Attachment A - FINAL DB RFP.pdf
PDF 7 MB Posted
- Solicitation number
- N4008525R2511
About this file
This document is a Design-Build Request for Proposal (RFP) for replacing backup power generation equipment, UPS systems, and PLCs at Naval Support Activity (NSA) Hampton Roads in Norfolk, Virginia. The project (Work Order 1726324) involves upgrading existing electrical infrastructure in Building NH-139, including replacing Generator #3, nine paralleling controls, two UPS back-up systems, and the transformer & switchboard inside a Quonset Hut.
The contract includes two bid options: Option i involves replacing Emergency Generator #3 and associated work, while Option ii focuses on replacing the transformer and switchboard. Key requirements include providing new communications links between NH139 and NH-94 for remote generator monitoring, updating fire suppression and alarm systems, and ensuring compliance with UFC 3-501-01 for equipment and installation. The project will require demolition of existing equipment, site preparation, testing, commissioning, technical manuals, and OMSI documentation. The solicitation is restricted to specific Multiple Award Construction Contract (MACC) holders in the Hampton Roads Area of Responsibility.
View the file
Other files
Show all 17
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
WORK ORDER NO. 1726324
NAVFAC CONTRACT NO. N40085-20-D-005
NH-139 REPLACE BACKUP POWER
GENERATION UPS, PLC’S
At the NSA Hampton Roads Norfolk, Virginia
(P-1401)
PREPARED BY:
Bowman Foster and Associates 6353 Center Dr, Suite 101
Norfolk, VA, 23502
Fire Protection: Aaron Freid, P.E, Jensen Hughes
Structural: Donald Broyles, P.E, Broyles and Associates, PC
Electrical: Michael Dixon, Bowman Foster and Associates
Submitted By: Date:11/06/2024
APPROVED BY:
Specifications:
For Commander, NAVFAC:
Date: 04/02/2024
NAVFAC ATLANTIC
THIS PAGE HAS BEEN INTENTIONALLY LEFT BLANK
Replace Backup Power Generation, UPS, PLC’s NSA Hampton Roads, Norfolk, Virginia USA
WON: 1726324
P1401
1.0 Table of Contents (RFP Parts 2-6)
1. PART 1 – GENERAL REQUIREMENTS
2. PART 2 – GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 14 00 WORK RESTRICTIONS
01 20 00 PRICE AND PAYMENT PROCEDURES
01 30 00 ADMINISTRATIVE REQUIREMENTS
01 31 19.05 CONCEPT DESIGN WORKSHOP
01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT
MANAGEMENT SYSTEM
01 33 00 SUBMITTAL PROCEDURES
01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES
01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES
01 35 26 GOVERNMENT SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION
01 45 35 SPECIAL INSPECTIONS
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT
INFORMATION (eOMSI)
3. PART 3 – PROJECT PROGRAM
CHAPTER 1. PROJECT DESCRIPTION
CHAPTER 2. PROJECT OBJECTIVES
CHAPTER 3. SITE ANALYSIS
CHAPTER 4. SPACE TABULATION FORM
CHAPTER 5. ROOM REQUIREMENTS
CHAPTER 6. ENGINEERING SYSTEMS REQUIREMENTS
4. PART 4 – PERFORMANCE TECHNICAL SPECIFICATIONS
A10 FOUNDATIONS
A20 BASEMENT CONSTRUCTION–NOT USED--
B10 SUPERSTRUCTURE–NOT USED--
B20 EXTERIOR ENCLOSURE –NOT USED--
B30 ROOFING–NOT USED--
C10 INTERIOR CONSTRUCTION–NOT USED--
C20 STAIRS–NOT USED--
C30 INTERIOR FINISHES
D10 CONVEYING–NOT USED--
D20 PLUMBING–NOT USED--
D30 HVAC–NOT USED--
D40 FIRE PROTECTION
D50 ELECTRICAL
E10 EQUIPMENT–NOT USED—
E20 FURNISHINGS–NOT USED--
PART 1 - PROJECT TABLE OF CONTENTS
Replace Backup Power Generation, UPS, PLC’s NSA Hampton Roads, Norfolk, Virginia USA
WON: 1726324
P1401
PART 1 - PROJECT TABLE OF CONTENTS
F10 SPECIAL CONSTRUCTION–NOT USED--
F20 SELECT BLDG DEMOLITION–NOT USED--
G10 SITE PREPARATION–NOT USED--
G20 SITE IMPROVEMENTS–NOT USED--
G30 SITE CIVIL/MECHANICAL UTILITIES–NOT USED—
G40 SITE ELECTRICAL UTILITIES
