7417111 SpecsAsOneSigned.pdf
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- Attached to
- Replace Condensate Pipe Between SP218 and SP77
- Solicitation number
- N400857417111
About this file
This is a comprehensive specification document for the replacement of a condensate pipe between steam pits SP218 and SP77 at Marine Corps Air Station Cherry Point, North Carolina (Project 7417111). The work involves designing and fabricating a direct-buried underground insulated steel condensate return piping system with all necessary components including carrier pipes, fittings, anchors, pipe supports, insulation, protective casing, and cathodic protection. The scope extends at least 6 inches inside buildings and valve manholes but excludes valve manhole equipment and interior piping, which are covered under a separate section. Key deliverables include detailed design layout drawings stamped by a Professional Engineer, shop drawings, product data, test reports, certificates of compliance, and complete operation and maintenance documentation. The specification requires either a factory-fabricated Drainable-Dryable-Testable (DDT) system or Water Spread Limiting (WSL) system, with comprehensive quality assurance, testing, and thermal performance requirements. Critical submittals include a Certificate of Satisfactory Operation from the UHDS manufacturer, stress calculations for expansion compensation, 100 percent radiographic inspection of field welds, pneumatic and hydrostatic pressure testing, holiday testing of casing coatings, and thermal performance testing with casing temperature sensors. The specification mandates coordination with an independent testing firm for radiographic examination and interpretation by ASNT Level III certified radiographers, and requires a corrosion engineer to oversee cathodic protection system installation and testing. Final acceptance requires verification of final elevations, completion of all punch list items, a pre-final inspection, and a final acceptance inspection. The contractor must comply with extensive environmental, safety, and administrative requirements including DBIDS credential registration for personnel access, adherence to EM 385-1-1 safety standards, an Accident Prevention Plan, Quality Control plan with three phases of control, and regular facility turnover (Red Zone) meetings beginning at 75 percent project completion.
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| File | Type | Posted |
|---|---|---|
| Amendment 0002 74717111.pdf | ||
| Amendment 0001 74717111.pdf | ||
| 7417111 DrawingsAsOneSigned.pdf | ||
| RFP_7417111.pdf | ||
| Master PPI Form.xlsx | XLSX spreadsheet |
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DEPARTMENT OF THE NAVY
MID-ATLANTIC DIVISION, NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS AIR STATION, CHERRY POINT, NORTH CAROLINA
REPLACE CONDENSATE PIPE BETWEEN SP218 AND SP77
MARINE CORPS AIR STATION
CHERRY POINT, NORTH CAROLINA
PROJECT: 7417111
DESIGNED BY:
DESIGN MANAGEMENT AND ENGINEERING BRANCH
MCAS, CHERRY POINT, NC
SPECIFICATIONS PREPARED BY:
JOSEPH MONTANA
SPECIFICATION APPROVED BY:
Design Director:
PATRICK FAULKNER, PE
Date:
(for)
03/25/2026
Replace Condensate Pipe Between SP218 and SP77 7417111
PROJECT TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 01 15 02/11, CHG 1: 08/14 LIST OF DRAWINGS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK
01 14 00 11/22, CHG 1: 02/23 WORK RESTRICTIONS
01 20 00 11/20, CHG 3: 02/23 PRICE AND PAYMENT PROCEDURES
01 30 00 11/20, CHG 3: 08/23 ADMINISTRATIVE REQUIREMENTS
01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES
01 35 26 11/20, CHG 4: 08/23 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 02/19, CHG 1: 08/23 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00 08/23 QUALITY CONTROL
01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND
CONTROLS
01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS
01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS
01 78 23 05/23 OPERATION AND MAINTENANCE DATA
01 78 30.00 22 02/16 GIS DATA DELIVERABLES
DIVISION 02 - EXISTING CONDITIONS
02 41 00 05/10, CHG 2: 02/19 DEMOLITION
02 82 16.00 20 08/11 ENGINEERING CONTROL OF ASBESTOS
CONTAINING MATERIALS
DIVISION 31 - EARTHWORK
31 00 00 08/23 EARTHWORK
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 92 23 04/06, CHG 1: 08/21 SODDING
DIVISION 33 - UTILITIES
33 61 13.19 02/16 VALVES, PIPING, AND EQUIPMENT IN VALVE
MANHOLES
33 63 13 02/25 EXTERIOR UNDERGROUND STEAM
DISTRIBUTION SYSTEM
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 1
DOCUMENT 00 01 15
LIST OF DRAWINGS
02/11, CHG 1: 08/14
PART 1 GENERAL
1.1 SUMMARY
This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."
