ATTACHMENT A 1688359_X132 Parking Lot_SPECS.pdf
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- NSN, Building X-132 Parking Lot Improvements
- Solicitation number
- N4008522R2789
About this file
This document provides specifications for a construction project to improve the parking lot at Building X-132 at the Naval Station in Norfolk, Virginia. The work includes repaving the existing parking lot, constructing new sidewalks, landscaped medians and islands, pavement markings, traffic signals, signs, parking lot lighting, landscaping, storm drainage infrastructure, and an emergency call box system. Submittals for the project are due within 30 days of contract award. The specifications require compliance with all applicable federal, state, and local regulations and codes governing this type of construction work.
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eProjects No: 1688359
SPECIFICATIONS
BUILDING X-132 PARKING LOT IMPROVEMENTS
at the
Naval Station, Norfolk, Virginia
PREPARED BY:
NAVFAC MID-ATLANTIC
Facilities Engineering and Acquisition Division
Public Works Department
Norfolk, Virginia
SUBMITTED BY:
Design Manager: Charles E. Vidrine
Geotechnical: Lara Patton
Civil: Charles Vidrine
Land Arch: Amy Tilghman
Electrical / Telecom Brian Nypaver, P.E.
Date: April 20, 2023
APPROVED BY:
Project Management & Engineering Director: Sean M. Sweeney, P.E.
Design Director: James M. Smith, R.A.
For Commander, NAVFAC MID-ATLANTIC:
Date:
X132_PARKING IMPROVEMENTS 1688359
04/25/23
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" classification.
Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals Salvage Plan;
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
The work includes providing: paved parking lot, repaving the existing parking lot,sidewalk, landscaped medians & islands, pavement markings, traffic signals, traffic signs, parking lightings, landscaping, storm drainage pipes and structures, stormwater management, emergency call boxes and incidental related work.
1.2.2 Location
The work is located at the Naval Station Norfolk, Norfolk, Virginia,within the "X" and "Q" areas, approximately as indicated on construction drawings. 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 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.
1.5 LOCATION OF UNDERGROUND UTILITIES
Obtain digging permits prior to start of excavation, and comply with
SECTION 01 11 00 Page 1
Installation requirements for locating and marking underground utilities.
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 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 1 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 2
SECTION 01 14 00
WORK RESTRICTIONS
11/11, CHG 14: 02/22
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.
AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)
ANSI/AHRI 210/240 (2008; Add 1 2011; Add 2 2012) Performance Rating of Unitary Air-Conditioning & Air-Source Heat Pump Equipment
AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)
ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum Design Loads and Associated Criteria for Buildings and Other Structures
FLORIDA ADMINISTRATIVE CODE (FAC)
FAC Chapter 15C-1 Department of Highway Safety and Motor Vehicles
INSTRUCTIONS AND STANDARDS FOR NAVBASE GUANTANAMO BAY CUBA
(COMNAVBASEGTMOINST)
11300.3 Base Energy Conservation Regulations
INTERNATIONAL CODE COUNCIL (ICC)
ICC IBC (2018) International Building Code
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA
20-1; TIA 20-2; TIA 20-3; TIA 20-4)
National Electrical Code
NFPA 90A (2021) Standard for the Installation of Air Conditioning and Ventilating Systems
NFPA 101 (2021) Life Safety Code
NAVAL FACILITIES ENGINEERING AND EXPEDITIONARY WARFARE CENTER
(NAVFAC EXWC)
NFESC UG-2029-ENV (1998) Cross-Connection Control and Backflow Prevention Program Implementation at Shore Facilities, User's Guide
SECTION 01 14 00 Page 1
U.S. Code (USC)
8 USC 1101 Definitions
10 USC 6011 Navy Regulations
U.S. DEPARTMENT OF DEFENSE (DOD)
UFC 3-301-01 (2019, with Change 1, 2022) Structural Engineering
U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD)
24 CFR 3280 (2019) Manufactured Home Construction and Safety Standards
1.2 CONTRACTOR ACCESS AND USE OF PREMISES
1.2.1 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.
1.2.1.1 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.