H10 WATERFRONT STRUCTURES–NOT USED--
H30 COASTAL PROTECTION–NOT USED--
H40 NAVIGATION DREDGING AND RECLAMATION–NOT USED--
H50 WATERFRONT UTILITIES –NOT USED--
H60 WATERFRONT DEMOLITION–NOT USED--
Z10 GENERAL PERFORMANCE TECHNICAL SPECIFICATION
5. PART 5 – PRESCRIPTIVE SPECIFICATIONS
6. PART 6 – ATTACHMENTS
DRAWINGS
FORMS
REFERENCES
Replace Backup Power Generation, UPS, PLC’S WON: 1726324 NSA Hampton Roads, Norfolk, Virginia USA P1401
PART ONE - PROPOSAL FORMS & DOCUMENTS
PART ONE – PROPOSAL FORMS & DOCUMENTS
Replace Backup Power Generation, UPS, PLC’S WON: 1726324
PART TWO - GENERAL REQUIREMENTS
PART 2 - GENERAL REQUIREMENTS
Replace Backup Power Generation, UPS, PLC'S WON: 1726324
PROJECT TABLE OF CONTENTS
DI VI SI ON 01 - GENERAL REQUI REMENTS
01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK
01 14 00 11/11, CHG 14: 02/22 WORK RESTRICTIONS
01 20 00 11/20, CHG 2: 08/21 PRICE AND PAYMENT PROCEDURES
01 30 00 11/20, CHG 2: 05/22 ADMINISTRATIVE REQUIREMENTS
01 31 19.05 20 02/21 CONCEPT DESIGN WORKSHOP (CDW)
01 31 23.13 20 05/17, CHG 7: 11/21 ELECTRONIC CONSTRUCTION AND FACILITY
SUPPORT CONTRACT MANAGEMENT SYSTEM
01 32 16.00 20 08/18, CHG 1: 08/20 SMALL PROJECT CONSTRUCTION PROGRESS
SCHEDULES
01 33 00.05 20 05/14, CHG 4: 12/18 CONSTRUCTION SUBMITTAL PROCEDURES
01 33 10.05 20 05/17, CHG 5: 03/19 DESIGN SUBMITTAL PROCEDURES
01 35 26 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.10 20 02/10, CHG 3: 02/21 QUALITY CONTROL FOR MINOR CONSTRUCTION
01 45 35 11/20 SPECIAL INSPECTIONS
01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND
CONTROLS
01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS
01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND
DISPOSAL
01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS
01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA
01 78 24.00 20 02/15, CHG 3: 08/21 FACILITY ELECTRONIC OPERATION AND
MAINTENANCE SUPPORT INFORMATION (eOMSI)
01 91 00.15 20 02/21, CHG 1: 05/21 TOTAL BUILDING COMMISSIONING
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 1
THIS PAGE INTENTIONALLY LEFT BLANK
PROJECT TABLE OF CONTENTS Page 2
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 11 00
SUMMARY OF WORK
08/ 15, CHG 2: 08/ 21
PART 1 GENERAL
1.1 SUBMITTALS
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
1.2.2 Location
1.3 OCCUPANCY OF PREMISES
1.4 EXISTING WORK
1.5 LOCATION OF UNDERGROUND UTILITIES
1.5.1 Notification Prior to Excavation
1.6 SALVAGE MATERIAL AND EQUIPMENT
PART 2 PRODUCTS
PART 3 EXECUTION
-- End of Section Table of Contents --
SECTION 01 11 00 Page 1
SECTION 01 11 00 Page 2
SECTION 01 11 00
SUMMARY OF WORK
08/ 15, CHG 2: 08/ 21
PART 1 GENERAL
1.1 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
The work includes the complete design for the replacement of backup generation, UPS, and PLC's and incidental related work. Follow UFC 3-501-01 for replacement equipment and installation compliance. Upgrade of the entire facility is not anticipated, but equipment, and installation specific to that equipment, must comply with current requirements. In submitting a proposal for this work it is understood that the Contractor takes full responsibility of all work performed including all professional services of verifying the existing systems interoperability with the facility. The replaced systems must work correctly with all necessary interfaces whether specifically indicated or not. The reference drawings may not be accurate and the contractor accepts that their inclusion in the RFP is to aid in evaluation, but cannot be held to be verified or complete. Any discrepancy, error, or omissions in these old as-built drawings do not relieve the Contractor of the obligation to perform this work and no extra compensation will be allowed for same.
