P71594 PTPA III ANNEX IFB SPC 1of2.pdf
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- Solicitation number
- N69450-20-R-0013
About this file
This is a solicitation for a design-bid-build project to construct two new facilities at Naval Air Station Corpus Christi in Texas. The first facility is a 124,670 square foot Aircraft Component Repair Facility to house rotary wing aircraft component rebuild activities. The second facility is an 82,207 square foot administrative headquarters office building. Both facilities will include administrative space, restrooms, support space, and connecting utilities. The work includes site clearing and grubbing, building pad preparation, utility connections, fire detection and alarm systems, mass notification systems, energy monitoring systems, building information systems, sustainability measures, road and sidewalk paving, landscaping, excavation and embankment, and low impact development features. The solicitation is issued by the Department of the Navy Naval Facilities Engineering Command.
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WORK ORDER NO. 1628754
A/E CONTRACT NO.
IN-HOUSE DESIGN
APPROPRIATION: MCON
P71594 PTPA III ADMIN ANNEX
NAS CORPUS CHRISTI, TEXAS
CORPUS CHRISTI, TEXAS
NOT FOR CONSTUCTION – FOR BID ONLY
VOLUME 1 OF 2
SUBMITTED BY:
NAVFAC Southeast, Capital Improvements
P.O. Box 30, Building 903 NAS Jacksonville, FL 32212
PREPARED BY:
Architectural: Christine Spendiff, RA NAVFAC SE, CI Interior Design: Karen Watters, NCIDQ NAVFAC SE, CI Structural: David Walter, P.E. NAVFAC SE, CI Mechanical: Robert Strickler, P.E. NAVFAC SE, CI Electrical: Ryan Allala, PE NAVFAC SE, CI Fire Protection: Jonathan Kilpatrick, P.E. NAVFAC SE, CI Civil: Joseph Williams, P.E. NAVFAC SE, CI Landscape Arch: Judd Lee, RLA, NAVFAC SE, CI Cost: Anthony Wilson, P.E. NAVFAC SE, CI
Design Manager (DM):
Christine Spendiff, RA Date: March 4, 2020
ACCEPTED BY:
For Commander, NAVFAC Southeast: ___________________________________
Timothy Frazier, P.E.
Design Production Director, CI4A Date: March 4, 2020 laura.lake Typewritten Text
NA
laura.lake Typewritten Text Laura Lake, R.A. DPM CIBL laura.lake Pencil
POWERTRAIN ADMINISTRATIVE ANNEX WON:_1603246
NAS CORPUS CHRISTI IFB 03 MAR 2020 CORPUS CHRISTI TEXAS
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00.00 25 SUMMARY OF WORK
01 14 00.00 25 WORK RESTRICTIONS
01 20 00.00 25 PRICE AND PAYMENT PROCEDURES
01 30 00.00 25 ADMINISTRATIVE REQUIREMENTS
01 30 01.00 22 PROCUREMENT AND INSTALLATION OF FF&E/AV
01 31 23.13 25 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT
MANAGEMENT SYSTEM
01 32 17.00 25 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)
01 33 00 SUBMITTAL PROCEDURES
01 33 29.00 25 SUSTAINABILITY REPORTING
01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.00 25 QUALITY CONTROL
01 45 35.00 25 SPECIAL INSPECTIONS
01 50 00.00 25 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS
01 58 00.00 25 PROJECT IDENTIFICATION
01 74 19.00 25 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
01 78 00.00 25 CLOSEOUT SUBMITTALS
01 78 23.00 25 OPERATION AND MAINTENANCE DATA
01 78 24.00 25 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT
INFORMATION (eOMSI)
01 91 00.15 25 TOTAL BUILDING COMMISSIONING
DIVISION 03 - CONCRETE
03 30 00 CAST-IN-PLACE CONCRETE
03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE
CONSTRUCTION
DIVISION 04 - MASONRY
04 20 00 UNIT MASONRY
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL
05 21 00 STEEL JOIST FRAMING
05 30 00 STEEL DECKS
05 40 00 COLD-FORMED METAL FRAMING
05 50 13 MISCELLANEOUS METAL FABRICATIONS
05 51 00 METAL STAIRS
05 51 33 METAL LADDERS
