spc P1044 Final 100 pct specification rev1.pdf
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- Attached to
- DESIGN-BID-BUILD, P1044, PIER 31 EXTENSION NAVAL SUBMARINE BASE NEW LONDON, GROTON, CONNECTICUT
- Solicitation number
- N4008524R2503
About this file
This document is a 100% specification revision for the P1044, Pier 31 Extension project at Naval Submarine Base New London in Groton, Connecticut.
The project involves design-bid-build construction services for the extension of Pier 31. The solicitation number is N4008524R2503, issued by the Department of the Navy Naval Facilities Engineering Command. The specification covers detailed requirements for the design, materials, and construction of the pier extension, including civil, structural, mechanical, electrical, and other technical specifications. Key aspects include specific requirements for concrete, steel, piping, electrical systems, and other construction elements. No set-asides or pricing terms are included, as this appears to be the technical specification rather than the full solicitation document.
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At the
PREPARED BY:
Architectural: Mechanical:
Civil: Electrical:
Structural:
APPROVED BY:
Specifications:
For Commander, NAVFAC:
Date:
Submitted By: Date:
P-1044 Submarine Pier 31 Extension eProject No. 1683671 New London Submarine Base, Groton CT
PROJECT TABLE OF CONTENTS
DI VI SI ON 01 - GENERAL REQUI REMENTS
01 11 00 SUMMARY OF WORK
01 14 00 WORK RESTRICTIONS
01 20 00.00 20 PRICE AND PAYMENT PROCEDURES
01 30 00 ADMINISTRATIVE REQUIREMENTS
01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT
MANAGEMENT SYSTEM
01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)
01 33 00 SUBMITTAL PROCEDURES
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 35 40.00 25 MARINE MAMMAL MONITORING PROTECTION
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.00 20 QUALITY CONTROL
01 45 35 SPECIAL INSPECTIONS
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS
01 57 24 TURBIDITY CONTROL AND MONITORING
01 58 00 PROJECT IDENTIFICATION
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT
INFORMATION (eOMSI)
DI VI SI ON 02 - EXI STI NG CONDI TI ONS
02 41 00 DEMOLITION AND DECONSTRUCTION
02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL
02 82 00 ASBESTOS REMEDIATION
02 83 00 LEAD REMEDIATION
02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs
AND MERCURY
DI VI SI ON 03 - CONCRETE
03 30 00 CAST-IN-PLACE CONCRETE
03 31 30 MARINE CONCRETE
03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE
CONSTRUCTION
DI VI SI ON 05 - METALS
05 05 23.16 STRUCTURAL WELDING
05 50 13 MISCELLANEOUS METAL FABRICATIONS
DI VI SI ON 09 - FI NI SHES
09 90 00 PAINTS AND COATINGS
09 97 13.26 COATING OF STEEL WATERFRONT STRUCTURES
DI VI SI ON 13 - SPECI AL CONSTRUCTI ON
13 34 19.00 22 GUARD BOOTH
DI VI SI ON 21 - FI RE SUPPRESSI ON
PROJECT TABLE OF CONTENTS Page 1
21 12 00 FIREWATER STANDPIPE SYSTEMS
DI VI SI ON 22 - PLUMBI NG
22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE
DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS
23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS
23 82 46.00 40 ELECTRIC UNIT HEATERS
DI VI SI ON 26 - ELECTRI CAL
26 05 33 DOCKSIDE POWER CONNECTION STATIONS
26 08 00 APPARATUS INSPECTION AND TESTING
26 11 16 SECONDARY UNIT SUBSTATIONS
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 23 00 LOW-VOLTAGE SWITCHGEAR
26 27 14.00 20 ELECTRICITY METERING
26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION
26 42 13.00 20 CATHODIC PROTECTION BY GALVANIC ANODES
26 51 00 INTERIOR LIGHTING
26 56 00 EXTERIOR LIGHTING
DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY
28 31 60 KING FISHER FIRE ALARM SYSTEM, NON-ADDRESSABLE
DI VI SI ON 31 - EARTHWORK
31 23 00.00 20 EXCAVATION AND FILL
31 62 16.13 STEEL PIPE PILES
31 63 29 DRILLED CONCRETE SHAFTS
DI VI SI ON 32 - EXTERI OR I MPROVEMENTS
32 12 16.16 ROAD-MIX ASPHALT PAVING
32 31 13.53 HIGH-SECURITY FENCES (CHAIN LINK) AND GATES
DI VI SI ON 33 - UTI LI TI ES
33 11 00 FRESH WATER UTILITY DISTRIBUTION PIPING
33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION
33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON
35 20 23 DREDGING
35 51 14.00 20 BROW AND PLATFORM
35 59 13.14 20 POLYMERIC FENDER PILES
35 59 13.16 MARINE FENDERS
35 59 13.19 ARCH-TYPE RUBBER MARINE FENDERS
35 59 20 HDPE PIPE PILE SLEEVES
35 59 35 MOORING FITTINGS
DI VI SI ON 41 - MATERI AL PROCESSI NG AND HANDLI NG EQUI PMENT
PROJECT TABLE OF CONTENTS Page 2
41 22 13.19 JIB CRANES
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 3
SECTION 01 11 00
SUMMARY OF WORK
08/ 15, CHG 1: 05/ 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 information only.
When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Salvage Plan; G
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
The work includes The construction of a new pier extension to existing Pier 31. The work also includes the demolition of existing Pier 10, Pier 17 stub, the construction of a new crane weight test area, the provision of camels, dredging, modification of existing utilities, and incidental related work.
1.2.2 Location
The work is located at the New London Submarine Base, Groton, CT, approximately as indicated. The exact location will be shown by the Contracting Officer.
1.3 WORK SCHEDULING
The Contractor shall complete the demolition of Pier 10 and the Crane Weight Test Area by January 31, 2025
1.4 OCCUPANCY OF PREMISES
The adjacent piers and buildings will be in use 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.
1.5 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
SECTION 01 11 00 Page 1 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.
1.6 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 21 days 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, pier deck or paved surface where existing underground utilities or utilities encased in pier structures 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.
1.6.1 Notification Prior to Excavation
Notify the Contracting Officer at least 15 days prior to starting excavation work.
1.7 NAVY AND MARINE CORPS (NMCI) COORDINATION REQUIREMENTS
1.7.1 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.
1.8 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 on the Subase.
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. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.
SECTION 01 11 00 Page 2
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Section --
SECTION 01 11 00 Page 3
SECTION 01 14 00
WORK RESTRICTIONS
11/ 11, CHG 12: 05/ 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. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. 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. All equipment (including but not limited to barges, crane barges, work boats) must be inspected by the U.S. Navy before entering through the floating security barrier. Contractor must coordinate a location that is safe for U.S. Navy personnel and working dogs to board and inspect the equipment before it enters through the floating barrier.
b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:
c. The adjacent piers and roads 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.
d. Pier 32 will be in operation during construction of Pier 31. Certain Pier 32 activities will require the Contractor to provide clear access to the south side Pier 32 for those activities including complete removal of all waterborne craft from the North side of Pier 31.
Payment for these removal activites shall be made under CLIN 0001S.
e. 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.
f. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations, including the following:
(1) Electrical System Connections
(2) Telecommumnication Systems connections
(3) Water and sewer connections
SECTION 01 14 00 Page 1
(4) Compressed air connections
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. To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.
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/om/dbids.html . No fees are associated with obtaining a DBIDS credential.
Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.
1.3.1.2.1 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
SECTION 01 14 00 Page 2 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 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 Entry to Radiologically Controlled Areas
Contractor personnel must not, under any circumstances, enter a radiologically controlled area or cross any posted radiological boundary.
This paragraph applies to all phases of contract work. Radiation areas are posted with signs consistent with OSHA requirements. Ensure that employees are familiar with the radiation signs and symbols. All personnel entering NAVSUBASE for the first time are required to receive radiological indoctrination training.
SECTION 01 14 00 Page 3
Should contract workers encounter radiological postings or boundaries which appear to limit their ability to access or carry out their intended work, they must notify their contract administrator for resolution of the problem.
1.3.2.1 Radioactive Materials and Equipment
All testing equipment, containing a radioactive source, must be operated in accordance with an approved radioactive equipment plan. This plan must be submitted to the Contracting Officer and approved by the Radiation Officer (Code 105.5), prior to bringing the equipment into NAVSUBASE.
This plan must include:
a. The name and type of equipment.
b. The type and size of radiation source
c. The dates and locations of the equipment's usage.
d. The radiological controls that the Contractor will use while operating the equipment.
A different radioactive equipment plan will be required for each different type of equipment, type of radioactive source, or size of radioactive source. A data sheet of for each piece of new radioactive equipment must be submitted to the Contracting Officer to forward to NAVSUBASE's Radiation Safety Officer. The data sheet must contain the following information:
a. The name and type of equipment.
b. The type and size of radiation source
c. The dates and locations of the equipment's usage.
d. The radiological controls that the Contractor will use while operating the equipment.
1.3.3 Working Hours
Regular working hours will consist of an 8 1/2 hour period established by the Contracting Officer, between 7 a.m. and 5:00 p.m., Monday through Friday excluding Government holidays.
1.3.4 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.
SECTION 01 14 00 Page 4
1.3.5 Occupied Buildings
The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer. 1.3.6 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, fire alarm, compressed air, security systems, 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. Contractor is responsible for locking out and tagging out of service, all equipment/utility systems involved under this contract. All locks used to control hazardous energy for personnel shall have red bodies, and red bodied locks shall be used for no other purpose at NSB NLON.
After an outage has been approved, Government personnel will secure the equipment/utility distribution systems and tag those systems outside the building. Operation and isolation of utility services within the building are the responsibility of the Contractor. Where possible, the Contractor shall provide any necessary locks and chains to secure utility systems (i.e. steam, water, air, electricity) and to achieve a zero mechanical state (ZMS) for all machinery involved. ZMS is defined as the mechanical state of a machine in which:
(1) Every power source that can produce machine movement has been locked off.
(2) The mechanical potential energy of all portions of the machine is at its lowest potential value so opening of pipes, valves, hoses, or actuation of any valve will not produce a movement that could easily cause injury.
(3) The kinetic energy of the machine is at its lowest practical value.
(4) Pressurized fluid (air, oil, or other) trapped in the machine lines, cylinders, or other components is not capable of producing a machine motion upon actuation of any valve.
1.3.7 NAVSUBASE Work Clearance Request
1.3.7.1 NAVSUBASE Hazardous Areas
Do not enter into work areas where NAVSUBASE personnel are using protective equipment such as respirator and masks or marked boundary areas
SECTION 01 14 00 Page 5 without prior approval.
1.4 SECURITY REQUIREMENTS
Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:
1.4.1 Naval Submarine Base New London, Groton, CT
In addition to the requirements described in the Paragraph CONTRACTOR ACCESS AND USE OF PREMISES, the Contractor is advised of the following:
a. Vehicles and Equipment - In addition to other conditions and requirements set forth hereinbefore, attenuation is invited to the fact that vehicles and equipment admitted to the Naval Submarine Base New London, Groton CT will be required to meet standards established by the Station Safety Department.
b. Contractor responsibility for employees - The Contractor is responsible for employees under his employment. Ensure that employees are familiar with and obey station traffic safety, and security regulations.
c. Photographs - Taking photographs is prohibited on the Naval Submarine Base New London, Groton, CT. When operationally required, submit a written request containing justification and details to the Security Officer and receive written permission prior to taking photographs.
d. Storage and office trailer registration. Register storage and office trailers to be used on base with the truck investigation team. Trailers shall meet State law requirements and shall be in like new condition.
(1) Trailers shall be lockable and shall be locked when not in use.
(2) Trailers shall have a sign in the lower left hand corner of all trailer doors with the following information: Company name, address, registration number of trailer or vehicle identification number, 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.
e. Equipment markings-equipment owned or rented by the company shall 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.
1.4.2 Inspection
Personnel and equipment are subject to inspection. Personnel are also subject to physical searches at random intervals. Contractor shall take into consideration that due to increased security there may be delays, as much as 2 hours, entering the Base.
1.4.3 Parking
Do not park in or block any marked fire lanes at any time. The Contractor
SECTION 01 14 00 Page 6 will be permitted 2 parking spaces in the Lower Base area. Contractor's workers shall park in the first come, first serve open parking area indicated near Building 410. Transportation from the parking area to the work site is at the Contractor's expense.
1.4.4 Radiological Accident (RADCON) Drills
RADCON drills are conducted about once every three (3) months. Traveling throughout the lower base (west of the railroad tracks) is prohibited throughout the duration of the drill. The drills are from two (2) to four
(4) hours duration. During the drill:
a. All personnel shall take cover in the nearest building.
b. All vehicles shall stop and vehicle occupants shall take cover in the nearest building.
c. There shall be no eating, drinking or smoking.
d. All windows and building ventilation shall be secured.
All personnel on the Upper and Lower Base shall listen to the public address system for specific instructions. Upper Base personnel may be required to take actions as described for Lower Base personnel. All costs associated with delays due to RADCON drills are the responsibility of the Contractor.
1.4.5 Work in the Thames River
No underwater excavation or disposal of dredged material will be permitted for all projects where work is to be performed in the Thames River or along the shoreline of the Thames River at the Naval Submarine Base New London, Groton, CT, during the environmentally sensitive period between 1 February and 30 September.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 14 00 Page 7
SECTION 01 20 00.00 20
PRICE AND PAYMENT PROCEDURES
11/11
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 (2016) Construction Equipment Ownership and Operating Expense Schedule
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.
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. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices and extended prices..
1.3.2 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.
1.3.3 Real Property Assets
The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract. The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form
SECTION 01 20 00.00 20 Page 1
1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.
Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.
Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work.
Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.
Cost data accumulated under this section are required in the preparation of DD Form 1354.
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, equipment use rates shall be based 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. 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 shall include certification by Contractor and Quality Control (QC) Manager.
b. The Earned Value Report from the cost-loaded NAS, showing in detail:
the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract. Use NAVFAC Form 4330/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.
c. Updated Project Schedule and reports required by the contract.
d. Contractor Safety Self Evaluation Checklist.
e. Other supporting documents as requested.
f. Updated copy of submittal register.
g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.
h. Contractor's Monthly Estimate for Voucher and Conractors Certification (NAVFAC Form 4330/54) with Subcontractor and supplier payment certification.
SECTION 01 20 00.00 20 Page 2
i. Materials on Site.
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 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 shall be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, contract award date is the 7th of the month, the date of each monthly invoice shall be the 7th and the invoice shall be submitted by the 12th of the month.
1.5.3 Final Invoice
a. A final invoice shall 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 shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall 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 shall 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 32.503-6 Suspension or Reduction of Payments:
a. Reasonable deductions due to defects in material or workmanship;
SECTION 01 20 00.00 20 Page 3
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 provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."
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 shall 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, , 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, and insulation.
c. Materials to be considered for progress payment prior to installation shall 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 shall 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 shall be stored in the Continental United States. Other locations are subject to written approval by the Contracting Officer.
PART 2 PRODUCTS
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PART 3 EXECUTION
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SECTION 01 20 00.00 20 Page 4
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
11/20
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 and Health Requirements Manual
1.2 SUBMITTALS
Government approval is required for submittals with a "G" classification. Submittals not having a "G" classification are for Contractor Quality Control approval. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
View Location Map; G
Progress and Completion Pictures; G
Superintendent Qualifications; G
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.
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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. Submit the superintendent's qualifications for approval. The superintendent shall be subject to an interview by the NAVFAC Construction Manager.
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 the site. The purpose of this meeting is to discuss and develop a mutual
SECTION 01 30 00 Page 2 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 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)
Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled NRZ Meetings beginning at approximately 75 percent of project completion.
Include the following in the facility Turnover effort:
1.8.1 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.
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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 achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, NAVFAC, PWD, FEAD/ROICC, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.
1.9.1 Facilitated (Formal) Partnering
a. Within 45 calendar days after award and prior to the start of work, host a Formal Partnering session with key personnel from the project team including both Contractor and Government personnel. All costs associated with the Partnering session including the third-party independent Facilitator Consultant, meeting room and other incidental items are the responsibility of the Contractor.
b. Before the Facilitated (Formal) Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note pads, pens/pencils, colored flash cards) and have these items available at the Partnering session. Provide copies of any documents required for distribution to all attendees. Participants will bear their own costs for meals, lodging and transportation associated with Partnering .
c. The Initial Partnering Session must be a duration of one day and be held at a location off base as agreed to by the Contracting Officer.
Partnering session may take place concurrently with the Pre-Construction Meeting.
d. Facilitator must be experienced in conducting corporate Partnering sessions and must be a third-party independent facilitating consultant
- not an employee of the Contractor. The Facilitator is responsible for leading all aspects of the Partnering session necessary to achieve the Partnering goal.
e. An outcome of the Partnering session must be an escalation matrix agreed upon by both the Government and Contractor, which identifies key Government and Contractor decision makers by name and anticipated decision durations.
f. Host follow-on Partnering Sessions at three- to six-month intervals or more frequently if needed and lasting generally a half day or less.
Attendees need only be those required to resolve current issues. The same Facilitator used in the Initial Partnering session must lead the follow-on sessions unless an alternative is permitted by the Contractor Officer. All costs associated with follow-on Partnering sessions are the responsibility of the Contractor.
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PART 2 PRODUCTS
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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 6: 02/ 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. 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 the subject eCMS document management folders that are associated with that document type. Include the identification number of the document, type of document; the name/subject or title; and for daily reports the date (day of work) with format YYYY/MM/DDin 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.
1.2 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" classification.
Submittals not having a "G" classification are for Contractor Quality Control approval. When used, acode following the "G" classification identifies the office that will review the submittal for the Government.
Submit the following in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-01 Preconstruction Submittals
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
SECTION 01 31 23.13 20 Page 1 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. 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)
1.4.3 Field Administration
Within 30 days of Contract Award, provide a tablet computer with a Common Access Card (CAC) reader at the job site for Government use only. The tablet computer must have a web-browser, built-in camera, and cellular data connectivity. Provide tablet computer with a rugged case suitable for use in a construction environment. The tablet computer must be fully charged and made available at all times for Government use to facilitate the input of construction data at the job site. The tablet will be given back to the contractor prior to leaving the jobsite for charging, maintaining and securing. After completion of the work, reset the tablet computer to factory default settings.
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