1.2.2 Location
The work is located at Building NH-139, Naval Support Activity, Hampton Roads Norfolk, Virginia . The exact location will be shown by the Contracting Officer.
1.3 OCCUPANCY OF PREMISES
Building(s) will be occupied during performance of work under this Contract.
Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.
1.4 EXISTING WORK
In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:
a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.
b. Repair or replace portions of existing work which have been altered
SECTION 01 11 00 Page 3
Quality Level B Utility Location minimum and as follows.
Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the groundor paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.
1.5.1 Notification Prior to Excavation
Notify the Contracting Officer at least 15 days prior to starting excavation work.
1.6 SALVAGE MATERIAL AND EQUIPMENT
Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 25 miles of the construction site.
Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Section --
SECTION 01 11 00 Page 4
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 14 00
WORK RESTRICTIONS
11/ 11, CHG 14: 02/ 22
PART 1 GENERAL
1.1 SUBMITTALS
1.2 SPECIAL SCHEDULING REQUIREMENTS
1.3 CONTRACTOR ACCESS AND USE OF PREMISES
1.3.1 Activity Regulations
1.3.1.1 Subcontractors and Personnel Contacts
1.3.1.2 Additional Personnel Requirements
1.3.1.2.1 General Construction and Finish Work
1.3.1.2.2 Electronic Security Systems Equipment
1.3.1.3 Installation Access
1.3.1.3.1 Registration for DBIDS
1.3.1.3.2 DBIDS Eligibility Requirements
1.3.1.3.3 DBIDS Notification Requirements
1.3.1.3.4 One-Day Passes
1.3.1.4 No Smoking Policy
1.3.2 Working Hours
1.3.3 Work Outside Regular Hours
1.3.4 Occupied Building
1.3.5 Utility Cutovers and Interruptions
1.4 SECURITY REQUIREMENTS
PART 2 PRODUCTS
PART 3 EXECUTION
SECTION 01 14 00 Page 1
SECTION 01 14 00 Page 2
SECTION 01 14 00
WORK RESTRICTIONS
11/ 11, CHG 14: 02/ 22
PART 1 GENERAL
1.1 SUBMITTALS
Government approval is required for submittals with a "G" classification.
Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00.05 20
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
List of Contact Personnel
1.2 SPECIAL SCHEDULING REQUIREMENTS
d. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.
e. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.
The following conditions apply:
(1) Power outage to transfer power
(2) Entire building outage
1.3 CONTRACTOR ACCESS AND USE OF PREMISES
1.3.1 Activity Regulations
Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.
1.3.1.1 Subcontractors and Personnel Contacts
Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.
SECTION 01 14 00 Page 3
1.3.1.2 Additional Personnel Requirements
1.3.1.2.1 General Construction and Finish Work
1.3.1.2.2 Electronic Security Systems Equipment
Electronic Security Systems equipment such as processing control units, workstations, field panels, sensors, high security locks, card readers, cable installation, and system programming, testing and training must be performed by U.S. companies using U.S. citizens who have been subjected to a trustworthiness determination.
1.3.1.3 Installation Access
Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html . No fees are associated with obtaining a DBIDS credential.
Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.
1.3.1.3.1 Registration for DBIDS
Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html . Procedure includes:
a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.
b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.
c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html .
d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, fingerprints, base restriction and several other assessments.
e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.
1.3.1.3.2 DBIDS Eligibility Requirements
Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.
An adjudication process may be initiated when a background screen failure
SECTION 01 14 00 Page 4 results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.
The Government is the final authority.
1.3.1.3.3 DBIDS Notification Requirements
a. Immediately report instances of lost or stolen badges to the Contracting Officer.
b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:
(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.
(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.
1.3.1.3.4 One-Day Passes
Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.
1.3.1.4 No Smoking Policy
Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas. 1.3.2 Working
Hours
Regular working hours will consist of an 8 1/2 hour period , between 7 a.m. and 3:30 p.m.,Monday through Fridayy, excluding Government holidays.
1.3.3 Work Outside Regular Hours
Work outside regular working hours requires Contracting Officer approval.
Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.
1.3.4 Occupied Building
The Contractor shall be working in an existing building which is occupied.
Do not enter the building without prior approval of the Contracting Officer.
The existing building and its contents must be kept secure at all times.
Provide temporary closures as required to maintain security as directed by
SECTION 01 14 00 Page 5 the Contracting Officer.
Relocate movable furniture as required to perform the work, protect the furniture, and replace the furniture in their original locations upon completion of the work. Leave attached equipment in place, and protect them against damage, or temporarily disconnect, relocate, protect, and reinstallthem at the completion of the work.
The Government will remove and relocate other Government property in the areas of the building scheduled to receive work.
1.3.5 Utility Cutovers and Interruptions
a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.
b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.
c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, are considered utility cutovers pursuant to the paragraph WORK
OUTSIDE REGULAR HOURS.
d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.
1.4 SECURITY REQUIREMENTS
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 14 00 Page 6
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 20 00
PRICE AND PAYMENT PROCEDURES
11/ 20, CHG 2: 08/ 21
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 EARNED VALUE REPORT
1.3.1 Data Required
1.3.2 Payment Schedule Instructions
1.4 CONTRACT MODIFICATIONS
1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT
1.5.1 Content of Invoice
1.5.2 Submission of Invoices
1.6 PAYMENTS TO THE CONTRACTOR
1.6.1 Obligation of Government Payments
1.6.2 Payment for Onsite and Offsite Materials
PART 2 PRODUCTS
PART 3 EXECUTION
SECTION 01 20 00 Page 1
SECTION 01 20 00 Page 2
SECTION 01 20 00
PRICE AND PAYMENT PROCEDURES
11/ 20, CHG 2: 08/ 21
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
U.S. ARMY CORPS OF ENGINEERS (USACE)
EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule
1.2 SUBMITTALS
Government approval is required for submittals with a "G" classification.
Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00.05 20
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Schedule of Prices; G
1.3 SCHEDULE OF PRICES
1.3.1 Data Required
This Contract requires the use of a Schedule of Prices. Use Earned Value Report derived from cost-loaded NAS. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices as directed by the Contracting Officer.Schedule of Prices must have cost summarized and totals provided for each construction category. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices.Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.
1.3.2 Payment Schedule Instructions
Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. For design phase progress payment(s), the Schedule of Prices or Earned Value Report from the Cost Loaded CPM must include detailed design activities and general (summarized) approach for the construction phase(s) of the project. The Schedule of Prices or Earned Value Report must be fully developed with detailed construction line items as design progresses. The complete design and construction Schedule of Prices or Earned Value Report must be submitted and accepted prior to starting construction work.
For Fast-Tracked or Critical Path Submittals of construction projects, the Schedule of Prices must include detailed design and construction line
SECTION 01 20 00 Page 3
Schedule of Prices must include detailed design and construction line items for each fast-tracked/ critical path phase(s), submitted to and accepted by the Contracting Officer during the Post Award Kickoff Meetings and confirmed prior to starting construction work in that phase.