05 52 00 METAL RAILINGS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
06 61 16 SOLID SURFACING FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 05 23 PRESSURE TESTING AND AIR BARRIER SYSTEM FOR AIR TIGHTNESS
07 14 00 FLUID-APPLIED WATERPROOFING
PROJECT TABLE OF CONTENTS Page 1
07 21 13 BOARD AND BLOCK INSULATION
07 21 16 MINERAL FIBER BLANKET INSULATION
07 22 00 ROOF AND DECK INSULATION
07 27 10.00 10 BUILDING AIR BARRIER SYSTEM
07 27 19.01 SELF-ADHERING AIR BARRIERS
07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS
07 41 13 METAL ROOF PANELS
07 42 63 FABRICATED WALL PANEL ASSEMBLIES
07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING
07 60 00 FLASHING AND SHEET METAL
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 11 16 ALUMINUM DOORS AND FRAMES
08 14 00 WOOD DOORS
08 31 00 ACCESS DOORS AND PANELS
08 33 23 OVERHEAD COILING DOORS
08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
08 91 00 METAL WALL AND DOOR LOUVERS
DIVISION 09 - FINISHES
09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD
09 29 00 GYPSUM BOARD
09 30 10 CERAMIC, QUARRY, AND GLASS TILING
09 51 00 ACOUSTICAL CEILINGS
09 62 38 STATIC-CONTROL FLOORING
09 65 00 RESILIENT FLOORING
09 66 23 RESINOUS MATRIX TERRAZZO FLOORING
09 68 00 CARPETING
09 69 19 STRINGERLESS ACCESS FLOORING
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 14 00.10 EXTERIOR SIGNAGE
10 14 00.20 INTERIOR SIGNAGE
10 21 13 TOILET COMPARTMENTS
10 22 39 FOLDING PANEL PARTITIONS
10 26 00 WALL AND DOOR PROTECTION
10 28 13 TOILET ACCESSORIES
10 44 16 FIRE EXTINGUISHERS
10 51 15.00 25 SOLID PLASTIC LOCKERS
DIVISION 12 - FURNISHINGS
12 24 13 ROLLER WINDOW SHADES
12 93 00 SITE FURNISHINGS
DIVISION 14 - CONVEYING EQUIPMENT
14 24 23 HYDRAULIC PASSENGER ELEVATORS
PROJECT TABLE OF CONTENTS Page 2
DIVISION 21 - FIRE SUPPRESSION
21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 01 30.41 HVAC SYSTEM CLEANING
23 05 15 COMMON PIPING FOR HVAC
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC
23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC
23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING
CONTROL SYSTEMS
23 11 25 FACILITY GAS PIPING
23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS
23 52 43.00 20 LOW PRESSURE WATER HEATING BOILERS (UNDER 800,000 BTU/HR
OUTPUT)
23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE
23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS
23 65 00 COOLING TOWERS AND REMOTE EVAPORATIVELY-COOLED CONDENSERS
23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS
23 82 00.00 20 TERMINAL HEATING UNITS
23 84 19.00 DESICCANT COOLING SYSTEMS
DIVISION 25 - INTEGRATED AUTOMATION
25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS
DIVISION 26 - ELECTRICAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
26 05 75.00 25 POWER SYSTEM STUDY FOR NEW CONSTRUCTION PROJECTS
26 08 00 APPARATUS INSPECTION AND TESTING
26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 24 13 SWITCHBOARDS
26 27 14.00 20 ELECTRICITY METERING
26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS
26 32 13.00 20 SINGLE OPERATION GENERATOR SETS
26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY (UPS)
26 36 23.00 20 AUTOMATIC TRANSFER SWITCHES
26 41 00 LIGHTNING PROTECTION SYSTEM
26 51 00 INTERIOR LIGHTING
26 56 00 EXTERIOR LIGHTING
DIVISION 27 - COMMUNICATIONS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
27 41 00 AUDIO VISUAL SYSTEM
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
PROJECT TABLE OF CONTENTS Page 3
28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM
DIVISION 31 - EARTHWORK
31 11 00 CLEARING AND GRUBBING
31 23 00.00 20 EXCAVATION AND FILL
31 31 16.13 CHEMICAL TERMITE CONTROL
