PTFL_122091-129091_-_ADAL_Veh_MX_-_Specifications_-2Feb18.pdf
PDF 3 MB Posted
- Attached to
- Add/Alter Vehicle Maintenance Facility Federal contract opportunity
- Solicitation number
- W912KN18R5001
About this file
Specifications
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| ALTER_VEHICLE_MX_-_Sign_in_sheet__23_Jul_18.pdf | ||
| Hose-Reel_Cut-Sheets.pdf | ||
| PTFL_129091-122091_-_Add-Alter_Veh_MX__-_RFI_Responses_7Aug18.pdf | ||
| PTFL_129091-122091_-_ADAL_3325_for_Veh_Mx_-_RFI_Memo_7Aug18.pdf | ||
| W912KN18R5001_Amend_1_&_2.pdf | ||
| RFI_Responses_Contracting.docx | DOCX document | |
| Attach_6_-_09_98_00_Masonry_Stain.pdf | ||
| General_Decision_Number.docx | DOCX document | |
| PTFL_122091-129091_-_ADAL_Veh_MX_-_Drawings_-_2Feb18.pdf | ||
| 18-R-5001_EXHIBIT_C.doc | DOC document | |
| Attachment_3.docx | DOCX document | |
| W912KN-18-R-5001.pdf | ||
| 18-R-5001_EXHIBIT_A.doc | DOC document | |
| 18-R-5001_EXHIBIT_B.doc | DOC document |
Show all 14
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SPECIFICATIONS
02 February 2018
NEW JERSEY AIR NATIONAL GUARD
JOINT BASE MCGUIRE DIX LAKEHURST, NEW JERSEY
ADD/ALTER VEHICLE MAINTENANCE FACILITY
Project No. PTFL 122091/129091 A-E Contract No. W90FYQ-09-D-0006/ZK01/ZK02
New Jersey Air National Guard Add/Alter Vehicle Maintenance Facility MDL Joint Base Project No. PTFL 122091/129091 ZK01/ZK02
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
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 00 PROJECT MANAGEMENT AND COORDINATION
01 32 01.00 10 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 33 29 LEED(TM) DOCUMENTATION
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.00 10 QUALITY CONTROL
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19.11 INDOOR AIR QUALITY (IAQ) MANAGEMENT
01 57 20.00 10 ENVIRONMENTAL PROTECTION
01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL
01 58 00 PROJECT IDENTIFICATION
01 60 00 PRODUCT REQUIREMENTS
01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS
01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
01 75 00 STARTING AND ADJUSTING
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
01 91 00.00 40 COMMISSIONING
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION
02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES
DIVISION 03 - CONCRETE
03 20 01.00 10 CONCRETE REINFORCEMENT
03 30 00 CAST-IN-PLACE CONCRETE
DIVISION 04 - MASONRY
04 20 00 MASONRY
DIVISION 05 - METALS
05 05 23 WELDING, STRUCTURAL
05 12 00 STRUCTURAL STEEL
05 40 00 COLD-FORMED METAL FRAMING
05 42 50 PRE-ENGINEERED COLD-FORMED STEEL TRUSSES
05 50 13 MISCELLANEOUS METAL FABRICATIONS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
06 20 00 FINISH CARPENTRY
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 19 00 WATER REPELLENTS
07 21 13 BOARD AND BLOCK INSULATION
PROJECT TABLE OF CONTENTS Page 1 February 02,2018
07 21 16 MINERAL FIBER BLANKET INSULATION
07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS
07 31 13 ASPHALT SHINGLES
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 36 13 SECTIONAL OVERHEAD DOORS
08 51 13 ALUMINUM WINDOWS
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
08 91 00 METAL WALL LOUVERS
DIVISION 09 - FINISHES
09 22 00 SUPPORTS FOR GYPSUM BOARD
09 29 00 GYPSUM BOARD
09 30 00 PORCELAIN TILE
09 51 00 ACOUSTICAL CEILINGS
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 10 00 VISUAL COMMUNICATIONS SPECIALTIES
10 14 01 EXTERIOR SIGNAGE
10 14 02 INTERIOR SIGNAGE
10 21 13 TOILET COMPARTMENTS
10 22 13 WIRE MESH PARTITIONS
10 28 13 TOILET ACCESSORIES
10 51 13 METAL LOCKERS
DIVISION 12 - FURNISHINGS
12 21 00 WINDOW BLINDS
DIVISION 13 - SPECIAL CONSTRUCTION
13 34 19 METAL BUILDING SYSTEMS
DIVISION 21 - FIRE SUPPRESSION
21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
21 13 17.00 10 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND
EQUIPMENT
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS
PROJECT TABLE OF CONTENTS Page 2
23 09 23 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER
BUILDING CONTROL SYSTEMS
23 11 25 FACILITY GAS PIPING
23 35 00.00 10 OVERHEAD VEHICLE TAILPIPE EXHAUST REMOVAL SYSTEM(S)
23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS
23 82 46.00 40 ELECTRIC UNIT HEATERS
DIVISION 26 - ELECTRICAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT
26 08 00 APPARATUS INSPECTION AND TESTING
26 08 00.00 10 COMMISSIONING OF ELECTRICAL
26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 41 00 LIGHTNING PROTECTION SYSTEM
26 51 00 INTERIOR LIGHTING
26 56 00 EXTERIOR LIGHTING
26 60 13.00 40 LOW-VOLTAGE MOTORS
DIVISION 27 - COMMUNICATIONS
27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM
27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS ROOMS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM
DIVISION 31 - EARTHWORK
31 00 00 EARTHWORK
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID
PAVEMENTS
32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT
32 12 10 BITUMINOUS TACK AND PRIME COATS
32 12 16 HOT-MIX ASPHALT (HMA)
32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE
FACILITIES
32 31 13 CHAIN LINK FENCES AND GATES
32 92 19 SEEDING
DIVISION 33 - UTILITIES
33 11 00 WATER DISTRIBUTION
33 30 00 SANITARY SEWERS
33 51 15 NATURAL-GAS/ GAS DISTRIBUTION
33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 3
This Page Intentionally Left Blank
SECTION 00 22 13
SUPPLEMENTARY INSTRUCTIONS TO BIDDERS
09/14
PART 1 GENERAL
1.1 CLARIFICATION OF SCOPE
This overall project is funded by two separate funding mechanisms. The Renovation/Alteration portion is funded with Sustainments Restoration and Maintenance (SRM) funds, while the Addition portion is funded through Military Construction (MILCON) funding. The bid process will reflect this funding issue. The project will be awarded based on the combined total cost of both the SRM Project Base Bid and the Milcon Base Bid.
1.2 CONTRACT LINE ITEMS
The bid item shall be lump sum price for the following items:
CLIN Item 0001: Price includes the following Renovation/Alteration:
Price for the entire work of selective demolition, renovation and alterations to the existing Vehicle Maintenance Building as indicated in the Drawings.
CLIN Item 0002: Price includes the following Addition:
Price for the entire work of demolition and new construction for the addition to the Vehicle Maintenance Facility.
CLIN Item 0003 Option No. 1: Price includes a complete lightning protection system for the total building.
CLIN Item 0004 Option No. 2: Price includes reroofing and additional framing of the existing roof with metal roof panels matching the addition.
CLIN Item 0005 Option No. 3: Price includes (12) 3 foot by 3 foot windows in the new refueling bay.
CLIN Item 0006 Option No. 4: Price includes the LEED documentation effort for the contractors LEED efforts.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
-- End of Section --
Final Submittal DOCUMENT 00 22 13 Page 1
DOCUMENT 00 41 00
BID SCHEDULE
01/07
PART 1 GENERAL
1.1 BASIS OF BIDS
1.1.1 Options
This contract will be solicited with Options. A description of the options is contained in a Notice of Proposed Task Order Proposal.
CLIN Item 0001
(i) CLIN Item 0001: Base Amount Renovation/Alteration Basis of Bid for CLIN 0001 includes price for the entire work of selective demolition, renovation and alterations to the existing Vehicle Maintenance Building as indicated in the Drawings. It does not include items under Base Bid Addition CLIN 002, or any option items.
Total Amount for Item 0001 $[_____]
CLIN Item 0002
(ii) CLIN Item 0002: Base Amount Addition Basis of Bid for CLIN 0002 includes price for the entire work of the demolition and new construction for the addition to the Vehicle Maintenance Facility as indicated in the Drawings. It does not include items under Base Bid Renovation/Alterations, or any option items.