Additionally, the Earned Value Report must be separated as follows:
a. Primary Facilities Cost Breakdown:
Defined as work on the primary facilities out to the 5 foot line.
Work out to the 5 foot line includes construction encompassed within a theoretical line 5 foot from the face of exterior walls and includes attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 foot line.
b. Supporting Facilities Cost Breakdown:
Defined as site work, including incidental work, outside the 5 foot line.
1.4 CONTRACT MODIFICATIONS
In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, base equipment use rates upon the applicable provisions of the
EP 1110-1-8 .
1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT
1.5.1 Content of Invoice
Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.
a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 must include certification by Quality Control (QC) Manager as required by the Contract.
b. The Estimate for Voucher/ Contract Performance Statement on NAVFAC Form 4330/54 furnished by the Government. Use NAVFAC Form 4330, unless otherwise directed by the Contracting Officer, on NAVFAC Contracts when a Monthly Estimate for Voucher is required.
c. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330) with Subcontractor and supplier payment certification. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.
d. Monthly Work-hour report.
e. Updated Construction Progress Schedule and tabular reports required by the contract.
SECTION 01 20 00 Page 4
f. Contractor Safety Self Evaluation Checklist.
g. Updated submittal register.
h. Solid Waste Disposal Report.
i. Certified payrolls.
j. Updated testing logs.
k. Other supporting documents as requested.
1.5.2 Submission of Invoices
Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.
1.6 PAYMENTS TO THE CONTRACTOR
Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.
1.6.1 Obligation of Government Payments
The obligation of the Government to make payments required under the provisions of this Contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR
32.103 Progress Payments Under Construction Contracts:
a. Reasonable deductions due to defects in material or workmanship;
b. Claims which the Government may have against the Contractor under or in connection with this Contract;
c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and
d. Failure to maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.
1.6.2 Payment for Onsite and Offsite Materials
Progress payments may be made to the Contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:
a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.
b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment must be major high cost, long lead, special order, or
SECTION 01 20 00 Page 5 specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.
c. Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Pricesrequirement of this Contract.
Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.
d. Materials are adequately insured and protected from theft and exposure.
e. Provide a written consent from the surety company with each payment request for offsite materials.
f. Materials to be considered for progress payments prior to installation must be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.
g. Materials in transit to the job site or storage site are not acceptable for payment.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 20 00 Page 6
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
11/ 20, CHG 2: 05/ 22
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 VIEW LOCATION MAP
1.4 PROGRESS AND COMPLETION PICTURES
1.5 MINIMUM INSURANCE REQUIREMENTS
1.6 SUPERVISION
1.6.1 Superintendent Qualifications
1.6.2 Minimum Communication Requirements
1.6.3 Duties
1.6.4 Non-Compliance Actions
1.7 PRECONSTRUCTION MEETING
1.7.1 Attendees
1.8 POST AWARD KICKOFF (PAK) MEETING
1.8.1 PAK Meeting Outcomes
1.8.2 PAK Meeting Contractor Attendees
1.9 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)
1.9.1 Red Zone Checklist
1.9.2 Meetings
1.10 PARTNERING
1.10.1 Team-Led (Informal) Partnering
1.11 MOBILIZATION
PART 2 PRODUCTS
PART 3 EXECUTION
SECTION 01 30 00 Page 1
SECTION 01 30 00 Page 2
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
11/ 20, CHG 2: 05/ 22
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual
1.2 SUBMITTALS
Government approval is required for submittals with a "G"classification.
Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00.05 20
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
View Location Map
Progress and Completion Pictures
Design Submittal Packaging
Performance Assessment Plan (PAP)
1.3 VIEW LOCATION MAP
Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.
1.4 PROGRESS AND COMPLETION PICTURES
Photographically document site conditions prior to start of construction operations.Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.
Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.
Include a date designator in file names. Photographs provided are for unrestricted use by the Government.
SECTION 01 30 00 Page 3
1.5 MINIMUM INSURANCE REQUIREMENTS
Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.
1.6 SUPERVISION
1.6.1 Superintendent Qualifications
Provide project superintendent with a minimum of 10years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.
For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.10 20 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.