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID
PAVEMENTS
32 05 33 LANDSCAPE ESTABLISHMENT
32 11 23 AGGREGATE BASE COURSES
32 12 13 BITUMINOUS TACK AND PRIME COATS
32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS
32 12 36.13 ASPHALTIC SEAL AND FOG COATS
32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE
FACILITIES
32 16 15 CONCRETE BLOCK PAVEMENTS
32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS
32 17 23 PAVEMENT MARKINGS
32 84 24 IRRIGATION SPRINKLER SYSTEMS
32 92 19 SEEDING
32 92 23 SODDING
32 93 00 EXTERIOR PLANTS
DIVISION 33 - UTILITIES
33 11 00 WATER UTILITY DISTRIBUTION PIPING
33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING
33 30 00 SANITARY SEWERAGE
33 40 00 STORM DRAINAGE UTILITIES
33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION
33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION
33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 4
SECTION 01 11 00.00 25
SUMMARY OF WORK
01/17
NAVFAC SE VERSION
PART 1 GENERAL
1.1 WORK COVERED BY CONTRACT DOCUMENTS
1.1.1 Project Description
The project work includes the construction of two separate buildings: The Aircraft Component Repair Shop (refered to as the ACRS) and the CCAD Administrative Annex (refered to as the ANNEX). The plans and specs for the project to be awarded are generally in two separate packages; each building has a unique set of plans and the associated technical specifications.
The ACRS is a 124,670 SF single story highbay facility with mechanical mezzanine. The ANNEX is an 84,880 SF two story administrative building.
Both buildings include utility infrastructure, paving, fencing and other site work as shown on the project plans and specifications. The details of each project are outlined respectively in separate documents.
CLIN 001 Base Bid- ANNEX Drawings and Specification
This work includes the construction of the 84,880 SF Administrative Annex (ANNEX) to include utility infrastructure, paving, fencing and other site work as shown on the plans and specifications. The work includes site clearing and grubbing, building pad preparation, and utility connections.
CLIN 002- ACRS Drawings and Specifications
This work includes the construction of the 124,670 SF Aircraft Component Repair Shop (ACRS) to include utility infrastructure, paving, fencing and other site work as shown on the plans and specifications. The work includes site clearing and grubbing, building pad preparation, and utility connections.
CLIN 003 Option 1: ANNEX- Add North Parking Lot, landscaping and site lighting. Refer to DOCUMENT 00 22 13.00 20 for full description.
CLIN 004 Option 2: ANNEX- Add South Parking Lot, landscaping and site lighting. Refer to DOCUMENT 00 22 13.00 20 for full description.
CLIN 005 Option 3: ACRS- Add 22 Bridge cranes. Refer to DOCUMENT 00 22
13.00 20 for full description.
CLIN 006- Option 4: ACRS - Add Comm Distribution at process floor area. Refer to DOCUMENT 00 22 13.00 20 for full description.
CLIN 007- Option 5: ANNEX FF&E - Purchase and Install Furniture Fixtures and Equipment (FF&E) for the ANNEX in accordance with the ANNEX FF&E package Requirements.
CLIN 008-Option 6: ANNEX Audio Visual Package- Purchase and Install Audio Visual Equipment (AV) for the ANNEX in accordance with AV package Requirements.
SECTION 01 11 00.00 25 Page 1
CLIN 009-Option 7: ACRS FF&E - Purchase and Install Furniture Fixtures and Equipment (FF&E) for the ACRS in accordance with FF&E package Requirements.
1.1.2 Location
The work is located at Corpus Christi Army Depot at NAS Corpus Christi, Texas, approximately as indicated. The exact location will be shown by the Contracting Officer.
1.2 OCCUPANCY OF PREMISES
The ACRS is an addition to an existing facility - Building 1700.Building 1700 will be occupied during performance of work under this Contract. Refer to the ACRS package for details.
Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, and use of approaches, corridors, and stairways.
1.3 EXISTING WORK
In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:
a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.
b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.
1.4 LOCATION OF UNDERGROUND UTILITIES
Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.
Contact local utility locating service a minimum of 30 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 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.
1.4.1 Notification Prior to Excavation
Notify the Contracting Officer at least 45 days prior to starting excavation work.
SECTION 01 11 00.00 25 Page 2
1.5 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT
Pursuant to Contract Clause FAR 52.245-1 Government Property, the Government will furnish the following materials and equipment for installation by the Contractor:
DESIGNATION NO. DESCRIPTION QUANTITY
01 door hardware and access control hardware (cylinder cores)
See door schedule and hardware schedule
Quantities indicated for the above-listed items marked with an asterisk are estimates. It is the intention of the Government to furnish all quantities of the asterisk items required to complete the work as specified, and the various quantities will be adjusted when necessary. Quantities stated for the above items not marked with an asterisk are all that will be furnished by the Government. Provide any additional quantities that are required.
1.5.1 Delivery Schedule
Notify the Contracting Officer in writing at least 120 calendar days in advance of the date on which the materials and equipment are required.
1.6 CCAD IT COORDINATION REQUIREMENTS
1.6.1 CCAD IT Contractor Access
Allow the CCAD IT Contractor access to the facilities 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 to make final connections. Coordinate efforts with CCAD IT 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 CCAD IT Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.
1.7 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 2 miles of the construction site.
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 00.00 25 Page 3
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
3.1 STAFFING REQUIREMENTS
3.1.1 For the two (2), separate jobsites (ACRS and ANNEX) that constitute this single project, each site shall have, at minimum: one (1 ) Superintendent; one (1) Site Safety & Health Officer (SSHO); and, one (1) Quality Control Manager (QCM).
3.1.2 The requirement for Alternate Supervisor position may be filled by one (1) individual serving both job-sites. This is a total of three (3) Superintendents (who may NOT serve as either SSHO, QCM or ALTERNATES to either).
3.1.3 Alternate SSHO and QCM positions may be filled by one (1) individual serving both sites for a total of five (5) SSHO/QCM personnel, providing the proposed alternates meets the qualifications required for both roles.
3.1.4 In all situations, one (1) Superintendent, one (1) QCM, and one (1) SSHO shall be present during the execution of all construction activities at each site. Therefore, six (6) key personnel shall be 100% dedicated and present at all times (two (2) Superintendents, two (2) SSHOs, and two (2) QCMs) during active construction activities. Absolutely no time gaps are authorized. The government shall receive seven (7) days advance notification for each occasion that an alternate is needed to assume the role of the primary. Notification to the KO shall include the duration of time the primary will be absent. There are durations expected where there will be construction activity at only one site, both at the beginning and at the end. During these times, the minimum staffing requirements apply only to the single active construction site.
3.1.5 Refer to specification sections 01 30 00.00 25 Administrative Requirements, 01 35 26.00 25 Governmental Safety Requirements, and 10 45
00.00 25 Quality Control for qualification requirements and other pertinent information.
-- End of Section --
SECTION 01 11 00.00 25 Page 4
SECTION 01 14 00.00 25
WORK RESTRICTIONS
11/11
PART 1 GENERAL
1.1 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
List of Contact Key Personnel; G
1.2 SPECIAL SCHEDULING REQUIREMENTS
a. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the adjacent installation activities.
b. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.
c. 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.
d. The Contractor shall provide full and unrestricted access to the Government's designated agent(s) in the area shown on sheet C002 (issued herein) for the purpose of topographic and utility survey data collection. Access for the Government's designated agent(s) will also be provided for the purpose of geotechnical field exploration in the same general area. This access shall be provided after completion of the building foundations and installation of site utility infrastructure with direction by the Contracting Officer. The contractor will be required to provide this access within 21 days of notification by the Contracting Officer.
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 most be outside of peak traffic hours (6:30 to 8:00am and 3:30 to 5:00 pm) 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.
SECTION 01 14 00.00 25 Page 1
1.3.1.1 Subcontractors and Personnel Contacts
Provide a list of contact key 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 Identification Badges and Installation Access
Obtain access to the installation by participating in the Defense Biometric Identification System (DBIDS), or by obtaining passes from the Base Pass and Identification Office. 30-day passes and DBIDS passes are both issued without charge.
a. DBIDS: DBIDS is a program in which Contractor personnel who enroll and are approved, are subsequently granted access to the installation for a period up to one year, or the length of the contract, whichever is less. The Government performs background screening and credentialing.
Throughout the year the Contractor employee must continue to meet background screening standards. Under the DBIDS program, no commercial vehicle inspection is required, although vehicles may be subject to random inspection. There is no cost to obtain DBIDS credentials.
b. Base Passes: Participation in the DBIDS is not mandatory. However, if the Contractor chooses to not participate, the Contractor's personnel will have to obtain a 30-day pass, be subject to daily mandatory vehicle inspection, and may have limited access to the installation.
There is a four day lead time required to obtain a 30-day pass. Only three (3) 30-day passes may be granted in any 12-month period for any one individual. After the three (3) 30-day passes have expired, the individual will not be granted base access unless they participate in the DBIDS program.
c. ALL occupants of a vehicle must have either a base pass or a DBIDS pass. The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.
d. Time-Sensitive Material Deliveries: Where the driver does not have an DBIDS pass, time-sensitive material deliveries such as asphalt or concrete require pre-arrangement by NAS Security personnel to ensure expedited access at the entrance gate. Seven (7) calendar days' notice is required for time-sensitive material deliveries.
e. Large-Volume Material Deliveries: Where the volume of material is so large that it requires a dedicated access lane, seven (7) calendar days' notice is required. Example of large-volume deliveries would be concrete, asphalt, or fill material where thirty or more truck a day are expected.
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.
SECTION 01 14 00.00 25 Page 2
1.3.2 Working Hours
Regular working hours must consist of an 9 hour period , between 7:30 a.m.
and 4:30 p.m. Monday through Friday, excluding Government holidays.
1.3.3 Work Outside Regular Hours
Work outside regular working hours requires Contracting Officer approval.
Make application 15calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.
1.3.4 Exclusionary Period
No work must be performed during the period 24-28 December 2020 or 31 December 2020 through 03 January 2021 and 24-28 December 2021 or 31 December 2021 through 03 January 2022, inclusive, without prior written approval of the Contracting Officer. This period has not been considered in computing the time allowed for the performance of this contract.
1.3.5 Occupied and Existing Buildings
Not Used for Annex only.
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 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, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. This time limit includes time for deactivation and reactivation.
d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.
e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain. Obtain Installation's Sanitary Sewer Connection Permit 2 weeks prior to connection and in accordance with Section 33 30 00 SANITARY SEWERAGE.
SECTION 01 14 00.00 25 Page 3
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 14 00.00 25 Page 4
SECTION 01 20 00.00 25
PRICE AND PAYMENT PROCEDURES
01/17
NAVFAC SE VERSION
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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29.00 25 SUSTAINABILITY REPORTING. 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). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an 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. Costs shall be summarized and totals provided for each construction category.
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. Identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.
SECTION 01 20 00.00 25 Page 1
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 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.
1.3.4 Schedule Requirements for HVAC TAB
The field work Section 23 05 93.00 25 TESTING, ADJUSTING, AND BALANCING FOR HVAC shall be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:
a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.
b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.
c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).
d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government.
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The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.
e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.
f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.
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. Updated Project Schedule and reports required by the contract.
b. Contractor Safety Self Evaluation Checklist.
c. Other supporting documents as requested.
d. Updated copy of submittal register.
e. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.
f. Contractor's Subcontractor and supplier payment certification.
g. Materials on Site.
1.5.2 Submission of Invoices
If DFARS Clause 5252.232-7006 is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in the Invoicing, Receipt, Acceptance, and Property Transfer (iRAPT) application in the Wide Area Workflow (WAWF) eBusiness Suite for each invoice submitted. The maximum size of each iRAPT attachment is two megabytes, but there are no limits on the number of attachments.