Total Amount for Item 0002 $[_____]
CLIN Item 0003
(iii) CLIN Item 0003: Base Amount Lightning Protection Basis of Bid for CLIN Item 0003 includes price for the entire work of the lightning protection system for both the Renovation/Alternation and New Addition portions of the Projects.
Total Amount for Item 0003
NOTE: For items iii, the above option may be exercised at the time of award or within 90 calendar days after award by the Contracting Officer. A firm fixed price is required for the options. No provision is made for economic price adjustment.
CLIN Item 0004
(iv) CLIN Item 0004 Option No. 2: Price includes reroofing and additional framing of the existing roof with metal roof panels matching the addition.
Total Amount for Item 0004 $[_____]
CLIN Item 0005
Final Submittal DOCUMENT 00 41 00 Page 1
(v) CLIN Item 0005 Option No. 3: Price includes (12) 3 foot by 3 foot windows in the new refueling bay.
Total Amount for Item 0005 $[_____]
CLIN Item 0006
(vi) CLIN Item 0006 Option No. 4: Price includes the LEED documentation effort for the contractors LEED efforts.
Total Amount for Item 0006 $[_____]
If one of more options are executed, the Contract completion date remains the same as the date for the Base Contracts.
The low bidder for Purposes of Award will be determined as in clause "FAR 52.217-4, Evaluations of Options Exercised at the Time of Contract Award".
NOTE: If the options under CLIN Items 0003 and 0004 are exercised either individually or together, the will require additional bonding and consent of surety. Consequently, the Performance Bond shall reflect 100 percent of the aggregate amount of Items 0001, 0002, 0003, and 0004. Payment Bonds shall reflect 100 percent of the aggregate amount of Items 0001, 0002, 0003, 0004, 0005, and 0006. Obtain the Consent of Surety Form from the Contracting Officer.
PART 2 TITLE
2.1 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
Final Submittal DOCUMENT 00 41 00 Page 2
SECTION 01 11 00
SUMMARY OF WORK
08/11
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.
ASTM INTERNATIONAL (ASTM)
ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings
U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)
Energy Star (1992; R 2006) Energy Star Energy Efficiency Labeling System (FEMP)
U.S. GREEN BUILDING COUNCIL (USGBC)
LEED NC (2009) Leadership in Energy and Environmental Design(tm) New Construction Rating System
1.2 DEFINITIONS
Definitions pertaining to sustainable development are as defined in ASTM E2114, Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION, and as specified.
a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.
b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.
c. "Operational performance" is the functional behavior of the building as a whole or of the building components.
d. "Sustainability" is the balance of environmental, economic, and societal considerations.
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office
Final Submittal SECTION 01 11 00 Page 1 that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Upon receipt of Government Furnished Equipment, the Contractor shall submit records in accordance with paragraph entitled, "Government Furnished Property," of this section.
Submit the following items to the Contracting Officer:
Utility Outage Requests Utility Connection Requests Excavation Permits Welding Permits Burning Permits
SD-07 Certificates
Energy Performance Rating
1.4 WORK COVERED BY CONTRACT DOCUMENTS
1.4.1 Project Description
The two projects are PTFL122091 Addition to Vehicle Maintenance Facility and PTFL129091 Alteration to Vehicle Maintenance Facility. The two Projects are being bid together, to a single contractor. Proposals are required to identify costs for each project independently. The scope of the Alteration projects includes all renovations to the existing structure including the reroofing of that part of the building. The Addition portion of the building includes construction of all new spaces.
The Addition Project work includes demolition of Storage Building 33-26, and renovation and expansion of the existing Vehicle Maintenance Facility Building 33-25, along with site preparation, grading and paving; utility connections, and other incidental related work. The demolition of Building 33-26 includes the complete removal of structure of the roof, walls, stairs, floors, foundations and utilities. The site is to be left ready for construction. It is anticipated that there are Asbestos Containing Materials within the existing Building 3326.
The renovated and expanded Building 33-25 consists of a one (1) story office and shop structure. Renovations to Building 33-25 include removal of the existing asphalt shingle roof structure and renovation of existing utilities and systems within the building as well as expanded facilities and systems to support the office area, shops and new refueler bay facilities. All existing overhead and man doors will be repainted.
Site work includes grading and preparing the site; limited paving;
relocation of underground utilities, and connection to existing utilities, including but not limited to, water, electric, sewer, and communications.
No requirements exist for this building for blast resistant design under either project.
The contractor will have full use of the site during construction and will not need to phase the construction effort.
Final Submittal SECTION 01 11 00 Page 2
Contractor shall protect existing utilities or provide such temporary utility services, including but not limited to water, sewer, electric, and communications, as required during construction. The Contractor shall coordinate all utility hookup and pay all connection fees.
The renovated and expanded Vehicle Maintenance Facility Building will be certified LEED silver. To support this, recycled and environmentally friendly materials and methods shall be maximized in the construction of this facility.
1.4.2 Location
The work shall be located at the Joint Base McGuire Dix Lakehurst, NJ, approximately as indicated. The exact location will be shown by the Contracting Officer.
1.5 CONTRACT DRAWINGS
The following drawings accompany this specification and are a part thereof.
GENERAL
G-001 COVER SHEET
LIFE SAFETY
GI001 LIFE SAFETY CODE ANALYSIS
GI101 LIFE SAFETY PLAN
CIVIL
B-001 BORING LOGS
C-001 CIVIL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS
CD100 CIVIL SITE DEMOLITION PLAN
CD101 CIVIL PAVEMENT DEMOLITION PLAN
C-100 SITE PLAN
C-101 PARKING LOT MILLING PLAN - OPTION ITEM 3
C-102 UTILITY PLAN
C-103 SITE PLAN - OPTION ITEM 2 AND FUTURE BUILDING
C-104 GRADING PLAN
C-500 PAVEMENT DETAILS
C-501 MISCELLANEOUS DETAILS
C-502 UTILITY DETAILS
C-503 FENCE DETAILS
C-504 MISCELLANEOUS DETAILS
C-505 STORM SEWER AND EROSION CONTROL DETAILS
STRUCTURAL
S-001 STRUCTURAL GENERAL NOTES
S-002 STRUCTURAL GENERAL NOTES
S-003 STRUCTURAL GENERAL NOTES
S-101 STRUCTURAL FOUNDATION & SLAB PLAN
S-102 STRUCTURAL ROOF FRAMING PLAN
S-103 STRUCTURAL CMU PLAN
S-301 STRUCTURAL FOUNDATION SECTIONS AND DETAILS
S-302 STRUCTURAL FOUNDATION SECTIONS AND DETAILS
S-501 TYPICAL FOUNDATION DETAILS
S-502 TYPICAL CMU DETAILS
S-503 FOUNDATION DETAILS
S-504 TYPICAL STRUCTURAL DETAILS
S-511 TRUSS DETAILS
S-512 STRUCTURAL FRAMING DETAILS
Final Submittal SECTION 01 11 00 Page 3
ARCHITECTURAL
A-001 ARCHITECTURAL GENERAL NOTES
A-002 ARCHITECTURAL ABBREVIATIONS & SYMBOLS
AD101 3325 DEMOLITION FLOOR PLAN
AD111 3326 DEMOLITOIN FLOOR PLAN & ELEVATIONS
AD201 3325 BUILDING ELEVATIONS- DEMOLITION
A-101 ARCHITECTURAL FLOOR PLAN
A-102 ROOF PLAN
A-111 REFLECTED CEILING PLAN
A-201 BUILDING ELEVATIONS
A-202 BUILDING ELEVATIONS
A-301 BUILDING SECTIONS
A-321 WALL SECTIONS
A-322 WALL SECTIONS
A-401 ENLARGED TOILET PLANS & ELEVATIONS
A-501 PARTITION TYPES
A-502 PARTITION TYPES
A-511 DETAILS
A-512 DETAILS
A-561 CASEWORK DETAILS
A-601 DOOR SCHEDULES & TYPES
A-602 DOOR DETAILS
A-603 DOOR DETAILS
A-604 WINDOW SCHEDULE & TYPES
A-605 WINDOW DETAILS
A-606 DOOR DETAILS
INTERIORS
I-111 SIGNAGE PLAN
I-601 ROOM FINISH SCHEDULE
I-611 SIGNAGE DETAILS
FIRE PROTECTION
FA101 FIRE ALARM AND MNS SYSTEM FLOOR PLAN
FA500 FIRE ALARM AND MNS RISER DIAGRAM AND MATRIX
FX101 FIRE SUPPRESSTION FLOOR PLAN
FX500 FIRE SUPPRESSION SYSTEM DIAGRAM AND DETAILS
PLUMBING
P-001 SYMBOLS AND ABBREVIATIONS
PD-101 DEMOLITION FLOOR PLAN
P-100 PLUMBING FOUNDATION PLAN WEST
P-101 PLUMBING FOUNDATION PLAN EAST
P-200 PLUMBING FLOOR PLAN WEST
P-201 PLUMBING FLOOR PLAN EAST
P-501 DETAILS
P-502 DETAILS
P-503 VEHICLE WASH SYSTEM PLUMBING LAYOUT - BID OPTION ITEM #1
P-601 SCHEDULES
P-901 SANITARY, WASTE AND VENT RISER
P-902 DOMESTIC WATER RISER
MECHANICAL
M-001 SYMBOLS AND ABBREVIATIONS
MD-101 DUCTWORK DEMOLITION FLOOR PLAN
MD-102 PIPING DEMOLITION FLOOR PLAN
M-101 DUCTWORK FLOOR PLAN
M-102 PIPING FLOOR PLAN
Final Submittal SECTION 01 11 00 Page 4
M-501 DETAILS
M-502 DETAILS
M-601 SCHEDULES
M-602 SCHEDULES
M-603 SCHEDULES
ELECTRICAL
E-001 SYMBOLS & ABBREVIATIONS
ED101 DEMOLITION FLOOR PLAN
E-010 ELECTRICAL SITE PLAN
E-101 LIGHTING PLAN
E-102 POWER PLAN
E-103 TELECOMMUNICATIONS PLAN
E-104 LIGHTNING PROTECTION AND GROUNDING PLAN
E-105 PHOTOVOLTAIC ROOF PLAN (BID OPTION)
E-401 ENLARGED POWER PLANS
E-501 DETAILS
E-502 DETAILS
E-601 ONE-LINE DIAGRAM
E-602 PANEL SCHEDULES
E-603 PANEL SCHEDULES
E-604 PANEL SCHEDULES
E-701 LIGHTING FIXTURE SCHEDULE
All Drawings, maps, and specifications will be available in electronic format at a web page. The address of the web page will be provided by the Contracting Officer.
Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.
1.6 WORK RESCHEDULING
Contractor shall allow for a maximum of 12 calendar days where construction activity is prohibitive. This number of days may be increased due to unforeseen Base closures related to weather, natural delays, or National Security reasons involving force protection issues or contingency operations. Government will provide 24 hour notification each time the restrictions are invoked.
Normal duty hours for work shall be from 7:00 a.m. to 4:30 p.m., Monday through Friday. Requests for additional work shall require written approval from the Contracting Officer 7 days in advance of the proposed work period.
1.7 PROJECT ENVIRONMENTAL GOALS
Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:
a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.
b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.
Final Submittal SECTION 01 11 00 Page 5
c. Use environmentally preferable products and decrease toxicity level of materials used.
d. Use renewable energy and material resources.
e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.
Consider the durability, maintainability, and flexibility of building systems.
f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.
g. Reduce construction waste through reuse, recycling, and supplier take-back.
1.7.1 Independent Verification
1.7.1.1 US Green Building Council (USGBC) - LEED(tm) Rating System
Provide completed project in compliance with USGBC LEED-NC(tm)v3 (LEED NC), level silver requirements.
1.7.1.2 EPA Energy Performance Rating
Provide work consistent with drawings in order to meet Energy Star in accordance with design.
1.8 OCCUPANCY OF PREMISES
Building will not be occupied during performance of work under this Contract.
1.9 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 shall be in a condition equal to or better than that which existed before new work started.
1.10 LOCATION OF UNDERGROUND UTILITIES
Obtain digging permits prior to start of excavation by contacting the Contracting Officer and filing Form AF103 (Dig Permit) 15 calendar days in advance. Scan in construction site with electromagnetic or sonic equipment, and mark the surface of the ground, or paved surface where existing underground utilitiess are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before
Final Submittal SECTION 01 11 00 Page 6 installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.
1.10.1 Notification Prior to Excavation
Process dig permits not later than 15 days prior to scheduled excavations.
Respective Base shops will mark known utilties.
Notify the Contracting Officer at least 48 hours prior to starting excavation work. Contact appropriate utility shops 48 hours prior to excavating. Contractor is responsible for marking all utilities not marked by shops.
1.11 ON-SITE PERMITS
1.11.1 Utility Outage Requests and Utility Connection Requests
Notify the Contracting Officer at least 72 hours prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.