1.6.2 Minimum Communication Requirements
Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work.In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.
1.6.3 Duties
The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.
1.6.4 Non-Compliance Actions
The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.
Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.
1.7 PRECONSTRUCTION MEETING
, prior to commencing any work at the site, coordinate with the
SECTION 01 30 00 Page 4
Contracting Officer a time and place to meet for the Preconstruction Meeting . The purpose of this meeting is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.
1.7.1 Attendees
Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.
1.8 POST AWARD KICKOFF (PAK) MEETING
Immediately after award, coordinate with the Contracting Officer a time and place for the PAK Meeting. The PAK meeting must be held within 35 calendar days after contract award and prior to commencing work. If mutually agreed upon by the Contractor and the Government, the PAK Meeting may be held concurrently with the Design Presentation/Design Development Meeting or Concept Design Workshop (CDW) whichever is required.
1.8.1 PAK Meeting Outcomes
a. Integrate the Contractor and all client representatives into the project team.
b. Achieve consensus from the project team on any issues and concerns with the Contractor's technical proposal and the User's functional requirements.
c. Review the administrative requirements of the contract that are critical during the design phase.
d. Establish clear lines of communication and points of contact for Government and Contractor team members.
e. Obtain an acceptable conceptual design including floor and site plans, signed by the client, Contractor and other key team members.
f. Review the project design schedule and design package requirement, design submittal packaging, and preliminary construction schedule in accordance with Section 01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES. Discuss design milestones and events that will be included in the Quality Control Communication Plan.
g. Establish clear expectations and schedules for facility turnover, providing DD Form 1354 asset management records, eOMSI submittals, Guiding Principle Validation, Third Party Certification (if applicable), and training of Government maintenance personnel.
h. Establish procedure for design packages reviews, Contractor's resolution to comments, and Government's role in review of packages.
SECTION 01 30 00 Page 5
i. Establish clear expectations for the Concept Design Workshop as established in UFGS 01 31 19.05 20 CONCEPT DESIGN WORKSHOP (CDW).
j. Establish clear expectations for Design Model presentations for projects implementing Building Information Management/Modeling (BIM).
1.8.2 PAK Meeting Contractor Attendees
The following Contractor personnel must attend the PAK meeting; Project Manager, Project Scheduler, Lead Designer-of-Record (DOR), Design Staff responsible for each architectural/engineering discipline when facility design is discussed, Superintendent, QC Manager, DQC Manager. Optional attendees include: Principal, Assistant Project Manager, major subcontractors and specialized supplemental QC personnel.
1.9 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)
Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled NRZ Meetings beginning at approximately 75 percent of project completion.
Include the following in the facility Turnover effort:
1.9.1 Red Zone Checklist
a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the Red Zone Checklist template.
b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.
1.9.2 Meetings
a. Conduct regular Red Zone Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.
b. The Contracting Officer will establish the frequency of the meetings, which is expected to increase as the project completion draws nearer.
At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.
c. Using the Red Zone Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.
d. During the Red Zone Meetings discuss with the COTR any upcoming activities that require Government involvement.
e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.
Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.
SECTION 01 30 00 Page 6
1.10 PARTNERING
Contractor shall host the partnering session within 45 calendar days of contract award. To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, NAVFAC, PWD, FEAD/ROICC, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.
1.10.1 Team-Led (Informal) Partnering
a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel. The Partnering Session will be co-led by the Government Construction Manager and Contractor's Project Manager.
b. The Initial Team-led Partnering session may be held concurrently with the meeting. Partnering sessions will be held at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.
c. The Initial Team-Led Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by Contracting Officer.
d. The Partners will determine the frequency of the follow-on sessions.
e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.
1.11 MOBILIZATION
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 30 00 Page 7
SECTION 01 30 00 Page 8
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 31 19.05 20
CONCEPT DESIGN WORKSHOP (CDW)
02/21
PART 1 GENERAL
1.1 SUMMARY
1.2 SUBMITTALS
1.3 CONCEPT DESIGN WORKSHOP (CDW)
1.3.1 CDW General Requirements
1.3.2 CDW Procedures
1.3.3 CDW Report
1.3.4 CDW Meeting Attendees
PART 2 PRODUCTS
PART 3 EXECUTION
SECTION 01 31 19.05 20 Page 1
SECTION 01 31 19.05 20 Page 2
SECTION 01 31 19.05 20
CONCEPT DESIGN WORKSHOP (CDW)
02/21
PART 1 GENERAL
1.1 SUMMARY
This document includes post-award requirements for the concept design workshop.
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES and 01 33 10.05 20 DESIGN SUBMITTAL
PROCEDURES:
SD-01 Preconstruction Submittals
CDW Facilitator Experience Resume; G
CDW Preliminary Concept Design; G
CDW Report; G
1.3 CONCEPT DESIGN WORKSHOP (CDW)
Provide a CONCEPT DESIGN WORKSHOP that meets the following requirements:
1.3.1 CDW General Requirements
a. Methodology. Conduct a CDW for this project. This effort will examine programmatic functions, review project requirements, ensure life and operational safety requirements are met, analyze alternate design concepts, expose and resolve project issues, and develop the final conceptual design.
b. Facilitator. Provide a Facilitator who is experienced in conducting Concept Design Workshops. Submit a CDW Facilitator Experience Resume to the Contracting Officer describing experience with facilitation including a minimum of three examples. He or she will be responsible for leading the team in a timely manner, making sure issues are addressed and resolved during the CDW, documenting meetings held throughout the CDW, organizing concept design documents for on-site presentations and endorsement, and providing the Concept Design Workshop Report.
c. Contractor's Design Team. The primary functions of the Design Team will be to investigate, develop and present alternate design solutions. The entire Design Team must participate in all phases of the Concept Design Workshop and assist the Facilitator in developing the Concept Design Workshop Report.
d. Concept Design Workshop Report. Summarize the workshop including the
SECTION 01 31 19.05 20 Page 3 various concepts developed and presented. Include a copy of the signature/endorsement sheet prepared and signed at the end of the on-site CDW.
e. Award Amount. Confirm the final concept is within the contract award amount.
1.3.2 CDW Procedures
a. Preliminary Work.
Complete the following prior to the on-site workshop:
(1) Review the contract documents and references explaining the project scope and history.
(2) Prepare and submit, at least 14 days in advance of the CDW, electronic copies and an agreed upon numberof hard copies of a CDW Preliminary Concept Design (Concept #1) and a Basis of Design.
As a minimum, include the following in the CDW Preliminary Concept Design:
(a) Site Plan
(b) Building Floor Plans
(e) Electrical Plans
(3) Make arrangements for and provide an appropriately sized conference room convenient to the project site and Users for use by the Design Team and government participants during the workshop.
(4) Incorporate any government comments received prior to the CDW into a revised Concept #1 and provide at least 20 hard copies of the revised Concept #1 documents for distribution at the workshop. If there are no revisions to the CDW Preliminary Concept Design provide at least 20 hard copies of the original Concept #1 documents for distribution at the workshop.
(5) Facilitator conducts meeting with NAVFAC representatives before the CDW to review preparations, relationships, and the status of work to be accomplished.
b. On-Site Workshop.
On-site CDWs are typically conducted over three to five working days with minimal breaks throughout the workshop. The Design Team can expect longer than normal workdays. Accomplish the following during the on-site CDW.
(1) On the first day of the workshop, meet with the using activity, Station and other Government representatives. The Facilitator will describe the CDW process and review the workshop agenda. The User(s) may provide a functional presentation to review User(s) requirements to aid in further development of the conceptual design.
(2) Present the revised Concept #1 and respond to questions.
(3) (3) Conduct a comment/creative session to generate ideas to
SECTION 01 31 19.05 20 Page 4 improve the conceptual design within the award amount. Document or request User and Government comments in writing so they may be considered, responded to, and presented at subsequent presentations.
(4) Develop a new concept design based on comments and feedback received from the Concept #1 presentation on the first day of the CDW. Include drawings, sketches, and other graphics as necessary to describe the concept design. Prepare at least20 hard copies for distribution at all presentations.
(5) Repeat applicable steps as necessary. Three concepts are typically required.
(6) The final concept must include the following:
(a) Site Plan: Show the layout of the proposed facility in relation to major landmarks. Show all buildings, access roads, parking, pedestrian walkways, roads, sidewalks, landscaping, and major utilities. Indicate major dimensions and orientation.
Provide a building code analysis, relating the proposed building site, size, and construction type to maximum allowable limits of the International Building Code.
(b) Building Floor Plans: Provide floor plans depicting functional utilization of spaces including furniture and equipment layouts. Show room sizes or dimensions. Provide a Life Safety Code analysis with the floor plan to identify required life safety and egress features.
(e) Electrical Plans: Provide plans to show the essential work and intent of the design.
(f) Basis of Design: Describe the intent of the design by discipline. Address material quality, energy efficiency and life cycle costs.
(g) Sustainable Design: Demonstrate ability to achieve identified Guiding Principle sustainability goals and also Third Party Certification sustainability goals, if applicable.
(7) Prepare20 hard copies of the final concept for distribution at the final presentation.
(8) Submit the Concept Design Workshop Report with all items included in the final concept design and the following:
(a) Endorsements: Include a copy of the signature/endorsement sheet.
(b) Comments: Include comments and resolutions concerning the final concept design.
(c) Executive Summary: Summarize the workshop including the various concepts developed and presented.
(d) Special Design Features: Identify any special design features, e.g., pile foundations, physical security, intrusion
SECTION 01 31 19.05 20 Page 5 detection systems, access control, TEMPEST, HEMP, etc.
(e) Architectural Compatibility Statement: Identify architectural style, materials, color scheme, and indicate their compatibility with installation planning and design concepts established in the Base Exterior Architectural Plan.
(f) Environmental Summary: Provide a summary identifying any environmental issues, listing completed actions and items requiring further coordination, waivers or permits.
(g) Supporting Project Documentation: Provide backup documentation supporting development of the concept design, layout, and special features. Include project scope discussion, comment/resolution sheets, meeting minutes, function analysis work sheets, and economic and technical analyses if alternatives evaluated.
(9) Except for final comments, responses and endorsements, the final report should be prepared on site, before the final presentation.
(10) Conduct a comprehensive presentation of the final concept.
Obtain user signatures on an endorsement sheet, signifying approval of the final concept design, subject to any final comments and agreed upon resolutions at the final presentation meeting.
(11) Endorsement sheet must include a statement confirming that the final concept is within the contract award amount and performance period.
1.3.3 CDW Report
Within 14 calendar days of completion of the on-site Concept Design Workshop, submit an electronic copy of the Concept Design Workshop Report as one file in .PDF format to the Contracting Officer. Report must include confirmation that the final concept is within the contract award amount and performance period.
1.3.4 CDW Meeting Attendees
The following Contractor personnel must attend the CDW: Project Manager, Lead Designer of Record, Design Staff representing each architectural/engineering/design discipline, Superintendent, QC and DQC Managers, and Major Subcontractors that are agreed to as necessary and authorized to conclude the CDW.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
SECTION 01 31 19.05 20 Page 6
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 31 23.13 20
ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT MANAGEMENT SYSTEM
05/ 17, CHG 7: 11/ 21
PART 1 GENERAL
1.1 CONTRACT ADMINISTRATION
1.1.1 Format Naming Convention for Files Uploaded Into eCMS
1.1.2 Uploading Documents Processed Outside of eCMS
1.2 USER PRIVILEGES
1.3 SUBMITTALS
1.4 SYSTEM REQUIREMENTS AND CONNECTIVITY
1.4.1 General
1.4.2 Contractor Personnel List
1.5 SECURITY CLASSIFICATION
1.6 ECMS UTILIZATION
1.6.1 Information Security Classification/Identification
1.6.2 Markings on CUI documents
1.7 QUALITY ASSURANCE
PART 2 PRODUCTS
PART 3 EXECUTION
SECTION 01 31 23.13 20 Page…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .