are not included in this page limit. The County may elect to require oral presentations after receipt of the proposals.
2. PRE-PROPOSAL CONFERENCE: A Pre-Proposal Conference will be held at 10:00 A.M. Eastern Time, on September 22, 2026, located in Durham County Purchasing Division’s Conference Room, 201 East Main Street, 7th Floor, Room 703, Durham, North Carolina 27701. The purpose of this Conference is to allow all potential Proposers an opportunity to present questions and obtain clarifications relative to this solicitation. While attendance at this Conference will not be a prerequisite to submitting a proposal, all potential Proposers are strongly encouraged to attend and read the entire solicitation in advance. Any changes resulting from this Conference will be issued in a written Addendum to the solicitation.
3. SITE VISIT: Site Visit will follow the Pre-Proposal Conference on September 22, 2026. For additional Site Visit information contact:
Project Manager: Lee Duncan Telephone: 919-451-9694 Email: leeduncan@dconc.gov
4. PROPOSAL DUE DATE: Sealed proposals will be received until 2:00 P.M. Eastern Time, on
October 8, 2026.
Proposals must be mailed, or hand delivered to:
Durham County Purchasing Division Attn: Godfrey Herndon, Procurement Specialist 201 East Main Street, 7th Floor, Room 703 Durham, NC 27701
Sealed proposals shall be duly marked and/or identified with Proposer name, address and RFP number.
5. COMMUNICATION WITH PROPOSERS: All communication between the Purchasing Division and prospective Proposers shall be in writing. E-mailed questions will be accepted and can be sent to purchasinggroup@dconc.gov. Any inquiries, requests for interpretation, technical questions, mailto:purchasinggroup@dconc.gov clarification, or additional information shall be directed to Godfrey Herndon, Procurement Specialist at the email address above. All questions concerning this RFP shall reference the RFP number, section number and paragraph. Questions and responses affecting the Scope of Work will be provided to all Proposers by issuance of an Addendum. All questions shall be received by the Purchasing Division no later than 3:00 P.M., Eastern Time on September 29, 2026.
NO EXCEPTIONS.
6. LATE PROPOSALS: Sealed proposals received after the date and time specified will not be considered for award and will be returned to the Proposer unopened.
7. VENDOR APPLICATION: All Proposers shall complete and submit the Vendor Application along with the W-9 Form. This information will be used to create or update the County’s electronic vendor database upon award of contract.
8. DISCREPANCIES AND OMISSIONS: Should a Proposer find discrepancies in, or omissions from the documents, or should be in doubt as to their meaning, he/she should at once notify the County, and a written Addendum shall be issued. The County will not be responsible for any oral instructions. Acknowledgment of any Addendum received shall be noted on the Addendum Acknowledgement Form included in the Proposal. In closing of a contract, any Addendum issued shall become a part thereof.
9. SECURITY OF NON-PUBLIC RECORDS: Pursuant to N.C.G.S. § 132-1.7, entitled, “Sensitive
Public Security Information”, public records, as defined in G.S. 132-1, shall not include information containing specific details of public security plans and arrangements or the detailed plans and drawings of public buildings and infrastructure facilities. Therefore, all information provided, received, gathered or obtained by BIDDER containing specific details of public security plans and arrangements or the detailed plans and drawings of public buildings and infrastructure facilities shall be held confidential and shall be used by the BIDDER only for the purpose of responding to this bid.
All plans and drawings shall be returned to the County. Any breach of this paragraph by the BIDDER may result in BIDDER being barred from being awarded any contracts with the COUNTY.
10. E-VERIFY: As a condition of payment for services rendered under this agreement, CONTRACTOR shall comply with the requirements of Article 2 of Chapter 64 of the General Statutes. Further, if CONTRACTOR provides the services to the County utilizing a subcontractor, CONTRACTOR shall require the subcontractor to comply with the requirements of Article 2 of Chapter 64 of the General Statutes as well. CONTRACTOR shall verify, by affidavit, compliance of the terms of this section upon request by the COUNTY.
END OF INSTRUCTIONS TO PROPOSERS
EQUAL EMPLOYMENT OPPORTUNITY
During the performance of this contract, the contractor agrees as follows:
A. The contractor will not discriminate against any employee or applicant for employment because of race, handicap, age, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to race, handicap, age, color, religion, sex or national origin. Such action shall include but not be limited to the following: employment, upgrading, demotion or transfer, recruitment or recruiting advertising, layoff or termination rates of pay or other forms of compensation, and selection for training including apprenticeship. The contractor agrees to post in conspicuous places available to employees and applicants for employment notices setting forth the provisions of the nondiscrimination clause.
B. The contractor will in all solicitations or advertisements for employees placed by or on behalf of the contractor state that all qualified applicants will receive consideration for employment without regard to race, handicap, age, color, religion, sex, or national origin.
C. The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding a notice to be provided advising the labor union or workers' representative of the contractor's commitments under the Equal Employment Opportunity section of this contract and shall post copies of the notice in conspicuous places available to employees and applicants for employment.
D. In the event of the contractor's noncompliance with nondiscrimination clauses of this contract or with any such rules, regulations or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further County contracts.
E. The contractor will include the provisions of this section in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Board of County Commissioners of the County of Durham, North Carolina so that such provisions will be binding such Subcontractor or Proposer.
QUALIFICATIONS AND SUBMISSION REQUIREMENTS
The Proposal must include all of the information set forth in this Section and other Sections of this RFP and should be organized and tabbed appropriately. Unnecessary elaborate brochures or other materials beyond those sufficient to present a complete and effective response to this solution are not desired and may be construed as an indication of the Proposer’s lack of cost consciousness. Therefore, elaborate artwork, expensive paper and bindings, etc., are strongly discouraged.
One (1) Original hard copy, and five (5) hard copies of the Original, shall be submitted to the Issuing Department.
Tab 1 – Signed Forms This Tab should include the following forms and information.
a. Proposal Form
b. No Proposal Reply Form (If Applicable)
c. Addendum Acknowledgement Form
d. Non-Collusion Affidavit Form (Must be Notarized)
e. Affidavit of Compliance (E-Verify) Form (Must be Notarized)
f. Vendor Application/W-9 Form
Tab 2 – Executive Summary This Tab should provide a brief summary of the Proposer’s understanding of the Scope of Work presented in this RFP and emphasize any unique aspects or strengths of the Proposal.
Tab 3 – Corporate Overview This Tab should present an overview of the Proposer’s organization and should include the firm’s name, address, phone and fax numbers, firm history, email address and phone number of the firm’s representative for the Proposal.
Tab 4 – Approach This Tab should present the Proposer’s approach to providing the services specified in this RFP. This Tab should describe the services to be provided, who will provide the services, how the services will be provided, etc. This Tab should include a description of activities, such as the project methodology and timeline for project completion, etc. The Proposer should also include in this Section its plan for managing the work requirements. Most of the proposed responses to the requirements found in Work Requirements should be included under this Tab.
Tab 5 – Organization and Staffing This Tab should present the Proposer’s proposed organization structure and staffing chart showing specific job classifications, number of employees and full-time equivalent employees by position and reporting relationships. Résumés for all managerial and key personnel should be provided in sufficient detail to be able to determine the nature and depth of each individual’s relevant experience. This Tab should also identify any of the required services that the Proposer intends to subcontract, if any, providing for each (i) the reasons for subcontracting, (ii) the proposed subcontractor’s responsibilities, and (iii) information identifying proposed subcontractor’s name, location, relevant personnel and experience.
Tab 6 – Qualifications and Experience In this Tab, the Proposer should describe its track record in performing services comparable to those specified in this RFP and other information relevant to making a determination as to the ability of the Proposer to perform these services. This tab should also include a list of all similar work performed by your firm over the past five (5) years. This list should include the name of each client, a client contact and telephone number, the size and Scope of Work provided, effective dates of the contract(s) with this client, and the annual contract amount.
Tab 7 – Conflict of Interest In this Tab the Proposer should describe any involvement that your firm, its employees, or its owner(s) have that may constitute a conflict of interest.
EVALUATION AND AWARD CRITERIA
Based on the evaluation criteria outlined below, all Proposals will be evaluated and scored by the Evaluation Committee designated by the County of Durham. Written or oral discussions may be requested to resolve issues relating to individual proposals.
1. Evaluation Criteria:
Proposals will be evaluated using the following criteria:
Category Description Percentage
Specifications Ability to meet provided repair specifications.
50%
Price Ability to offer competitive pricing.
50%
Total Possible Percentage: 100%
2. Award of Contract
The County reserves the right to award to a single contractor or multiple contractors deemed to be fully qualified and best suited among those submitting proposals on the basis of the evaluation factors included in the Request for Proposals. Price shall be considered but shall not be the sole determining factor. Once the proposals are ranked and the most qualified firm is determined, the County may conduct further negotiations, and/or request presentations from firm to further assist in the clarification of information and selection process.
The County reserves the right to accept or reject, in whole or in part, such proposals as appears in its judgment to be in the best interest of the County.
SCOPE OF WORK
This Scope of Work will become an integral part of the contract between the County of Durham and the Contractor. The Contractor hereby agrees to provide services and/or materials to the County pursuant to the provisions set forth below.
1.0 PURPOSE: The purpose and intent of the Request for Proposals (RFP) is to solicit proposals from qualified firms to provide roof repair at Durham County Senior Center.
2.0 INVOICE PAYMENT: Invoices submitted will be paid net 30 days. Invoices shall be forwarded to the County’s Designated Representative for review and payment approval.
3.0 TERMS OF CONTRACT: The initial term of the contract is from Date of Award through June
30th of the year in which the contract is awarded, with the option to renew by the County for up to four (4) additional terms in one (1) year increments under the same terms and conditions as appropriate. Any renewal shall be based on satisfactory performance by the Contractor(s) during the previous years as the services provided.
4.0 CANCELLATION OF CONTRACT: The County of Durham reserves the right to cancel and terminate any resulting contract(s), in part or in whole, without penalty, upon 30 days written notice to the Contractor. Any contract cancellation shall not relieve the Contractor(s) of the obligation to deliver and/or perform services on all outstanding orders issued prior to the effective date of cancellation.
5.0 COUNTY DESIGNATED REPRESENTATIVE:
Name: Lee Duncan Phone: 919-451-9694 Email: leeduncan@dconc.gov
ARCHITECT/ENGINEER:
Stephen Ingram, REI Engineers, Inc 9121 Anson Way, Suite 100, Raleigh, NC 27615 Telephone: 919-605-4033 Email: singram@reiengineers.com
Drew Krebs, REI Engineers, Inc 9121 Anson Way, Suite 100, Raleigh, NC 27615 Telephone: 919-896-3035 Email: dkrebs@reiengineers.com mailto:leeduncan@dconc.gov mailto:singram@reiengineers.com mailto:dkrebs@reiengineers.com
6.0 BACKGROUND:
The project is to address identified roofing vulnerabilities and active leaks, prevent further interior water damage, extend the lifespan of the facility's roofing system, and maintain compliance with local building safety standards for senior residential facilities.
7.0 WORK REQUIREMENTS:
See attached R26RAL-023 document. Project involves the replacement of the lower canopy roof section ‘Section C’ labeled work code: R1RM, replacement of base flashings labeled work code:
R1BF, membrane repairs labeled work code: X1RM, and replacement of coping labeled work code: R1CO.
8.0 SCHEDULES/TIMELINES:
Project shall be completed within 6 months of notice to proceed.
ATTACHMENTS AND AFFIDAVITS
Attachment 1
(CAD Drawings – Durham County Senior Living Center)
COVER
Engineering solutions for tomorrow®
9121 Anson Way | Suite 100 Raleigh, NC 27615 www.reiengineers.com
NORTH CAROLINA
ENGINEERING FIRM
LICENSE # C-1520
DURHAM COUNTY
406 RIGSBEE AVENUE
DURHAM, NC 27701
SENIOR LIVING ROOF REPAIRS
DATE: 06-25-2026
REI PROJECT NO. R26RAL-023
VICINITY MAPA SCALE: N.T.S.
SITE PLANB SCALE: N.T.S.
THE ORIGINAL DRAWING
THIS LINE IS 1 INCH ON
SCALE DRAWING ACCORDINGLY.
IF IT IS NOT 1 INCH ON THIS PAGE,
SHEET TITLE
DRAWING
PROJECT NAME:
SEALS:
G-001
NO. DESCRIPTIONDATE
PROJECT NO:
ISSUE:
9121 Anson Way | Suite 100 Raleigh, NC 27615
406 RIGSBEE AVENUE
DURHAM, NC 27701
DURHAM COUNTY
SENIOR LIVINIG ROOF
REPAIRS
06-25-26
R26RAL-023
DD DESIGN DEVELOPMENT
CD 08-20-26 CONTRACT DOCUMENTS
DRAWING INDEX:
G-001 COVER
XR100 OVERALL ROOF PLAN
XR101 ROOF PLAN
XR301 ROOF SYSTEMS
XR501 DETAILS
ABBREVIATION LIST:
AB ABANDONED
ALUM. ALUMINUM
BLDG. BUILDING
CJ CONTROL JOINT
DS DOWNSPOUT
EJ EXPANSION JOINT
EPDM ETHYLENE PROPYLENE DIENE
MONOMER
EX. EXISTING
GALV. GALVANIZE
GA. GAUGE
HT HEIGHT
MAX. MAXIMUM
MIN. MINIMUM
N.I.C NOT IN CONTRACT
NOM. NOMINAL
N.T.S. NOT TO SCALE
O.C. ON CENTER
OF OVERFLOW
PS PRESSURE SENSITIVE
PVC POLYVINYL CHLORIDE
RPLC. REPLACEMENT
SF SQUARE FEET
S.S. STAINLESS STEEL
SIM. SIMILAR
TERM. TERMINATE/TERMINATION
TYP. TYPICAL
GENERAL NOTES:
1. THESE DOCUMENTS ARE THE PROPERTY
OF REI ENGINEERS, INC. (REI) AND REI
RETAINS ALL RIGHTS THEREIN, INCLUDING
COPYRIGHTS. IT MAY ONLY BE USED IN A
MANNER CONSISTENT WITH REI'S RIGHTS
WHILE REI IS PROVIDING SERVICE FOR THE
SPECIFIC PROJECT IDENTIFIED OR
REFERRED TO HEREIN OR EXTENSIONS
THERETO. IT MAY NOT BE USED FOR ANY
OTHER PURPOSE EXCEPT WITH THE
EXPRESS WRITTEN AGREEMENT OF, AND
COMPENSATION TO, REI ENGINEERS, INC.
2. DIMENSIONS, DETAIL COMPONENTS AND
EQUIPMENT PENETRATION LOCATIONS
ARE FOR INFORMATION ONLY.
CONTRACTOR IS RESPONSIBLE TO FIELD
VERIFY ALL INFORMATION PROVIDED.
3. ONLY ONE DETAIL INDICATOR MAY BE
SHOWN FOR EACH TYPE OF ROOF
PENETRATION. ALL OTHER SIMILAR
PENETRATIONS ARE TO BE FLASHED AS
REQUIRED BY THE TYPICAL DETAIL
INDICATOR, UNLESS OTHERWISE NOTED.
4. NOTES ARE INTENDED TO PROVIDE
TYPICAL LOCATIONS OF WORK. IT IS THE
CONTRACTORS RESPONSIBILITY TO
QUANTIFY ALL LOCATIONS.
DETAIL NOTES
1. LIGHT LINES REPRESENT EXISTING
CONSTRUCTION TO REMAIN AND DARK
LINES REPRESENT NEW COMPONENTS TO
BE PROVIDED.
BUILDING CODE REFERENCE:
2018 NCSBC: BUILDING CODE
2018 NCSBC: ENERGY CONSERVATION CODE
2018 NCSBC: EXISTING BUILDING CODE
2018 NCSBC: FIRE PREVENTION CODE
2018 NCSBC: FUEL GAS CODE
2018 NCSBC: MECHANICAL CODE
2018 NCSBC: PLUMBING CODE
NORTH
PLAN
INTERSTATE
DURHAM COUNTY
SENIOR LIVING
DURHAM COUNTY
SENIOR LIVING
N . G
R
EG
SO
N
ST.
N
. BU
C H
AN
AN
BLVD
W
ASH
IN
G
TO
N
ST.
N . D
U
KE ST.
W. GEER ST.
N.
D
UK
E
ST
. W. GEER ST.
HUNT ST.
HUNT ST.
W. SEMINARY AVE.
W. SEMINARY AVE.
R
IG
SBEE AVE.
EJ EJ EJ EJ
EAST CANOPY ROOF
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
A
B
F
G
E
H
D
25'
20'
XR101
C
WORK
CODE ITEM:
DESCRIPTION:
R1RM REPLACE ROOF SYSTEM
QUANTITY:
405 SF
R1BF REPLACE BASE FLASHING
X1RM REPAIR MEMBRANE
R1CO REPLACE COPING
25 LF
10 LF
25 LF
BASE BID
WORK
CODE ITEM:
DESCRIPTION:
X1RM REPAIR MEMBRANE
QUANTITY:
185 LF
UB REPAIR UNBONDED AREA
R2BF REPLACE BASE FLASHING
280 LF
60 LF
ALTERNATE NO. 1
OVERALL ROOF
PLAN
Engineering solutions for tomorrow® www.reiengineers.com
NORTH CAROLINA
ENGINEERING FIRM
LICENSE # C-1520
NORTH
PLAN
GENERAL NOTES:
1. THESE DOCUMENTS ARE THE
PROPERTY OF REI ENGINEERS, INC.
(REI) AND REI RETAINS ALL RIGHTS
THEREIN, INCLUDING COPYRIGHTS. IT
MAY ONLY BE USED IN A MANNER
CONSISTENT WITH REI'S RIGHTS WHILE
REI IS PROVIDING SERVICE FOR THE
SPECIFIC PROJECT IDENTIFIED OR
REFERRED TO HEREIN OR EXTENSIONS
THERETO. IT MAY NOT BE USED FOR
ANY OTHER PURPOSE EXCEPT WITH
THE EXPRESS WRITTEN AGREEMENT
OF, AND COMPENSATION TO, REI
ENGINEERS, INC.
2. DIMENSIONS, DETAIL COMPONENTS
AND EQUIPMENT PENETRATION
LOCATIONS ARE FOR INFORMATION
ONLY. CONTRACTOR IS RESPONSIBLE
TO FIELD VERIFY ALL INFORMATION
PROVIDED.
3. ONLY ONE DETAIL INDICATOR MAY BE
SHOWN FOR EACH TYPE OF ROOF
PENETRATION. ALL OTHER SIMILAR
PENETRATIONS ARE TO BE FLASHED
AS REQUIRED BY THE TYPICAL DETAIL
INDICATOR, UNLESS OTHERWISE
NOTED.
4. NOTES ARE INTENDED TO PROVIDE
TYPICAL LOCATIONS OF WORK. IT IS
THE CONTRACTORS RESPONSIBILITY
TO QUANTIFY ALL LOCATIONS.
5. ROOF PENETRATIONS NOT SHOWN FOR
CLARITY.
THE ORIGINAL DRAWING
THIS LINE IS 1 INCH ON
SCALE DRAWING ACCORDINGLY.
IF IT IS NOT 1 INCH ON THIS PAGE,
SHEET TITLE
DRAWING
PROJECT NAME:
SEALS:
XR100
NO. DESCRIPTIONDATE
PROJECT NO:
ISSUE:
9121 Anson Way | Suite 100 Raleigh, NC 27615
406 RIGSBEE AVENUE
DURHAM, NC 27701
DURHAM COUNTY
SENIOR LIVINIG ROOF
REPAIRS
06-25-26
R26RAL-023
DD DESIGN DEVELOPMENT
CD 08-20-26 CONTRACT DOCUMENTS
ELEVATION CHANGE
PRIMARY SCUPPER
ROOF EDGE
PARAPET WALL
EXPANSION JOINTEJ
KEY
NOT IN CONTRACT
DETAIL INDICATOR
ROOF AREA INDICATORXX
SHT
OVERALL ROOF PLANA SCALE: 3/32" = 1'-0" 011 2111
3/32" = 1'-0"
UB -1
X1RM -1
X1RM -1
UB -1
X1RM -12
X1RM - 20
X1RM
X1RM - 3
19'-103
4"BLISTERED
BASE FLASHING
X1RM - 1
X1RM - 30
X1RM - 1
UB - 30
X1RM - 1
X1RM - 1
X1RM - 1
UB - ALL
X1RM - 1
X1RM - 3 BLISTER
OPEN CUT
EDGE SEAL
BLISTERED
BASE FLASHING
X1RM - 1
UB -15
UB - 1
UB - 2
R1CO
X1RM -1
X1RM -1
X1RM -1
R1RM
R1BF
X1RM -25
ROOF AREA C
11'-6" BLDG. HT.
356 SQ. FT.
XR501
XR501
XR501
XR501
4'
4'
ROOF PLAN1 SCALE: 1/2" = 1'-0" 02 42
1/2" = 1'-0"
ROOF PLAN
Engineering solutions for tomorrow® www.reiengineers.com
NORTH CAROLINA
ENGINEERING FIRM
LICENSE # C-1520
NORTH
PLAN
GENERAL NOTES:
1. THESE DOCUMENTS ARE THE
PROPERTY OF REI ENGINEERS, INC.
(REI) AND REI RETAINS ALL RIGHTS
THEREIN, INCLUDING COPYRIGHTS. IT
MAY ONLY BE USED IN A MANNER
CONSISTENT WITH REI'S RIGHTS WHILE
REI IS PROVIDING SERVICE FOR THE
SPECIFIC PROJECT IDENTIFIED OR
REFERRED TO HEREIN OR EXTENSIONS
THERETO. IT MAY NOT BE USED FOR
ANY OTHER PURPOSE EXCEPT WITH
THE EXPRESS WRITTEN AGREEMENT
OF, AND COMPENSATION TO, REI
ENGINEERS, INC.
2. DIMENSIONS, DETAIL COMPONENTS
AND EQUIPMENT PENETRATION
LOCATIONS ARE FOR INFORMATION
ONLY. CONTRACTOR IS RESPONSIBLE
TO FIELD VERIFY ALL INFORMATION
PROVIDED.
3. ONLY ONE DETAIL INDICATOR MAY BE
SHOWN FOR EACH TYPE OF ROOF
PENETRATION. ALL OTHER SIMILAR
PENETRATIONS ARE TO BE FLASHED
AS REQUIRED BY THE TYPICAL DETAIL
INDICATOR, UNLESS OTHERWISE
NOTED.
4. NOTES ARE INTENDED TO PROVIDE
TYPICAL LOCATIONS OF WORK. IT IS
THE CONTRACTORS RESPONSIBILITY
TO QUANTIFY ALL LOCATIONS.
THE ORIGINAL DRAWING
THIS LINE IS 1 INCH ON
SCALE DRAWING ACCORDINGLY.
IF IT IS NOT 1 INCH ON THIS PAGE,
SHEET TITLE
DRAWING
PROJECT NAME:
SEALS:
XR101
NO. DESCRIPTIONDATE
PROJECT NO:
ISSUE:
9121 Anson Way | Suite 100 Raleigh, NC 27615
406 RIGSBEE AVENUE
DURHAM, NC 27701
DURHAM COUNTY
SENIOR LIVINIG ROOF
REPAIRS
06-25-26
R26RAL-023
DD DESIGN DEVELOPMENT
CD 08-20-26 CONTRACT DOCUMENTS
ELEVATION CHANGE
TAPERED INSULATION
TAPERED INSULATION SLOPE
PRIMARY SCUPPER
ROOF EDGE
PARAPET WALL
KEY
CRICKET SLOPE
NOT IN CONTRACT
DETAIL INDICATOR
ROOF AREA INDICATORXX
SHT
WIND ZONES
ZONE 1 (FIELD)
ZONE 3 (CORNER)
ZONE 2 (PERIMETER)
ZONE 1' (INTERIOR)
WIND UPLIFT
SUMMARY - SINGLE
PLY ROOFS
ASCE 7 - 10
ULTIMATE
DESIGN WIND
SPEED
120 MPH
RISK
CATEGORY III
EXPOSURE B
ENCLOSURE ENCLOSED
NOMINAL
WIND
UPLIFT
PRESSURE
S (Pasd)
ULTIMATE
WIND
UPLIFT
PRESSURE
S (Pult)
MIN.
REQUIRED
WIND
UPLIFT
STRENGTH
(Sreq = Pult
X 1.25 SF)
ZONE 1 -
FIELD -22 PSF -36.3
PSF -46 PSF
ZONE 2 -
PERIMETER -12 PSF -19.2
PSF -24 PSF
ZONE 3 -
CORNER -30 PSF -49.1
PSF -62 PSF
ZONE 2 -
OVERHANG -41 PSF -68.3
PSF -86 PSF
ZONE 3 -
OVERHANG -34 PSF -55.7
PSF -70 PSF
ZONE 4 -
PERIMETER -22 PSF -36.3
PSF -46 PSF
ZONE 5 -
CORNER -30 PSF -49.1
PSF -62 PSF
POSITIVE
ZONES 4 & 5 +13 PSF +21.5
PSF +27 PSF
EXISITNG ROOF SYSTEM - SECTOR C1 SCALE: 3" = 1'-0"
NOTES:
1. PROVIDE AN APPROVED, TESTED ROOF ASSEMBLY IN ACCORDANCE WITH FM 4474, UL 580 OR UL 1897
TO RESIST THE MINIMUM REQUIRED WIND UPLIFT STRENGTH SPECIFIED ON DRAWING XR101. PROVIDE
SUBMITTAL INCLUDING DOCUMENTATION OF TESTED ASSEMBLY ALONG WITH ATTACHMENT
REQUIREMENTS FOR THE ASSEMBLY.
2. ANY WHOLE OR PARTIAL INSULATION BOARD OR PORTION OF ANY BOARD WHICH FALLS IN THE PERIMETERS & CORNERS OUTLINED SHALL BE SUBJECT TO THE FASTENING REQUIREMENTS FOR THE
HIGHEST WIND ZONE ENCOUNTERED, ACROSS THE ENTIRE BOARD.
REPLACEMENT ROOF SYSTEM - SECTOR C2 SCALE: 3" = 1'-0"
NOTES:
1. PROVIDE AN APPROVED, TESTED ROOF ASSEMBLY IN ACCORDANCE WITH FM 4474, UL 580 OR UL 1897
TO RESIST THE MINIMUM REQUIRED WIND UPLIFT STRENGTH SPECIFIED ON DRAWING XR101. PROVIDE
SUBMITTAL INCLUDING DOCUMENTATION OF TESTED ASSEMBLY ALONG WITH ATTACHMENT
REQUIREMENTS FOR THE ASSEMBLY.
2. ANY WHOLE OR PARTIAL INSULATION BOARD OR PORTION OF ANY BOARD WHICH FALLS IN THE PERIMETERS & CORNERS OUTLINED SHALL BE SUBJECT TO THE FASTENING REQUIREMENTS FOR THE
HIGHEST WIND ZONE ENCOUNTERED, ACROSS THE ENTIRE BOARD.
EXISTING WOOD DECK
BASE SHEET
EXISTING EPDM MEMBRANE
EXISTING 2" POLYISOCYANURATE INSULATION
EXISTING WOOD DECK
PVC ROOF MEMBRANE, ADHERED
HOT-AIR WELD
4" 2"
1/4"/FT. TAPERED POLYISOCYANURATE
ROOF INSULATION (1-1/2" STARTING
THICKNESS), ADHERED IN FOAM ADHESIVE
1/2" COVER BOARD,
ADHERED IN FOAM ADHESIVE
1-1/2" ROOF INSULATION,
MECHANICALLY ATTACHED
THE ORIGINAL DRAWING
THIS LINE IS 1 INCH ON
SCALE DRAWING ACCORDINGLY.
IF IT IS NOT 1 INCH ON THIS PAGE,
SHEET TITLE
DRAWING
PROJECT NAME:
SEALS:
XR301
NO. DESCRIPTIONDATE
PROJECT NO:
ISSUE:
9121 Anson Way | Suite 100 Raleigh, NC 27615
406 RIGSBEE AVENUE
DURHAM, NC 27701
DURHAM COUNTY
SENIOR LIVINIG ROOF
REPAIRS
06-25-26
R26RAL-023
DD DESIGN DEVELOPMENT
CD 08-20-26 CONTRACT DOCUMENTS
Engineering solutions for tomorrow® www.reiengineers.com
NORTH CAROLINA
ENGINEERING FIRM
LICENSE # C-1520
GENERAL NOTES:
1. THESE DOCUMENTS ARE THE PROPERTY
OF REI ENGINEERS, INC. (REI) AND REI
RETAINS ALL RIGHTS THEREIN, INCLUDING
COPYRIGHTS. IT MAY ONLY BE USED IN A
MANNER CONSISTENT WITH REI'S RIGHTS
WHILE REI IS PROVIDING SERVICE FOR THE
SPECIFIC PROJECT IDENTIFIED OR
REFERRED TO HEREIN OR EXTENSIONS
THERETO. IT MAY NOT BE USED FOR ANY
OTHER PURPOSE EXCEPT WITH THE
EXPRESS WRITTEN AGREEMENT OF, AND
COMPENSATION TO, REI ENGINEERS, INC.
2. DIMENSIONS, DETAIL COMPONENTS AND
EQUIPMENT PENETRATION LOCATIONS
ARE FOR INFORMATION ONLY.
CONTRACTOR IS RESPONSIBLE TO FIELD
VERIFY ALL INFORMATION PROVIDED.
SHEET NOTES:
1. FOR DETAILS, LIGHT LINES REPRESENT
EXISTING CONSTRUCTION TO REMAIN AND
DARK LINES REPRESENT NEW
COMPONENTS TO BE PROVIDED.
2. ANY WHOLE OR PARTIAL INSULATION
BOARD OR PORTION OF ANY BOARD WHICH
FALLS IN THE PERIMETERS & CORNERS
OUTLINED SHALL BE SUBJECT TO THE
FASTENING REQUIREMENTS FOR THE
HIGHEST WIND ZONE ENCOUNTERED,
ACROSS THE ENTIRE BOARD.
ROOF SYSTEM
WALL FLASHING2 SCALE: 3" = 1'-0"
ROOF MEMBRANE
TERMINATE MEMBRANE
6" O.C. WITH APPROVED
FASTENERS & PLATES
HOT-AIR WELD
FLASHING MEMBRANE
(FULLY ADHERED)
COUNTER FLASHING BAR
2"
8" MIN.
FLASHING
HEIGHT
2"
EDGE DETAIL1 SCALE: 3" = 1'-0"
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY EXISTING ROOF EDGE CONSTRUCTION AND COMPONENTS PRIOR TO
SHEET METAL FABRICATION.
2. EDGE METAL SHALL BE TESTED FOR RESISTANCE TO WIND UPLIFT PRESSURES SPECIFIED IN ACCORDANCE
WITH ANSI/SPRI ES-1 TEST METHODS RE-1 AND RE-2. CONTRACTOR SHALL PROVIDE SHOP DRAWING DEPICTING SHEET METAL COMPONENTS WITH DIMENSIONS AND PROVIDE EVIDENCE OF TESTING TO RESIST
THE SPECIFIED WIND UPLIFT PRESSURES.
3. PROVIDE SEPARATE FASCIA COVER EXTENSION WHERE EDGE METAL DIMENSIONS EXCEED ALLOWABLE
TESTED ASSEMBLY REQUIREMENTS.
MATCH OR EXTEND
PAST EXISTING
SHEET METAL ELEVATION
CRIMPED ON METAL EDGE COMPONENTS3 SCALE: 3" = 1'-0"
6"
CRIMPED ON METAL EDGE JOINTS
TWO BEADS OF BUTYL
SEALANT EACH SIDE OF JOINT
4"
COVER PLATE
CRIMPED ON METAL EDGE
4"
4"
1"
CONTINUOUS CLEAT
FASTENED 6" O.C.
CRIMPED ON METAL EDGE CONFIGURATION
CONTINUOUS CLEAT FLANGE
CRIMPED ON METAL EDGE
NOTES:
1. EDGE METAL SHALL BE TESTED FOR RESISTANCE TO WIND PRESSURES SPECIFIED IN WIND UPLIFT
SUMMARY IN ACCORDANCE WITH ANSI/SPRI ES-1 TEST METHODS RE-1 AND RE-2.
2. CONTRACTOR SHALL PROVIDE SHOP DRAWING DEPICTING SHEET METAL COMPONENTS WITH DIMENSIONS
AND PROVIDE EVIDENCE OF TESTING TO RESIST THE SPECIFIED WIND PRESSURES.
3. PROVIDE SEPARATE FASCIA COVER EXTENSION WHERE EDGE METAL DIMENSIONS EXCEED ALLOWABLE
TESTED ASSEMBLY REQUIREMENTS.
HORIZTONAL OUTWARD:
ZONE 4 OR 5 PRESSURE
LISTED IN WIND UPLIFT
SUMMARY (MIN.
REQUIRED WIND UPLIFT
STRENGTH)
ZONE 4: -36.3 PSF
ZONE 5: -49.1 PSF
4"
5"
MAX.
4"
2"1 2"
3" 3" 3"
1"
3"
CONTINUOUS CLEAT
FLANGE SECUREMENT
1/4"/FT. TAPERED POLYISOCYANURATE
ROOF INSULATION (1-1/2" STARTING
THICKNESS), ADHERED IN FOAM ADHESIVE
1/2" COVER BOARD,
ADHERED IN FOAM ADHESIVE
EXISTING WOOD DECK
BASE SHEET
1-1/2" ROOF INSULATION,
MECHANICALLY ATTACHED
CONTINUOUS CLEAT
CRIMPED ON METAL
EDGE (FULLY HAND
TONG TOP AND BOTTOM)5" MAX
4"
EXISTING WOOD DECK
BASE SHEET
1-1/2" ROOF INSULATION,
MECHANICALLY ATTACHED
EXISITNG FASCIA COVER
SEALANT TAPE
FLASHING MEMBRANE
1"
ROOF MEMBRANE
HOT-AIR WELD
STRIPPING MEMBRANE
1/4"/FT. TAPERED POLYISOCYANURATE
ROOF INSULATION (1-1/2" STARTING
THICKNESS), ADHERED IN FOAM ADHESIVE
1/2" COVER BOARD,
ADHERED IN FOAM ADHESIVE
RECEIVER FLASHING
(SPRING LOCK)
RECEIVER/CF
2"
2"
CONFIGURATION
COUNTER FLASHING
SILICONE SEALANT
LEAD BASED WEDGE 18" O.C.
SAW-CUT REGLET
4" MAX.
SEALANT
OVERFLOW SCUPPER4 SCALE: 3" = 1'-0"
4" 4" 4"
STRIPPING MEMBRANE
SILICONE SEALANT
SEALANT TAPE
CONTINUOUS CLEAT
FASTENED AT 6" O.C.
FASCIA COVER
EXISTING CONSTRUCTION
10" WIDE POLYMER-CLAD
SCUPPER LINER; LOCK OUTSIDE EDGE
ONTO FASCIA COVER
HOT-AIR WELD
EXISTING CONSTRUCTION
EXISTING ROOF EDGE BLOCKING AND INSULATION BEYOND;
SEE DETAIL 1/XR501
BASE SHEET
1-1/2" ROOF INSULATION,
MECHANICALLY ATTACHED
EXISTING WOOD DECK
EXISITNG FASCIA COVER
HOT-AIR WELD
ROOF MEMBRANE
1/2" COVER BOARD,
ADHERED IN FOAM ADHESIVE
1/4"/FT. TAPERED POLYISOCYANURATE
ROOF INSULATION (1-1/2" STARTING
THICKNESS), ADHERED IN FOAM ADHESIVE
THE ORIGINAL DRAWING
THIS LINE IS 1 INCH ON
SCALE DRAWING ACCORDINGLY.
IF IT IS NOT 1 INCH ON THIS PAGE,
SHEET TITLE
DRAWING
PROJECT NAME:
SEALS:
XR501
NO. DESCRIPTIONDATE
PROJECT NO:
ISSUE:
9121 Anson Way | Suite 100 Raleigh, NC 27615
406 RIGSBEE AVENUE
DURHAM, NC 27701
DURHAM COUNTY
SENIOR LIVINIG ROOF
REPAIRS
06-25-26
R26RAL-023
DD DESIGN DEVELOPMENT
CD 08-20-26 CONTRACT DOCUMENTS
DETAILS
Engineering solutions for tomorrow® www.reiengineers.com
NORTH CAROLINA
ENGINEERING FIRM
LICENSE # C-1520
GENERAL NOTES:
1. THESE DOCUMENTS ARE THE PROPERTY
OF REI ENGINEERS, INC. (REI) AND REI
RETAINS ALL RIGHTS THEREIN, INCLUDING
COPYRIGHTS. IT MAY ONLY BE USED IN A
MANNER CONSISTENT WITH REI'S RIGHTS
WHILE REI IS PROVIDING SERVICE FOR THE
SPECIFIC PROJECT IDENTIFIED OR
REFERRED TO HEREIN OR EXTENSIONS
THERETO. IT MAY NOT BE USED FOR ANY
OTHER PURPOSE EXCEPT WITH THE
EXPRESS WRITTEN AGREEMENT OF, AND
COMPENSATION TO, REI ENGINEERS, INC.
2. DIMENSIONS, DETAIL COMPONENTS AND
EQUIPMENT PENETRATION LOCATIONS
ARE FOR INFORMATION ONLY.
CONTRACTOR IS RESPONSIBLE TO FIELD
VERIFY ALL INFORMATION PROVIDED.
SHEET NOTES:
1. FOR DETAILS, LIGHT LINES REPRESENT
EXISTING CONSTRUCTION TO REMAIN AND
DARK LINES REPRESENT NEW
COMPONENTS TO BE PROVIDED.
2. ANY WHOLE OR PARTIAL INSULATION
BOARD OR PORTION OF ANY BOARD WHICH
FALLS IN THE PERIMETERS & CORNERS
OUTLINED SHALL BE SUBJECT TO THE
FASTENING REQUIREMENTS FOR THE
HIGHEST WIND ZONE ENCOUNTERED,
ACROSS THE ENTIRE BOARD.
Attachment 2
(Project Specifications – Durham County Senior Living Roof Repairs)
Durham Center for Senior Living 00 01 01 - 1 PROJECT TITLE PAGE
SECTION 00 01 01
PROJECT TITLE PAGE
PROJECT MANUAL
FOR
DURHAM COUNTY GENERAL SERVICES
310 S. DILLARD STREET
DURHAM, NORTH CAROLINA 27701
DURHAM CENTER FOR SENIOR LIVING
406 RIGSBEE AVE
DURHAM, NORTH CAROLINA 27701
REI PROJECT NO. R26RAL-023
MM-DD-YYYY
PREPARED BY: DREW KREBS
9121 ANSON WAY, SUITE 100, RALEIGH, NC 27615
NORTH CAROLINA FIRM LICENSE C-1520
Durham Center for Senior Living 00 01 10 - 1 TABLE OF CONTENTS
SECTION 00 01 10
TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS
1.1 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS
A. 00 01 01 - Project Title Page
B. 00 01 07 - Seals Page
C. 00 01 10 - Table of Contents
D. 00 01 15 - List of Drawings
E. 00 11 16 - Invitation to Bid
F. 00 21 13 - Instructions to Bidders
G. 00 41 13 - Bid Form
H. 00 43 13 - Bid Bond Form
I. 00 52 13 - Standard Form of Agreement
J. 00 60 00 - Project Forms
K. 00 61 13.13 - Performance Bond Form
L. 00 62 33 - Roof Manufacturer's Acknowledgment
M. 00 63 13 - Request for Interpretation
N. 00 63 25 - Substitution Request Form
O. 00 63 55 - Change Proposal Form
P. 00 65 36 - Contractor's Warranty
Q. 00 65 37 - Asbestos Free Warranty
R. 00 73 00 - Supplementary Conditions
SPECIFICATIONS
2.1 DIVISION 01 -- GENERAL REQUIREMENTS
A. 01 11 00 - Summary of Work
B. 01 14 00 - Work Restrictions
C. 01 21 00 - Allowances
D. 01 22 00 - Unit Prices
Durham Center for Senior Living 00 01 10 - 2 TABLE OF CONTENTS
E. 01 23 00 - Alternates
F. 01 25 00 - Substitution Procedures
G. 01 26 00 - Contract Modification Procedures
H. 01 29 00 - Payment Procedures
I. 01 31 00 - Project Management and Coordination
J. 01 33 00 - Submittal Procedures
K. 01 40 00 - Quality Requirements
L. 01 42 00 - Reference Standards
M. 01 50 00 - Temporary Facilities and Controls
N. 01 73 00 - Execution Requirements
O. 01 73 29 - Cutting and Patching
P. 01 74 00 - Cleaning and Waste Management
Q. 01 77 00 - Closeout Procedures
2.2 DIVISION 02 -- EXISTING CONDITIONS
2.3 DIVISION 03 -- CONCRETE
2.4 DIVISION 04 -- MASONRY
2.5 DIVISION 05 -- METALS
A. 05 01 30 - Steel Roof Deck Repair and Securement
2.6 DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES
A. 06 10 00 - Rough Carpentry
B. 06 15 00 - Wood Decking
2.7 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION
A. 07 01 50 - Preparation for Re-Roofing
B. 07 22 16 - Roof Insulation
C. 07 53 23 - EPDM Thermoset Single-Ply Roofing
D. 07 54 00 - Thermoplastic Membrane Roofing
E. 07 62 00 - Sheet Metal Flashing and Trim
Durham Center for Senior Living 00 01 10 - 3 TABLE OF CONTENTS
2.8 DIVISION 08 -- OPENINGS
2.9 DIVISION 09 -- FINISHES
2.10 DIVISION 10 -- SPECIALTIES
2.11 DIVISION 11 -- EQUIPMENT
2.12 DIVISION 13 -- SPECIAL CONSTRUCTION
2.13 DIVISION 22 -- PLUMBING
2.14 DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)
2.15 DIVISION 26 -- ELECTRICAL
2.16 DIVISION 31 -- EARTHWORK
2.17 DIVISION 32 -- EXTERIOR IMPROVEMENTS
2.18 DIVISION 33 -- UTILITIES
END OF SECTION
Durham Center for Senior Living 00 01 15 - 1 LIST OF DRAWINGS
SECTION 00 01 15
LIST OF DRAWINGS
PART 1 GENERAL
1.1 SUMMARY
A. The following drawings dated MM-dd-yyyy are included as part of the Contract Documents:
1. G-001 Cover
2. G-002 Building Code Summary
3. XR100 Overall Roof Plan
4. XR101 Roof Plan
5. XR 301 Roof System
6. XR501 Details
Durham Center for Senior Living 00 11 13 - 1 ADVERTISEMENT FOR BIDS
SECTION 00 11 13
ADVERTISEMENT FOR BIDS
PART 1 GENERAL
1.1 PROJECT INFORMATION
A. Project Name: Durham Center for Senior Living
B. Project Address: 406 Rigsbee Ave Durham, North Carolina 27701
C. Owner: Durham County General Services
D. General Scope of Work: Project involves the replacement of the lower canopy roof section ‘Section C’ labeled work code: R1RM, replacement of base flashings labeled work code:
R1BF, membrane repairs labeled work code: X1RM, and replacement of coping labeled work code: R1CO
1.2 BIDS
A. Sealed bids for the project will be received from bidders by the Owner at 310 S. Dillard Street Durham, North Carolina 27701 until XX:00 PM on MM-dd-yyyy, at which time they will be publicly opened and read.
1.3 PROJECT DOCUMENTS
A. Electronic project documents may be obtained from the Engineer, REI Engineers, Inc., REI Office Address, Drew Krebs, dkrebs@reiengineers.com at no cost.
1.4 BIDDING REQUIREMENTS
A. All bidders are hereby notified that they shall be properly licensed under the state laws governing their trades.
B. Bid security in the amount equal to not less than 5% of the gross amount of the bid is required.
C. A Performance Bond and Payment Bond in the amount of the contract is required.
D. Submit questions to REI Engineers, Inc. in writing to the Project Manager's email address listed above no later than 5:00 PM at least 7 days prior to the bid due date.
1.5 PRE-BID MEETING
A. A Pre-Bid Meeting is scheduled for XX:00 AM on MM-DD-YYYY at the project address listed above.
B. Attendance is recommended.
Durham Center for Senior Living 00 11 16 - 1 INVITATION TO BID
SECTION 00 11 16
INVITATION TO BID
PART 1 GENERAL
1.1 PROJECT INFORMATION
A. Project Name: Durham Center for Senior Living
B. Project Address: 406 Rigsbee Ave Durham, North Carolina 27701
C. Owner: Durham County General Services
1.2 BIDS
A. Sealed bids for the project will be received from bidders by the Owner at 310 S. Dillard Street Durham, North Carolina 27701 until XX:00 PM on MM-dd-yyyy, at which time they will be publicly opened and read.
1.3 PROJECT DOCUMENTS
A. Electronic project documents may be obtained from the Engineer, REI Engineers, Inc., REI Office Address, Drew Krebs, dkrebs@reiengineers.com at no cost.
1.4 BIDDING REQUIREMENTS
A. All bidders are hereby notified that they shall be properly licensed under the state laws governing their trades.
B. Bid security in the amount equal to not less than 5% of the gross amount of the bid is required.
C. A Performance Bond and Payment Bond in the amount of the contract is required.
D. Submit questions to REI Engineers, Inc. in writing to the email address listed above no later than 5:00 PM at least 7 days prior to the bid due date.
1.5 PRE-BID MEETING
A. A Pre-Bid Meeting is scheduled for MM-DD-YYYY on XX:00 AM at the project address listed above.
B. Attendance is recommended.
Durham Center for Senior Living 00 21 13 - 1 INSTRUCTIONS TO BIDDERS
SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
PART 1 GENERAL
1.1 DEFINITIONS
A. The Bidding Documents consist of the Advertisement or Invitation to Bid, Instructions to Bidders, Bid Form, and other sample bidding and contract forms.
B. The proposed Contract Documents consist of the Form of Agreement between the Owner and Contractor, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications and Addenda issued prior to execution of the Contract.
C. Definitions set forth in Section 00 72 13 - General Conditions of the Contract for Construction or in other Contract Documents are applicable to the Bidding Documents.
D. Addenda are written or graphic instruments issued by the Engineer prior to the execution of the Contract which modify or interpret the Bidding Documents by additions, deletions, clarifications or corrections.
E. A Bid is a complete and properly executed proposal to do the Work for the sums stipulated therein, submitted in accordance with the Bidding Documents.
F. The Base Bid is the sum stated in the Bid for which the Bidder offers to perform the Work described in the Bidding Documents as the base, to which Work may be added or from which Work may be deleted for sums stated in Alternate Bids.
G. An Alternate Bid (or Alternate) is an amount stated in the Bid to be added to or deducted from the amount of the Base Bid if the corresponding change in the Work, as described in the Bidding Documents, is accepted.
H. A Unit Price is an amount stated in the Bid as a price per unit of measurement for materials, equipment or services or a portion of the Work as described in the Bidding Documents.
I. A Bidder is a person or entity who submits a Bid and who meets the requirements set forth in the Bidding Documents.
J. A Sub-bidder is a person or entity who submits a bid to a Bidder for materials, equipment or labor for a portion of the Work.
1.2 BIDS
A. Submit Bid Form along with required enclosures in a sealed envelope, with the Bidder's name, license number, and project name written on the outside; place this sealed envelope in another envelope and deliver to the Owner at the address specified.
B. Bids will be received until the date and time specified at which time they will be publicly opened and read.
C. Fill in and sign the bid form correctly. Bids that show any omission, alterations of form, additions not called for, conditional Bids, or any irregularities of any kind may be rejected. If erasures are necessary and appear on the forms, each such erasure must be initialed by the person signing the proposal.
Durham Center for Senior Living 00 21 13 - 2 INSTRUCTIONS TO BIDDERS
D. Bids that are non-responsive or fail to follow the Instructions to Bidders may be rejected.
E. No bid may be withdrawn after receipt of Bids for a period of 60 days.
1.3 ACCEPTANCE OF BID (AWARD)
A. It is the intention of the Owner to award a contract for work under this project to the lowest responsible Bidder; however, in the interest of suitability to the need of the Owner and/or economy, equipment, materials and furnishings other than the lowest in price may be selected.
B. The Owner reserves the right to reject any or all Bids, to accept any bid submitted, to waive any formalities, and to negotiate with the low Bidder or Bidders any changes considered necessary or desirable. The Owner reserves the right to reject any Bid when such rejection is in the interest of the Owner to reject the bid of the bidder who has previously failed to perform or to complete on time Contracts of a similar nature; and to reject the bid of a bidder who is not, in the opinion of the Engineer, in a position to perform the Contract.
C. The Owner shall have the right to accept Alternates in any order or combination, unless otherwise specifically provided in the Bidding Documents, and to determine the low Bidder on the basis of the sum of the Base Bid and Alternates accepted. Alternates may be accepted at any time during the bid holding period.
1.4 PRE-BID MEETING
A. Refer to the invitation or advertisment for bids for the date, time and location of the Pre-Bid Meeting.
B. A Pre-Bid Meeting will be held for purposes of considering questions posed by Bidders. All interpretations and corrections to Contract Documents deriving from this meeting will be documented via Addendum.
C. If the Bidder does not attend the Pre-Bid Meeting, it is the Bidder's responsibility to obtain the Pre-Bid Meeting Minutes and all Addenda.
1.5 DISQUALIFICATION
A. The Owner reserves the right to disqualify Bids, before or after opening, upon evidence of collusion with intent to defraud or commit other illegal practices upon the part of the Bidder.
1.6 CONTRACTOR'S LICENSE
A. All Bidders must have proper licenses for contractors as required by State Law. The Bidder's license number shall be listed on the bid form and on the outside of the inner sealed envelope in which the bid is submitted.
1.7 CONFLICT OF INTEREST
A. Bidders must disclose in writing with their bid the name of any owner, officer, director, or agent who is also an employee of the Owner.
B. Bidders must disclose in writing with their bid the name of any employee of the Owner who owns, directly or indirectly, an interest of 5 percent or more in the Bidder’s firm or any of its branches or subsidiaries.
C. By submitting a bid, the Bidder certifies that there is no relationship between the Bidder and any person or entity which is, or gives the appearance of, a conflict of interest related to this project.
Durham Center for Senior Living 00 21 13 - 3 INSTRUCTIONS TO BIDDERS
1.8 NON-DISCRIMINATION
A. The Bidder shall not discriminate against any individuals and will take proactive measures to assure compliance with all Federal and State requirements concerning fair employment, employment of people with disabilities, and concerning the treatment of all employees without regard to discrimination based upon age, race, color, religion, sex, national origin, or disability.
1.9 INTERPRETATION OF DRAWINGS AND SPECIFICATIONS
A. Examine Drawings and Specifications and all Addenda or other revisions thereto and thoroughly familiarize himself with the detailed requirements thereof prior to submitting a proposal.
B. Should a Bidder find discrepancies or ambiguities in, or omissions from the Specifications and Drawings bound herein, or should be in doubt as to their meaning, notify the Engineer in writing immediately. Engineer will issue an interpretation in the form of an addendum. This addendum will be forwarded to all Bidders of record.
C. Addenda will be issued no later than four days prior to the date for receipt of Bids except an Addendum withdrawing the request for Bids or one which includes postponement of the date for receipt of Bids.
D. Act promptly and allow sufficient time for a reply to be provided before the date established for submission of Bids.
E. Acknowledge receipt of all addenda on the Bid Form.
F. No oral interpretations will be made to any Bidder as to the meaning or intent of the Contract Documents or be effective to modify any of the provisions of the Contract Documents.
1.10 SUBSTITUTIONS
A. References are made to certain specific products solely to denote the quality standard of the desired product and are not intended to restrict Bidders to a specific brand, make, manufacturer, or name. These products have been noted to assist in establishing material types and acceptable products. Equivalent products will be considered acceptable provided that the approval of the specific product has been given in writing by the Engineer.
B. Written requests for substitution of equivalent products from prime bidders will be considered if received by the Engineer 14 calendar days prior to the bid opening.
C. Identify the product or the fabrication or installation method to be replaced in each request. Include related specification sections and drawing number.
D. Provide complete documentation on both the product specified and the proposed substitution including the following information as appropriate:
1. Comparison of specified and proposed substitute product data, fabrication drawings, and installation procedures.
2. Samples where applicable or requested.
3. Detailed comparison of significant qualities of the proposed substitution with those of the work specified.
Durham Center for Senior Living 00 21 13 - 4 INSTRUCTIONS TO BIDDERS
4. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by the Owner and separate Contractors that will become necessary to accommodate the proposed substitution.
E. Certification by the Bidder or manufacturer that the substitution proposed is equal to or better in every respect to that required by the Contract Documents, and that it will perform equal or superior to product specified in the application indicated. The Bidder waives any right to additional payment or time, which may subsequently become necessary because of the failure of the substitution to perform adequately.
F. Engineer's Action: The Engineer may request additional information or documentation necessary for evaluation of the request. The Engineer will notify the Bidders of acceptance of the proposed substitution by means of an addendum to the bid documents. If the proposed substitute is accepted through an addendum use the product specified by name. Engineer's Substitution Approval during bidding and subsequent addendums does not void the Bidder's responsibility to submit the required shop drawings and comply with the other contract documents and requirements.
1.11 SITE INVESTIGATION
A. Examine the site to…
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