1.2 CONTRACT DRAWINGS
Contract drawings are as follows:
DRAWING
NO.
NAVFAC DWG
NO.
TITLE
G001 12926190 TITLE SHEET
CD-101 12926191 CIVIL DEMOLITION SITE PLAN
CS-101 12926192 CIVIL NEW WORK SITE PLAN
CD-501 12926193 CIVIL DETAILS
MD101 12908483 MECHANICAL DEMOLITION SITE
PLAN
MD401 12908484 MECHANICAL NEW WORK SITE
PLAN
MS101 12908485 MECHANICAL DEMOLITION
STEAM PIT DETAILS
MS401 12908486 MECHANICAL NEW WORK STEAM
PIT DETAILS
1.3 SUPPLEMENTARY DRAWINGS
These supplementary drawings may not be a part of the contract but are included with the drawings for information.
1.3.1 Reference Drawing
The following reference drawing is intended only to show the original construction. The drawing is the property of the Government and shall not be used for any purpose other than that intended by the contract.
TITLE
UTILITY SYSTEMS
-- End of Document --
DOCUMENT 00 01 15 Page 1
Steam Pit #77
Steam Pit #218
A ST
4506S
Single Mode Distro
Singl e M ode Tie
Steampits #77 and #218 with Vicinity Utilities
N
S
EW
0.0065 0 0.00650.00325 Miles
0.0065 0 0.00650.00325 Kilometers
Prepared 03/19/2026 by Timothy S. Ward
GIS Analyst / BLDG 87 FAMD MCAS-Cherry Point, NC timothy.ward.ctr@usmc.mil
(252) 466-4783
Legend CP.ThermalUtilitySegment
!@ CHPT.CP.Feat_WUgEnclosureAccess
CHPT.CP.WaterUtilitySegment
!@ CHPT.CP.Feat_SUgEnclosureAccess
CHPT.CP.WastUtilSegment
!@ CHPT.CP.Feat_CUgEnclosureAccess
CHPT.CP.CommUtilSegment
!@ CHPT.CP.Feat_EUgEnclosureAccess
Station Underground Electric Utility Lines
CHPT.CP.Building
CUI
SPHEROID . . . . . . . . . . . . . . . . . . . . GEODETIC REFERENCE SYSTEM 1980
PROJECTION . . . . . . . . . . . . . . . . . . UNIVERSAL TRANSVERSE MERCATOR
VERTICAL DATUM . . . . . . . . NORTH AMERICAN VERTICAL DATUM 1988
HORIZONTAL DATUM . . . . . . . . . . . . . . . . NORTH AMERICAN DATUM 1983
CONTROLLED BY . . . . . . . . USGS, NATIONAL GEODETIC SURVEY POINTS
GRID . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1000 - METER UTM ZONE 18
GRATICULE . . . . . . . . . . . . . . . . ONE MINUTE LATITUDE-LONGITUDE TICS
CONTOUR INTERVAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 FOOT ELEVATION UNITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FEET
SCALE 1:342
Distribution/Dissemination Controls: Distribution D - Distribution authorized to Department of Defense and U.S. DoD contractors only.
Other requests for this document shall be referred to the organization, office, or POC responsible for its production.
FOR REFERENCE ONLY
NOT TO BE USED FOR TARGETING OR NAVIGATION
CUI
Disclaimer: Although every effort has been made to ensure the accuracy of information, errors and conditions originating from the physical sources used to develop the database may be reflected in the data supplied. The requestor must be aware of data conditions and ultimately bear responsibility for the appropriate use of the information with respect to possible errors, original map scale, collection methodology, currency of data, and other specific conditions to certain data. This information does not depict all possible resources. Field verification of all data is required for site-specific projects. This information is deemed reliable but not guaranteed.
CUI - Controlled Unclassified Information Controlled by OASD Sustainment Controlled Category; CTI Distribution Authorized to DOD and U.S.
DoD Contractors only; 03/19/2026 Other requests for this document shall be Referred to OASD(S), DISDI Program POC; osd.pentagon.ousd-atl.mbx.disdi-helpdesk@mail.mil
SECTION 01 11 00
SUMMARY OF WORK
08/15, CHG 2: 08/21
PART 1 GENERAL
1.1 WORK COVERED BY CONTRACT DOCUMENTS
1.1.1 Project Description
The work includes replacing condensate pipe between steam pit 77 and steam pit 218, and incidental related work.
1.1.2 Location
The work is located at MCAS Cherry Point, approximately as indicated. The exact location will be shown by the Contracting Officer.
1.2 OCCUPANCY OF PREMISES
Buildings will be occupied during performance of work under this Contract.
Occupancy notifications will be posted in a prominent location in the work area.
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.
1.3 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 during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.
1.4 LOCATION OF UNDERGROUND UTILITIES
Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.
Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.
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 ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, SECTION 01 11 00 Page 1 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.
1.4.1 Notification Prior to Excavation
Notify the Contracting Officer at least 15 days prior to starting excavation work.
1.5 NAVY AND MARINE CORPS (NMCI) COORDINATION REQUIREMENTS
1.5.1 NMCI Contractor Access
Allow the NMCI Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections.
Coordinate efforts with the NMCI Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the NMCI Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Section --
SECTION 01 11 00 Page 2
SECTION 01 14 00
WORK RESTRICTIONS
11/22, CHG 1: 02/23
PART 1 GENERAL
1.1 SUBMITTALS
Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
List of Contact Personnel
1.2 SPECIAL SCHEDULING REQUIREMENTS
a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.
b. The buildings will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.
c. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.
d. The condensate line must be taken out of service during the non-heating season between April 15 and October 15.
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, including 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.
1.3.1.2 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/Operations-and-Management/Base-Support/DBIDS/.
SECTION 01 14 00 Page 1
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.
1.3.1.2.1 Registration for DBIDS
Registration for DBIDS is available at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/.
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/Operations-and-Management/Base-Support/DBIDS/.
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.
1.3.1.2.2 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 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.
1.3.1.2.3 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
SECTION 01 14 00 Page 2 former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.
1.3.1.2.4 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.
1.3.1.3 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 Friday , , 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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.
1.3.4 Occupied Building
The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.
The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.
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.
SECTION 01 14 00 Page 3
c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and steam 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.
e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain.
1.4 SECURITY REQUIREMENTS
1.4.1 Station Regulations
No employee or representative of the contractor will be admitted to the work site without an Identification Badge or is specifically authorized admittance to the work site by the FEAD, Facilities Engineering & Acquisition Division.
IMPORTANT NOTE: FEAD personnel (Construction Managers, Engineers/Architects, Engineering Technicians, Contract Specialists, or Contract Surveillance Representatives) will not receive, process, re-transmit, or otherwise handle IN ANY WAY Personally Identifiable Information (PII) related to the badging process. Do NOT forward any of this information to the FEAD.
1.4.2 Contractor Access to MCAS Cherry Point and Outlying Areas
1. Documentation requirements for granting access to MCAS Cherry Point for commercial and contract employers and employees. This document is an aid in meeting ASO 5560.6B requirements and is not a substitute for the order.
2. The Pass & Identification Office at Building 251 will issue credentials to authorized contractors. Sub-Contractors and suppliers must coordinate through the Prime-Contractor.
3. Criminal Activity. In accordance with ASO 5560.6B, the below list of criminal activities within an applicant's record are considered not in the best interest of the Marine Corps and will be grounds for automatic denial of access aboard the Installation:
a. Conviction for espionage, sabotage, sedition, treason, terrorism, armed robbery, or murder.
b. Felony conviction for a firearms or explosives violation, regardless of the date of conviction.
c. Conviction of crimes encompassing sexual assault or rape.
d. Conviction of crime encompassing child molestation, or the possession or production of child pornography.
e. Conviction of trafficking in persons.
SECTION 01 14 00 Page 4
f. Conviction of drug possession with intent to sell or distribute.
g. Convicted of three or more misdemeanor violations, or attempted violations, within the previous 10 years of the following offenses:
(1) Sex crime
(2) Assault
(3) Larceny
(4) Drugs
(5) Weapons
4. Persons requesting access to MCAS Cherry Point will be denied access based on the following:
a. The individual is a registered sex offender.
b. The individual has an active arrest warrant from Federal, State, local, or other civil law enforecement authorities, regardless of offense or violation.
c. The individual has a felony conviction within the last 10 years, regardless of the offense or violation.
d. The individual's name appears on any Federal or State agency watch list for criminal behavior or terrorist activity.
e. The individual is debarred entry or access to a Marine Corps site, other DoD installations or facilities, or other Federal site or facility.
f. The individual engaged in acts or activities designed to overthrow the U.S. Government by force.
g. The individual is known to be or reasonably suspected of being a terrorist or belongs to an organization with known terrorism links/support.
h. The individual is identified in the National Crime Information Center (NCIC) known suspected terrorist (KST) file, or the Terrorist Screening Database (TSDB) report as known to be, or suspected of being, a terrorist or belonging to an organization with known links to terrorism or support of terrorist activity. If an individual is identified on the NCIC KST files or TSDB, the Provost Marshal's Office (PMO) will immediately call the NCIS Multiple Threat Alert Center (MTAC) for further coordination. The MTAC will coordinate with the Department of Justice or Federal Bureau of Investigation (FBI) and provide handling instructions to MCAS Cherry Point Police, Criminal Investigations Division (CID), or NCIS.
i. The individual is illegally present in the U.S.
j. The individual has knowingly submitted an employment questionnaire with false or fraudulent information.
SECTION 01 14 00 Page 5
k. The individual is a prisoner on a work-release program or currently on felony probation or parole.
l. The individual is pending any felony charge.
m. The individual has criminal arrest information that the site commander determines the person presents a threat to good order, discipline, or health and safety on the Marine Corps site.
n. Any reason the Installation Commander deems reasonable for good order and discipline.
1.4.3 Staging Area
As indicated on the plans, the Contractor staging area will be (CM to coordinate). Amount of material on site shall be kept to a minimum and shall only be material that is pertinent to the work currently being performed. All stockpiling of equipment and materials shall be closely coordinated with the Government and shall not disrupt activities at the site.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 14 00 Page 6
SECTION 01 20 00
PRICE AND PAYMENT PROCEDURES
11/20, CHG 3: 02/23
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 all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Schedule of Prices
1.3 SCHEDULE OF PRICES
1.3.1 Data Required
Within 15 calendar days of Contract Award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction Contract) 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.
Additionally, the Schedule of Prices 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:
SECTION 01 20 00 Page 1
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.
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.
SECTION 01 20 00 Page 2
1.5.2 Submission of Invoices
If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.
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.
1.5.3 Final Invoice
a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.
b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.
c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.
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;
SECTION 01 20 00 Page 3
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 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 Prices requirement 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
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PART 3 EXECUTION
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SECTION 01 20 00 Page 4
SECTION 01 20 00 Page 5
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
11/20, CHG 3: 08/23
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 (2024) Safety and Health Requirements Manual
1.2 SUBMITTALS
Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
View Location Map Progress and Completion Pictures
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.
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 North Carolina law.
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1.6 SUPERVISION
1.6.1 Superintendent Qualifications
Provide project superintendent with a minimum of 10 years 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 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 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 QC 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
Immediately after award, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Meeting. The meeting must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. 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, QC, schedule of prices, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections, and contract
SECTION 01 30 00 Page 2 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), QC Manager and major subcontractors.
1.8 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 NAVFAC Red Zone Meetings beginning at approximately 75 percent of project completion. Include the following in the facility Turnover effort:
1.8.1 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.
1.8.2 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.
1.9 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
SECTION 01 30 00 Page 3 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, PWD, FEAD, Contractor, key subcontractors, and the Designer of Record are required to participate in the Partnering process.
1.9.1 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 Pre-Construction 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.
1.10 MOBILIZATION
Contractor shall mobilize to the jobsite within 60 calendar days after contract award . Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.
PART 2 PRODUCTS
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PART 3 EXECUTION
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SECTION 01 30 00 Page 4
SECTION 01 33 00
SUBMITTAL PROCEDURES
08/18, CHG 4: 02/21
PART 1 GENERAL
1.1 DEFINITIONS
1.1.1 Submittal Descriptions (SD)
Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:
SD-01 Preconstruction Submittals
Submittals that are required prior to or commencing with the start of work on site.
Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.
Certificates Of Insurance Surety Bonds List Of Proposed Subcontractors List Of Proposed Products Baseline Construction Schedule Submittal Register Schedule Of Prices Or Earned Value Report Accident Prevention Plan Work Plan Quality Control (QC) plan Environmental Protection Plan
SD-02 Shop Drawings
Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.
Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.
Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.
SD-03 Product Data
Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions, and brochures illustrating size, physical appearance, and other characteristics of materials, systems, or equipment for some portion of the work.
Samples of warranty language when the contract requires extended product warranties.
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SD-04 Samples
Fabricated or unfabricated physical examples of materials, equipment, or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.
Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.
Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.
SD-05 Design Data
Design calculations, mix designs, analyses or other data pertaining to a part of work.
SD-06 Test Reports
Report signed by authorized official of testing laboratory that a material, product, or system identical to the material, product, or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.
Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.
Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.
Investigation reports
Daily logs and checklists
Final acceptance test and operational test procedure
SD-07 Certificates
Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.
Document required of Contractor, or of a manufacturer, supplier, installer, or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.
Confined space entry permits
SECTION 01 33 00 Page 2
Text of posted operating instructions
SD-08 Manufacturer's Instructions
Preprinted material describing installation of a product, system, or material, including special notices and (SDS)concerning impedances, hazards, and safety precautions.
SD-10 Operation and Maintenance Data
Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.
Data required by operating and maintenance personnel for the safe and efficient operation, maintenance, and repair of the item.
Data incorporated in an operations and maintenance manual or control system.
SD-11 Closeout Submittals
Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.
Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.
1.1.2 Approving Authority
Office or designated person authorized to approve the submittal.
1.1.3 Work
As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.
1.2 SUBMITTALS
Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Submittal Register
1.3 SUBMITTAL CLASSIFICATION
1.3.1 For Information Only
Submittals not requiring Government approval will be for information only.
Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."
SECTION 01 33 00 Page 3
1.4 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL
As soon as practicable after award of contract, and before procurement or fabrication, forward to the Commander, NAVFAC Mid-Atlantic, FEAD Cherry Point (Design Management & Engineering Division), PSC Box 8006, Building 87, Cherry Point, North Carolina, 28533-0006 submittals required in the technical sections of this specification, including shop drawings, product data and samples. In addition, forward a copy of the submittals to the Contracting Officer at Commander, NAVFAC Mid-Atlantic, FEAD Cherry Point (Construction Division), PSC Box 8006, Building 87, Cherry Point, North Carolina, 28533-0006.
Forward to the Commander, NAVFAC Mid-Atlantic, FEAD Cherry Point (Construction Division), PSC Box 8006, Building 87, Cherry Point, North Carolina, 28533-0006, submittals required in the General Requirements sections of this specification.
1.4.1 O&M Data
Submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.
In the event the Contractor fails to deliver O&M data within the time limits specified, the Contracting Officer may withhold from progress payments 50 percent of the price of the items to which such O&M data apply.
1.5 PREPARATION
1.5.1 Transmittal Form
Transmit each submittal, except sample installations and sample panels to the office of the approving authority using the transmittal form prescribed by the Contracting Officer. Include all information prescribed by the transmittal form and required in paragraph IDENTIFYING SUBMITTALS. Use the submittal transmittal forms to record actions regarding samples.
1.5.2 Identifying Submittals
The Contractor's QC Manager must prepare, review and stamp submittals, including those provided by a subcontractor, before submittal to the Government.
Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:
a. Project title and location
b. Construction contract number
c. Dates of the drawings and revisions
d. Name, address, and telephone number of Subcontractor, supplier, manufacturer, and any other Subcontractor associated with the submittal.
e. Section number of the specification by which submittal is required
SECTION 01 33 00 Page 4
f. Submittal description (SD) number of each component of submittal
g. For a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission
h. Product identification and location in project.
1.5.3 Submittal Format
1.5.3.1 Format of SD-01 Preconstruction Submittals
When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's certification stamp to the document itself, but to a separate sheet accompanying the document.
Provide data in the unit of measure used in the contract documents.
1.5.3.2 Format for SD-02 Shop Drawings
Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.
Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.
a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society…
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