The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed. But indicated in locations to be transversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.
Work shall be scheduled to hold outages to a minimum.
Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged to minimize disruption of services or at the convenience of the Government and may be required to be scheduled outside the regular working hours or on weekends.
Contracting Officer may permit utility outages at his discretion.
Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.
Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 15 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.
1.11.2 Burning, Excavation, and Welding Permits
ACTIVITY SUBMISSION DATE SUBMISSION FORM
Burning Permits 2 calendar days prior to work
Excavation Permits 5 calendar days prior to work
AF Form 103
Welding Permits 2 calendar days prior to work
*87th ABW Fire Department will fill out and issue required forms.
Permits shall be posted at a conspicuous location in the construction area.
Final Submittal SECTION 01 11 00 Page 7
Burning of trash or rubbish is not permitted at the project site.
1.12 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT
Pursuant to Contract Clause "FAR 52.245-2, Government Property (Fixed Price Contracts)" or "FAR 52-245-4, Government-Furnished Property (Short Form)", the Government will furnish the following materials and equipment for installation by the Contractor:
DESIGNATION NO. DESCRIPTION QUANTITY
F/E Fire Extinguishers
As indicated on Drawings
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. Contractor shall furnish any additional quantities required.
1.12.1 Delivery Schedule
Notify the Contracting Officer in writing at least 14 calendar days in advance of the date on which the materials and equipment are required. Pick up materials and equipment no later than 30 calendar days after such date.
Materials and equipment will be available on or after 30 calendar days after the award of contract.
1.12.2 Delivery Location
The materials and equipment will be provided following receipt of the Contractor written request identified above.
1.13 SALVAGE MATERIAL AND EQUIPMENT
Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.
The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area located within 5 miles of the construction site.
Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.
PART 2 PRODUCTS
Not used.
Final Submittal SECTION 01 11 00 Page 8
PART 3 EXECUTION
Not used.
-- End of Section --
Final Submittal SECTION 01 11 00 Page 9
SECTION 01 14 00
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 information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
List of Contact Personnel; G
Personnel List; G
Vehicle List; G
1.2 SPECIAL SCHEDULING REQUIREMENTS
a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.
b. Permission to interrupt any Activity roads, railroads, and/or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.
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 must 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 Identification Badges and Installation Access
Application for and use of badges will be as directed. Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at
Final Submittal SECTION 01 14 00 Page 1 http://www.uscis.gov/portal/site/uscis by searching or selecting Employment Verification (Form I-9). Immediately report instances of lost or stolen badges to the Contracting Officer.
1.3.1.3 No Smoking Policy
Smoking is prohibited within and outside of all buildings on installations under the cognizance of The New Jersey National Guard except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.
1.3.2 Working Hours
Regular working hours must consist of an 8 1/2 hour period established by the Contractor Officer, Monday through Friday, excluding Government holidays.
1.3.3 Work Outside Regular Hours
Work outside regular working hours requires Contracting Officer approval.
Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.
1.3.4 Exclusionary Period
No work must be performed during the period 4:30 p.m. to 7:00 a.m., 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 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 the paragraph "Work Outside Regular Hours."
b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.
c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and are considered utility cutovers pursuant to the paragraph entitled "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
Final Submittal SECTION 01 14 00 Page 2 work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.
1.3.6 Personnel List
Submit for approval, at least 15 days prior to the desired date of entry, an original alphabetical list of personnel who require entry into Government property to perform work on the project. Furnish for each person:
a. Name
b. Date and place of birth
c. Citizenship
d. Home address
e. Social security number
f. Current pass expiration date
g. Naturalization or Alien Registration number
h. Passport number, place of issue, and expiration date
The request for personnel passes must be accompanied with the following certification:
"I hereby certify that all personnel on this list are either born U.S.
citizens, naturalized U.S. citizens with the naturalization number shown, or legal aliens with the alien registration number indicated."
Signature/Firm Name
1.3.7 Vehicle List
Submit an original list of vehicles to be utilized at the work site with the following information for each vehicle:
a. Make
b. Year
c. Model
d. License number
e. Registered owner
1.3.8 Passes
Submit request for personnel and vehicle passes together. Include the Certificate of Insurance for Contractor and Subcontractor(s) and the Statement of Acknowledgement Form SF 1413 with the submittal. Passes will normally be issued within 21 days.
Final Submittal SECTION 01 14 00 Page 3
1.3.9 Control
Maintain strict accountability over passes. Immediately report to the source of issue, passes missing or lost and the circumstances. If the Contractor has another active contract or one commencing immediately, employees' names may be transferred from one contract to the other. Final payment will not be effected until employees are transferred to another contract or the records are cleared. Furnish a signed letter, countersigned by the source of issue, stating that passes have been turned in.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
-- End of Section --
Final Submittal SECTION 01 14 00 Page 4
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 (2009) 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 information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Schedule of Prices or Earned Value Report; G
1.3 SCHEDULE OF PRICES or 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 30 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices and 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 Construction Categories
The following construction categories apply to work covered by this specification: Follow Construction Specifications Institute Master format 2004 division categories or other work breakdown structure approved by the Contracting Officer.
Divide detailed breakdown into each construction category, stated in this contract. Subcontractors who may be involved in work under more than one of these categories shall be advised of this requirement in order to furnish such data without delay. Construction categories given above may be modified by the Contracting Officer as necessary during course of work.
Final Submittal SECTION 01 20 00.00 20 Page 1
1.3.3 Schedule Instructions
Payments will not be made until the Schedule of Pricesor 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.
1.3.4 Real Property Assets (for the Addition Project)
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.
1.3.5 Schedule Requirements for HVAC TAB
The field work Section 23 05 93 TESTING, ADJUSTING AND BALANCING shall be broken down in the Schedule of Prices and in the Construction Progress Documentation 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
Final Submittal SECTION 01 20 00.00 20 Page 2 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.
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 (for Each Project)
Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27, Prompt Payment Construction Contracts and FAR 52.232-5, Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below. If NFAS Clause 5252.232-9301 is included in the contract, the listed documents shall be provided as attachments in Wide Area Work Flow (WAWF). 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 it shall be provided as instructed by the Contracting Officer.
a. The Contractor's invoice, on Form furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice.
Form shall include certification by Quality Control (QC) Manager as required by the contract.
Final Submittal SECTION 01 20 00.00 20 Page 3
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.
c. A final invoice shall be accompanied by the Certification required by the Government, and the Contractors Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. A corporate officer shall sign and corporate secretary shall certify the Final Release.
d. Updated Project Schedule and reports required by the contract.
e. Contractor Safety Self Evaluation Checklist.
f. Other supporting documents as requested.
g. Updated copy of submittal register.
h. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.
i. Materials on Site.
j. Monthly Work-hour report.
k. Solid Waste Disposal Report. Coordinate with the requirements of Division 01 Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE
MANAGEMENT.
1.5.2 Submission of Invoices
If NFAS Clause 5252.232-9301 is included in the contract, the documents listed in paragraph "CONTENT OF INVOICE" shall be provided 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 it shall be provided as instructed by the Contracting Officer.
1.5.3 Final Invoice
a. A final invoice shall be accompanied by the certification required 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 must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form.
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.
Final Submittal SECTION 01 20 00.00 20 Page 4
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/or suspensions permitted under the FAR and agency regulations including the following in accordance with "FAR 32.503-6:
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."
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 Schedule of Prices and 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 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.
Final Submittal SECTION 01 20 00.00 20 Page 5
f. Materials to be considered for progress payments prior to installation shall be stored in locations subject to written approval by the Contracting Officer.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
-- End of Section --
Final Submittal SECTION 01 20 00.00 20 Page 6
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
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 information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
List of Contact Personnel; G
Statement of Acknowledgement Form SF 1413; G
Progress and completion pictures; G
1.2 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 a view location sketch indicating points of view. Submit with the monthly invoice two sets of digital photographs each set on a separate CD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator. Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.
1.3 MINIMUM INSURANCE REQUIREMENTS
Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:
a. Comprehensive general liability: $500,000 per occurrence
b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage
c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.
d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers, Final Submittal SECTION 01 30 00 Page 1
e. Others as required by State.
1.4 CONTRACTOR PERSONNEL REQUIREMENTS
1.4.1 Subcontractors and Personnel
Furnish 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.
1.4.2 Identification Badges
Identification badges, if required, will be furnished without charge.
Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the Contracting Officer.
1.4.3 Contractor Personnel Requirements
Failure to obtain entry approval will not affect the contract price or time of completion.
1.4.4 Employment Restrictions
The Contractor shall not employ for any work required by this contract, any person who is a nonimmigrant as described in section…
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.