1.2.1.2 Additional Personnel Requirements
1.2.1.2.1 General Construction and Finish Work
General construction and finish work of the must be performed by U.S.
firms using U.S. citizens. General construction includes construction activities such as enclosure or shell, including doors, windows and façade work. Finish Work includes construction activities such as insulation, floor, partition, and ceiling systems; cabinet work; conveyor systems;
specialties; building furnishings, fixtures, and equipment; and mechanical and electrical services and equipment including those specialized for fire protection, security, communication, control, energy conservation, safety, comfort, convenience, and similar purposes.
1.2.1.3 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.
SECTION 01 14 00 Page 2
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.
1.2.1.3.1 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.
1.2.1.3.2 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 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.
1.2.1.3.3 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.
SECTION 01 14 00 Page 3
1.2.1.3.4 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.
1.2.1.4 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.
1.2.2 Working Hours
Regular working hours will consist of an period established by the Contracting Officer, road closures or lane closures are not permitted between the hours of 0500-0800 or 1400-1700 weekdays (Monday to Friday), excluding Government holidays.
1.2.3 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.
1.2.4 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, and steam service are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.
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.
1.3 DOMINION ENERGY UNDERGROUND TRANSMISSION LIMITS FOR MECHANIZED DIGGING
NEAR UNDERGROUND FACILITIES
The contractor when working near Dominion Energy Underground Transmission Facilities mechanized digging is not allowed when:
SECTION 01 14 00 Page 4
1. Within 20 feet of Miss Utility mark for 2 pipe high pressure fluid pipe (HPFF) systems or within 10 feet of visually identified edge of thermal envelope around steel pipes and conduit.
2. Within 20 feet of Miss Utility mark for 4 pipe HPFF systems or within 10 feet of visually identified edge of thermal envelope around steel pipes and conduit.
3. Within 20 feet of Miss Utility mark for XLPE cable systems or within 10 feet of visually identified edge of thermal envelope/ductbank around cable conduits.
Changes in digging restrictions indicated above can only be adjusted by a Dominion Energy Underground (UG) Transmission Line Inspector, Underground Transmission Methods or Underground Transmission Engineering personnel.
1.3.1 Methods to Locate Underground Transmission Facilities
If work must be performed within the condition indicated above:
1. Dominion Energy UG Inspector must be on site for oversight at all times. Contractor must contact Dominion Energy at a minimum of 72 hours in advance to schedule the required oversight.
a. NOVA - Stuart (Chuck) Gray, telephone (540_220-4423
b. NOVA - Troy Breeden, telephone (804) 292-4570
c. SEVA - Ben Ligsay, telephone (804) 624-9619
2. Contractor must verify/daylight the edge of the thermal envelope emcompassing the Dominion Energy Underground Transmission facilities.
3. If digging is paralll to Underground Transmission Facilities, the thermal envelope edge must be verified every 25 feet by potholing.
4. Potholing by vacuum truck is preferred, hand digging is acceptable.
5. If vacumm truck is using hot water, the UG inspector must be notified.
6. No heavy equipment is allowed to sit on top of the UG Transmission Facilities.
NOTES:
1. If the thermal envelope (thermal sand or FTB - fluidized thermal backfill) that encompasses the UG Transmission Facilities is disturbed during construction, the thermal envelop must be replaced with Dominion Energy approved thermal sand or FTB.
2. Any HPFF steel piples exposed, requires a coating surface inspection and test. The UG Inspector will provide help with arraning this coating test.
1.3.2 Dominion Energy Underground Transmission Encroachment Clearances
Type of Encroachment - No Heat Source Involved
SECTION 01 14 00 Page 5
DE UG
Facilities
Encroachment Location
Conduit/Pipe ( NO pressue and NO heat source)
Pipe (pressurized and NO heat source) No physical protection
Pipe - Alternate (pressurized and NO heat source) phyiscal protections required
HPFF Crossing Over 2 feet above thermal sand/FTB
5 feet above sand/FTB physical protection - NOT required
2 feet above sand/FTB phyiscal protection required
HPFF Crossing Under 2 feet below thermal sand/FTB
10 feet below sand/FTB physical protection - NOT required
5 feet below sand/FTB phyiscal protection required
HPFF Parallel 5 feet away from thermal sand/FTB
10 feet away from sand/FTB physical protection - NOT required
5 feet away from sand/FTB phyiscal protection i d
XLPE Crossing Over 2 feet above thermal ductbank/FTB
5 feet above sand/FTB physical protection - NOT required
2 feet above sand/FTB phyiscal protection required
XLPE Crossing Under 2 feet below thermal ductbank/FTB
10 feet below sand/FTB physical protection - NOT required
5 feet below sand/FTB phyiscal protection required
XLPE Parallel 5 feet away from thermal ductbank/FTB
10 feet away from sand/FTB physical protection - NOT required
5 feet away from sand/FTB phyiscal protection required
Asummptions All dimensions are from the edge of the thermal stand or ductbank.
(actual diminensions will be greater if FTB is on top of therml envelope surrounding pipes and conduits.
1a. HPFF - At least 6.0 inches of thermal sand is above and below the edge of the pipe.
1b. XLPE - At least 3.5 inches of thermal concrete is above and below the edge of the conduit.
2a. HPFF - At least 6.0 inches of thermal sand is on the left and right side of the pipe.
2b. XLPE - At least 3.5 inches of thermal concrete is on the left and right edge of the conduit.
SECTION 01 14 00 Page 6
Notes:
1. Additional Engineering Reveiw is required if clearances shown above cannot be applied to encroachment in the field.
2. Review with UG Engineering any metal material proposed for any crossing (or parallel) of UG Transmission facilities.
3. Physical Protection shall be stainless steel plate (or approve equivalent) - 316 stainless steel (1/2 inch thick or greater). Approved physical protection sleeviing pipe shall be Schedule 80 PVC. Width of protection shall be 2X diameter of conduit/pipe crossing the UG facilities. Length of protection shall be 2 feet wider than FTB or ductbank (1 foot on each side).
Type of Encroachment - (Heat Source Involved)
DE UG
Facilities
Encroachment Location
Conduit/Pipe ( no pressue and no heat source)
Pipe (pressurized and heat source) NO physical protection
Pipe - Alternate (pressurized and heat source) phyiscal protection required
HPFF Crossing Over 2 feet above thermal sand/FTB
10 feet above sand/FTB physical protection - NOT required
Engineering Review Required
HPFF Crossing Under 2 feet below thermal sand/FTB
20 feet below sand/FTB physical protection - NOT required
Engineering Review Required
HPFF Parallel 5 feet away from thermal sand/FTB
20 feet away from sand/FTB physical protection - NOT required
Engineering Review Required
XLPE Crossing Over 2 feet above thermal ductbank/FTB
10 feet above sand/FTB physical protection - NOT required
Engineering Review Required
XLPE Crossing Under 2 feet below thermal ductbank/FTB
20 feet below sand/FTB physical protection - NOT required
Engineering Review Required
SECTION 01 14 00 Page 7
DE UG
Facilities
Encroachment Location
Conduit/Pipe ( no pressue and no heat source)
Pipe (pressurized and heat source) NO physical protection
Pipe - Alternate (pressurized and heat source) phyiscal protection required
XLPE Parallel 5 feet away from thermal ductbank/FTB
20 feet away from sand/FTB physical protection - NOT required
Engineering Review Required
Asummptions All dimensions are from the edge of the thermal stand or ductbank.
(actual diminensions will be greater if FTB is on top of therml envelope surrounding pipes and conduits.
1a. HPFF - At least 6.0 inches of thermal sand is above and below the edge of the pipe.
1b. XLPE - At least 3.5 inches of thermal concrete is above and below the edge of the conduit.
2a. HPFF - At least 6.0 inches of thermal sand is on the left and right side of the pipe.
2b. XLPE - At least 3.5 inches of thermal concrete is on the left and right edge of the conduit.
Notes:
1. Additional Engineering Reveiw is required if clearances shown above cannot be applied to encroachment in the field.
2. Review with UG Engineering any metal material proposed for any crossing (or parallel) of UG Transmission facilities.
3. Physical Protection shall be stainless steel plate (or approve equivalent) - 316 stainless steel (1/2 inch thick or greater). Approved physical protection sleeviing pipe shall be Schedule 80 PVC. Width of protection shall be 2X diameter of conduit/pipe crossing the UG facilities. Length of protection shall be 2 feet wider than FTB or ductbank (1 foot on each side).
Refer to Figure 1 - Dominion Underground Lines
1.4 SECURITY REQUIREMENTS
1.4.1 Naval Station Norfolk, Norfolk, VA
a. Contractor registration. Register with the Base Police Truck Investigation Team, located behind pass and ID Office (Bldg CD-9) on Hampton Boulevard, Naval Station Norfolk, Norfolk, VA 23511-5000, telephone number (757) 322-2979.
b. Storage and office trailer registration. Register storage and office trailers to be used on base with the truck investigation team.
Trailers must meet State law requirements and must be in good condition.
SECTION 01 14 00 Page 8
(1) Trailers must be lockable and must be locked when not in use.
(2) Trailers must have a sign in the lower left hand corner of left door of trailer with the following information: Company name, address, registration number of trailer or vehicle identification number, location on base, duration of contract or stay on base, contract number, local on-base phone number, off-base phone number of main office, and emergency recall person and phone number.
c. Equipment markings. Equipment owned or rented by the company must have the company name painted or stenciled on the equipment in a conspicuous location. Rented equipment is to be conspicuously marked with a tag showing who rented the equipment. Register the equipment with the truck investigation team.
d. Procedure information. For additional information regarding registration procedures, contact the Officer in Charge of Construction at (757) 445-1463 or Base Police at (757) 444-8856.
SECTION 01 14 00 Page 9
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PROJECT SITE
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PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 14 00 Page 11
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SECTION 01 14 00 Page 12
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.
ASTM INTERNATIONAL (ASTM)
ASTM A615/A615M (2020) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
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" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Earned Value Report; G
1.3 EARNED VALUE REPORT
1.3.1 Data Required
This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). 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 Earned Value Report (construction Contract) as directed by the Contracting Officer. 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 Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer.
Additionally, the Earned Value Report must be separated as follows:
SECTION 01 20 00 Page 1
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 Earned Value Report from the cost-loaded NAS.
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.
SECTION 01 20 00 Page 2
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 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 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
SECTION 01 20 00 Page 3 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 Earned Value Report 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.
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PART 3 EXECUTION
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SECTION 01 20 00 Page 4
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
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
15 CFR 772 Definition of Terms
15 CFR 773 Special Licensing Procedures
1.2 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. 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. Include aerial photographs. 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
SECTION 01 30 00 Page 1 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 State law.
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.
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
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
SECTION 01 30 00 Page 2 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, 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 PARTNERING
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.
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PART 3 EXECUTION
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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
Utilize the Naval Facilities Engineering Command's (NAVFAC's) Electronic Construction and Facility Support Contract Management System (eCMS) for the transfer, sharing, and management of electronic technical submittals and documents. The web-based eCMS is the designated means of transferring technical documents between the Contractor and the Government. Paper media or e-mail submission, including originals or copies, of the documents identified in Table 1 are not permitted, except where eCMS is unavailable, non-functional, or specifically requested in addition to electronic submission.
1.1.1 Format Naming Convention for Files Uploaded Into eCMS
Include the identification number of the document, the type of document, the name/subject or title, and for daily reports, the date (day of work) with format YYYY/MM/DD in the filename. For example, for RFI's, 0011_RFI_Roof_Leaking.doc; for submittals, 0032a_Submittals_Light_Fixture.pdf; for Daily Reports, 0132_Daily_Report_20190504.xls. Contact the Contracting Officer's Representative (COR) regarding availability of eCMS training and reference materials.
1.1.2 Uploading Documents Processed Outside of eCMS
When specifically requested to provide documents outside of eCMS, upload all final project documentation (e.g., documents that are signed and/or adjudicated by the Government) mentioned in Table 1 into eCMS by creating a record in the module associated with that document type and uploading the document(s). Subject/title of the record should include the type of record i.e., RFI/Submittal/Other, the identification number(s), and the statement "Processed Outside of eCMS". For example, "RFI 001-012 Processed Outside of eCMS".
1.2 USER PRIVILEGES
The Contractor will be provided access to eCMS. All technical submittals and documents must be transmitted to the Government via the COR. Project roles and system roles will be established to control each user's menu, application, and software privileges, including the ability to create, edit, or delete objects.
1.3 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
SECTION 01 31 23.13 20 Page 1
List of Contractor's Personnel; G
1.4 SYSTEM REQUIREMENTS AND CONNECTIVITY
1.4.1 General
The eCMS requires a web-browser (platform-neutral) and Internet connection. Obtain from an approved vendor an External Certification Authority (ECA), Primary Key Infrastructure (PKI) certificate, or other similar digital identification to support two-factor authentication and access to eCMS. Provide and maintain computer hardware and software for the eCMS access throughout the duration of the contract for all Contractor-designated users. Provide connectivity, speed, bandwidth, and access to the Internet to ensure adequate functionality. 70 mbps download speed recommended, 40 mbps minimum for loading large files. Neither upgrading of the Contractor's computer system nor delays associated from the usage of the eCMS will be justification or grounds for a time extension or cost adjustment to the Contract.
1.4.2 Contractor Personnel List
Within 20 calendar days of contract award, provide to the Contracting Officer a list of Contractor's personnel who will have the responsibility for the transfer, sharing and management of electronic technical submittals and documents and will require access to the eCMS. Project personnel roles to be filled in the eCMS include the Contractor's Project Manager, Superintendent, Quality Control (QC) Manager, and Site Safety and Health Officer (SSHO). Personnel must be capable of electronic document management. Notify the COR immediately of any personnel changes to the project. The Contracting Officer reserves the right to perform a security check on all potential users. Provide the following information:
First Name Last Name E-mail Address Office Address Project Role (e.g. Project Manager, QC Manager, Superintendent)
1.5 SECURITY CLASSIFICATION
In accordance with Department of Navy guidance, all military construction contract data are unclassified, unless specified otherwise by a properly designated Original Classification Authority (OCA) and in accordance with an established Security Classification Guide (SCG). Refer to the project's OCA when questions arise about the proper classification of information.
The eCMS and tablet computer must only be used for the transaction of unclassified information associated with construction projects. In conformance with the Freedom of Information Act (FOIA), DoD INSTRUCTION
5200.48 CONTROLLED UNCLASSIFIED INFORMATION (CUI), and DoD requirements, any unclassified project documentation uploaded into the eCMS must be designated either "U - UNCLASSIFIED" (U) or "CUI - CONTROLLED UNCLASSIFIED
INFORMATION"
(CUI).
1.6 ECMS UTILIZATION
Establish, maintain, and update data and documentation in the eCMS throughout the duration of the contract.
SECTION 01 31 23.13 20 Page 2
Personally Identifiable Information (PII) transmittal is not permitted in the eCMS.
1.6.1 Information Security Classification/Identification
The eCMS must be used for the transmittal of the following documents. This requirement supersedes conflicting requirements in other sections, however, submittal review times in Section 01 33 00 SUBMITTAL PROCEDURES remain applicable. Table 1 - Project Documentation Types provides the appropriate U and CUI designations for various types of project documents.
Construction documents requiring CUI status must be marked accordingly.
Apply the appropriate markings before any document is uploaded into eCMS.
Markings are not required on U documents.
Table 1 also identifies which eCMS application is to be used in the transmittal of data (these are subject to change based on the latest software configuration). If a designated application is not functional within 4 hours of initial attempt, defer to the Submittal application and submit the required data as an uploaded portable document (e.g. PDF), word processor, spreadsheet, drawing, or other appropriate format. Hard copy or e-mail submission of these items is acceptable only if eCMS is documented to be not available or not functional or specifically requested in addition to electronic submission. After uploading documents to the Submittal application, transmit the submittals and attachments to the COR via the Transmittal application. For Submittals, select the following:
Preparation by = Contractor personnel assigned to prepare the submittal Approval by = Contracting Officer Representative (COR) Returned by = Design Lead/Manager Forwarded to = Contractor project manager
Table 1 - Project Documentation Types
SUBJECT/NAME DESIG REMARKS ECMS
APPLICATION
As-Built Drawings U Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager
Submittals and Transmittals
Building Information Modeling (BIM)
U 1. Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager
2. Design reviews will be performed in existing "Dr Checks"
Submittals and Transmittals
Construction Permits
U Refer to rules of the issuing activity, state or jurisdiction
Submittals and Transmittals
SECTION 01 31 23.13 20 Page 3
SUBJECT/NAME DESIG REMARKS ECMS
APPLICATION
Construction Schedules (Activities and Milestones)
U After the schedule submittal is approved by the COR, import the schedule file into the scheduling application, and select "Approve" to establish a new schedule baseline
Submittals, Transmittals and Scheduling App
Construction Schedules (Cost-Loaded)
CUI After the schedule submittal is approved by the COR, import the schedule file into the scheduling application, and select "Approve" to establish a new schedule baseline
Submittals, Transmittals and Scheduling App
Construction Schedules (3-Week Lookahead)
U Import the schedule file into the scheduling application, and select "Approve" to establish a new schedule baseline
Scheduling App
DD 1354 Transfer of Real Property
U Submittals and Transmittals
Daily Production Reports
CUI Provide weather conditions, crew size, man-hours, equipment, and materials information
Daily Report
Daily Quality Control (QC) Reports
CUI Provide QC Phase, Definable Features of Work Identify visitors
Daily Report
Designs and Specifications
U 1. Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager
2. Design reviews will be performed in existing "Dr Checks"
Submittals and Transmittals
Environmental Notice of Violation (NOV), Corrective Action Plan
U Refer to rules of the issuing activity, state or jurisdiction
Submittals and Transmittals
Environmental Protection Plan
(EPP)
CUI Submittals and
SECTION 01 31 23.13 20 Page 4
SUBJECT/NAME DESIG REMARKS ECMS
APPLICATION
Invoice (Supporting Documentation)
CUI Applies to supporting documentation only. Invoices are submitted in Wide-Area Workflow (WAWF)
Submittals and Transmittals
Jobsite Documentation, Bulletin Board, Labor Laws, SDS
U Submittals and Transmittals
Meeting Minutes CUI Meeting Minutes
Modification Documents
CUI Provide final modification documents for the project.
Upload into "Modifications - RFPs
Document Management
Operations & Maintenance Support Information (OMSI/eOMSI), Facility Data Worksheet
U 1. Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager
2. Design reviews will be performed in existing "Dr Checks"
Submittals and Transmittals
Photographs U Subject to base/installation restrictions
Submittals and Transmittals
QCM Initial Phase Checklists
CUI Checklists (Site Management)
QCM Preparatory Phase Checklists
CUI Checklists (Site Management)
Quality Control Plans
CUI Submittals and Transmittals
QC Certifications U Submittals and Transmittals
QC Punch List U Punch Lists (Testing Logs)
Red-Zone Checklist U Checklists (Site Management)
Rework Items List CUI Punch Lists (Testing Logs)
SECTION 01 31 23.13 20 Page 5
SUBJECT/NAME DESIG REMARKS ECMS
APPLICATION
Request for Information (RFI) Post-Award
CUI RFIs
Safety Plan CUI Daily Report
Safety - Activity Hazard Analyses
(AHA)
CUI Daily Report
Safety - Mishap Reports
CUI Daily Report
SCIF/SAPF
Accreditation Support Documents
CUI Note: Some Construction Security plans may be classified as Secret. Classified information must not be uploaded into eCMS.
Refer to the Site Security Manager, as applicable.
Submittals and Transmittals
Shop Drawings U Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager
Submittals and Transmittals
Storm Water Pollution Prevention (Notice of Intent
- Notice of Termination)
U Refer to rules of the issuing activity, state or jurisdiction
Submittals and Transmittals
Submittals and Submittal Log
U Submittals and Transmittals
Testing Plans, Logs, and Reports
CUI Submittals and Transmittals
Training/Reference Materials
U Submittals and Transmittals
Training Records (Personnel)
CUI Submittals and Transmittals
Utility Outage/Tie-In Request/Approval
CUI Submittals and Transmittals
Warranties/BOD Letter
CUI Submittals and
SECTION 01 31 23.13 20 Page 6
SUBJECT/NAME DESIG REMARKS ECMS
APPLICATION
Quality Assurance Reports
CUI Checklists (Government initiated)
Non-Compliance Notices
CUI Non-Compliance Notices (Government initiated)
Other Government-prepared documents
CUI GOV ONLY
All Othere Documents
CUI Refer to FOIA guidelines and contact the FOIA official to determine whether exemptions exist
As applicable
1.6.2 Markings on CUI documents
a. Only CUI documents being electronically uploaded into the eCMS (.docx, .xlsx, .pptx, and others as appropriate), and associated paper documents described in the paragraph CONTRACT ADMINISTRATION require CUI markings as indicated in the subparagraphs below.
b. CUI documents that are originally created within the eCMS application using the web-based forms (RFIs, Daily Reports, and others as appropriate) will be automatically watermarked by the eCMS software, and these do not require additional markings.
c. CUI documents must be marked "CONTROLLED UNCLASSIFIED INFORMATION" at the bottom of the outside of the front cover (if…
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