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Attachment File Names cannot contain spaces or special characters, except underscore "_". If a document cannot be attached in iRAPT 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 iRAPT, 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 iRAPT.
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;
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."
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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, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings,precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.
c. Materials to be considered for progress payment prior to installation 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 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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SECTION 01 30 00.00 25
ADMINISTRATIVE REQUIREMENTS
01/17
NAVFAC SE VERSION
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" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29.00 25 SUSTAINABILITY REPORTING. 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
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 views from points located 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. Cross reference submittals in the appropriate daily report. 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.
a. Prior to commencement of work hereunder, furnish to the Contracting
Officer a certificate or written statement of the above required insurance. The policies evidencing required insurance must contain an endorsement to the effect that cancellation or any material change in the policies adversely affecting the interests of the Government in such insurance will not be effective until 30 days after written notice thereof to the Contracting Officer.
1.6 SUPERVISION
1.6.1 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.
1.6.2 Superintendent Qualifications
The project superintendent must have 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. Refer to specification 01 11 00.00 25 for a summary of staffing requirements.
1.6.2.1 Duties
The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.
The superintendent is required to attend NAVFAC 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.
1.6.3 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 insure 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.
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1.7 PRECONSTRUCTION MEETING
After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.
1.8 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC Red Zone - NRZ)
Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre-Construction Conference meeting with a discussion of the NAVFAC Red Zone (NRZ) process and convene at regularly scheduled NRZ Meetings. Include the following in the facility Turnover effort:
1.8.1 NRZ Checklist
a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the NRZ Checklist template prior to 75 percent completion.
b. Prior to 75 percent completion add/delete critical activities to the NRZ Checklist template as necessary to match the project scope, and schedule critical activities and insert planned completion dates in the NRZ checklist for each critical activity. Present the NRZ Checklist to COTR and review during a regularly scheduled QC Meeting.
1.8.2 Meetings
a. Upon Government acceptance of the NRZ Checklist, the Project Superintendent is required to lead regular NRZ 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 determine the frequency of the meetings, which is expected to increase as the project completion draws nearer.
c. Using the NRZ 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. Coordinate with the COTR any upcoming activities that require Government involvement.
e. Maintain the NRZ Checklist by documenting the actual completion dates as work is completed and update the NRZ Checklist with revised planned completion dates as necessary to match progress. Distribute copies of the current NRZ Checklist to attendees at each NRZ Meeting.
1.9 PARTNERING
To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key
SECTION 01 30 00.00 25 Page 3 personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.
The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.
1.9.1 Formal Partnering
Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort including the Facilitator, the meeting room, and other incidental items. In exception, each participant bears their own costs for meals, lodging, and transportation associated with the Partnering sessions.
Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards), and have these items available at the Partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting Partnering Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.
a. Schedule the Initial Partnering Session for a duration of one day minimum. Locate this session at a place off the construction site, as agreed to by the Contracting Officer and the Contractor. It may take place concurrently with the Pre-Construction Meeting.
b. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.
Schedule them at no more than four to five month intervals.
Participants are encouraged to utilize electronic means to expedite meetings. Meetings may be held at a location off-Base, at the project site, or in a Government Facility on Base. Follow-on meetings may be held concurrently with other scheduled meetings. Attendees need only be those required to resolve current issues. Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.
1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS
Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.
Multiple email addresses are not allowed.
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It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.
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PROCUREMENT AND INSTALLATION OF FF&E/AV
PART 1 GENERAL
1.1 SUMMARY OF WORK
The following requirements are for Procurement and Installation of Furniture, Fixtures and Equipment (FF&E) including Audio-Visual Equipment
(AV).
It is the Government's intention to issue a Post Award Modification to Contract to procure all Furnishings, Fixtures and Audio-Visual Equipment (FF&E/AV) per the Final FF&E and A/V Plans and Specifications. FF&E and Audio-Visual Equipment fall under the same collateral equipment classification.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .