Attachment_2_-_SPECS-Renovate_GF_Ballroom.pdf
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- Renovate GF Ballroom Federal contract opportunity
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- FA489719BA013
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100% Specifications Renovate Gunfighter Club Ballroom, Fac. 195
Base Project Number: 1073108 Contract Number: FA4897-14-D-3003 Task Order Number: FA4897-19-F-A016
Mountain Home Air Force Base, ID 8 July 2019
Prepared By:
HDR Engineering, Inc.
412 E. Parkcenter Blvd. Suite 100
Boise, ID 83706-6659
(208) 387-7000
Renovate Gunfighter Club Ballroom FAC 195 MHAFBBALLROOM
SECTION 00 01 07 Page 1
SEALS AND SIGNATURES
I, Meghann C. Donley, hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Nebraska.
Specifications covered by this seal:
Divisions 01
I, Ann Morris, hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Nebraska.
Divisions 06, 08, 09, 10
I, Brian Taylor, hereby certify that the portion of this or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Texas.
Divisions 03, 04, 05
I, Brian Perlberg, hereby certify that the portion of by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Texas.
Divisions 23
SECTION 00 01 07 Page 2
I, William Davidson, hereby certify that the portion of by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Idaho.
Divisions 26
I, Anson Nowka, hereby certify that the portion of this or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Nebraska.
Divisions 21
-- End of Section --
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 11 00.10 BASE CIVIL ENGINEER UTILITY OUTAGE PROGRAM
01 11 00.20 BASE CIVIL ENGINEER WORK CLEARANCE REQUEST
01 14 00 WORK RESTRICTIONS
01 22 00.00 10 PRICE AND PAYMENT PROCEDURES
01 30 00 ADMINISTRATIVE REQUIREMENTS
01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES
01 33 00 SUBMITTAL PROCEDURES
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION
01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS
01 78 00 CLOSEOUT SUBMITTALS
01 78 00.01 TRANSFER AND ACCEPTANCE FORM DD1354
01 78 00.02 CONSTRUCTION DATA SHEET
01 78 23 OPERATION AND MAINTENANCE DATA
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION
DIVISION 03 - CONCRETE
03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE
DIVISION 04 - MASONRY
04 20 00 UNIT MASONRY
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL
05 50 13 MISCELLANEOUS METAL FABRICATIONS
05 52 00 METAL RAILINGS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
06 20 00 FINISH CARPENTRY
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 14 00 WOOD DOORS
08 71 00 DOOR HARDWARE
DIVISION 09 - FINISHES
09 06 00 SCHEDULES FOR FINISHES
09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD
09 22 36 LATH
09 23 00 GYPSUM PLASTERING
09 29 00 GYPSUM BOARD
09 51 00 ACOUSTICAL CEILINGS
09 90 00 PAINTS AND COATINGS
PROJECT TABLE OF CONTENTS Page 1
DIVISION 10 - SPECIALTIES
10 11 00 VISUAL DISPLAY UNITS
10 22 39 FOLDING PANEL PARTITIONS
10 26 00 WALL AND DOOR PROTECTION
DIVISION 21 - FIRE SUPPRESSION
21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
DIVISION 26 - ELECTRICAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL
26 05 19.10 10 INSULATED WIRE AND CABLE
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 51 00 INTERIOR LIGHTING
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 2
D I V I S I O N 0 1
GENERAL REQUIREMENTS
SECTION 01 11 00
SUMMARY OF WORK
08/15
6/24/2019
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
Utility Outage Requests
Utility Connection Requests
Excavation Permits
Welding Permits
Obtain utility outage requests per Section 01 11 00.10. Obtain digging permits prior to start of excavation by contacting the contracting officer 15 calendar days prior to excavation per Section 01 11 00.20.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
The work includes renovation of the Gunfighter Club Ballroom, Facility 195 and incidental related work.
1.2.2 Location
The work is located at the Mountain Home Air Force Base, Idaho, approximately as indicated. The exact location will be shown by the Contracting Officer.
1.3 CONTRACT DRAWINGS
The following drawings accompany this specification and are a part thereof.
Sheets 1 through 37
Contract drawings, maps, and specifications will be available for digital download. Reference publications will not be furnished. Immediately check drawings and notify the Government of any discrepancies.
1.4 EXISTING WORK
In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":
SECTION 01 11 00 Page 1
a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.
b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.
1.5 ON-SITE PERMITS
1.5.1 Utility Outage Requests and Utility Connection Requests
Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to minimize disruptions to the Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.
Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 21 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.
1.5.2 Borrow, Excavation Permits, Welding Permits, and Burning Permits
Per Section 01 11 00.10 CES OI 32-3003 BASE CIVIL ENGINEER WORK CLEARANCE REQUEST (Dig Permit), Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS and welding permits must be followed.
Burning of trash or rubbish is not permitted on project site.
1.6 LOCATION OF UNDERGROUND UTILITIES
Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.
Per Section 01 11 00.10 366 CES OI 32-3003 BASE CIVIL ENGINEER WORK CLEARANCE REQUEST (Dig Permit), identify and mark all other utilities not managed and located by the local utility companies. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.
1.6.1 Notification Prior to Excavation
Notify the Contracting Officer at least 15 days prior to starting excavation work.
SECTION 01 11 00 Page 2
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
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DEPARTMENT OF THE AIR FORCE
366TH CIVIL ENGINEER SQUADRON (ACC)
MOUNTAIN HOME AIR FORCE BASE IDAHO
8 Mar 16
MEMORANDUM FOR RECORD
FROM: 366 CES/CEO
SUBJECT: Utility Outage Program
1. Purpose. The purpose of this instruction is to establish Standard Operating Procedures (SOPs) for coordinating outages and to outline what outages require base populace and 366 FW leadership notification.
2. Definitions:
2.1. Outage: Any planned loss of service to water, power, or inability to use a road. In some circumstances, this may also include sewer. An outage occurs when power is shut off (even if a backup generator is available), water is turned off, or a road is blocked (partially or completely.)
Emergency outages are unscheduled and therefore not included in the Utility Outage Program.
2.2. Outage Requestor (OR). IAW 366 CES OI 32-3003, Base Civil Engineer Work Clearance Request (Dig Permit), the OR is an individual within any shop who is responsible for identifying the need for and requesting of an outage. This can include the electric shop, utilities shop, P&E shop, or a construction inspector acting on behalf of a contractor. Contractors cannot schedule outages. The OR gathers and provides the outage details to the Outage Coordinator (OC), at least 15 business days prior to any scheduled outage’s proposed beginning. The OR then provides the OC assistance in making any briefing slides, and contacts the affected facilities/users to notify them of the outage, NLT seven business days prior to its scheduled beginning. Use the checklist at Attachment 2 to document prior coordination.
2.3. Outage Coordinator (OC). CE Customer Service is the OC and primary point of contact for the Utility Outage Program. The OC coordinates with all CE Ops Flight sections, and maintains information on any construction activity occurring in other flights. The OC is responsible for gathering all pertinent data concerning an outage, scheduling the outage, coordinating support for the outage and ensuring the Outage Requestor has notified the facilities/users affected by the outage far enough in advance to prepare. If the outage is for a facility listed in the 366 CRP Tier 1 Facilities listing (Attachment 1), the OC will put together slide(s) (example at Attachment 3) and coordinate notification with slide(s) up through 366 CES squadron-level leadership not later than 10 business days in advance. To give CES leadership adequate time to notify MSG, and to get a response if there is any issue identified, the OC will notify Public Affairs NET 7 business days in advance. Additionally, main thoroughfares, and customer service focal areas (BX, Commissary, CDC, etc.) require prior PA notification.
2.4. Outage Support. Defined as anyone providing support to an outage (generally includes CE Ops Flight shops, but can also include the Fire Department, Medical, LRS, SFS, etc.) These
SECTION 01 11 00.10 Page 1 individuals/shops/agencies help make the outage go as smoothly as possible. Outage Support will provide backup generators, alternate transportation, close roads, etc. The OR must request and coordinate all required support with responsible agencies prior to the outage.
3. Process:
3.1. The OR gathers data concerning the purpose of the outage, what needs to be shut down, when the optimal time is to shut it down, where the shutdown needs to occur, and who the shutdown will affect. Consider all needs listed in Attachment 4, and coordinate with 366 CES/CEI as warranted. OR then gives completed checklist to the OC who looks at any other operations occurring at that time, and recommends any changes that need to be made in scheduling. Similar outages should be scheduled simultaneously.
3.2. The OC, with the assistance of the OR, arranges support from the necessary Outage Support agencies.
3.3. The OR notifies the affected facilities/users of the upcoming outage. After completing this, the OR notifies the OC who was contacted in the facilities affected and provides contact information for those individuals. This information can later be used for reminders or rescheduling. The OC then contacts facility POCs one day prior to outage, as a reminder.
3.4. (Optional). The OC assembles all data concerning the outage, including who was notified, into one easy-to-read slide. The slides for the different outages are assembled into a chronological presentation broken down by week. This presentation is briefed to Ops flight leadership and Programs Flight, with all ORs present to explain their outages. Separate meetings will be given to the CES/CC, MSG/CC and FW/CC when required. As noted above, this step is not necessary, but may be required depending on the impact of the outage.
4. Contact CE Customer Service at DSN 728-2001/Comm. (208) 828-2001 with questions or concerns.
// original signed Richard Miller for// JESUS MENDOZA, Maj, USAF Operations Flight Commander
4 Attachments:
1. Tier 1 Facilities
2. Checklist for Utility Outage/Road Closure
3. Example of Briefing Slide
4. Environmental Considerations in Planning Outages
Uncommon Acronyms:
CRP – Contingency Response Plan NET – Not Earlier Than OC – Outage Coordinator OR – Outage Requestor
SECTION 01 11 00.10 Page 2
Repair Construct HVAC Facility 1225 1225HVACRenovate Gunfighter Club Ballroom FAC 195 MHAFBBALLROOM
Date Completed:_____________
� REQUESTING POC/Ofc Symbol_________________/___________________Phone No._____________________
� Outage/closure request for (gas, water, elec, Phantom, Gunfighter Ave, etc.)_________________________________
� Reason for outage/closure (If road closure required, also state what section of road, length of closed section, etc.):
� Requested outage/closure date(s): ___________________________________________________________________ � Estimated Time OFF/CLOSED: _______________________ Estimated time ON/OPEN: ______________________ � Estimated duration of outage/closure: ________________________________________________________________
Coordinate through the following agencies (as applicable):
(The coordinating official shall print name, initial and date on the appropriate line)
� CEOIU (Water Plant) - 8-3391_________________________________________________________________
� CEOIU/2 (Utilities) Water/Gas/Sewer - 8-6444 _____________________________________________________
� CEOIU/3 (Fuel) - 8-6538_______________________________________________________________________
� CEOF (Electrical/Emergency Generators) - 8-6604 _______________________________________________
� CEIE (Installation Flight/Environmental) – 8-6666 __________________________________________________
� CE Ops Management/Customer Service - 8-2001__________________________________________________
� CEO/CD or CC - 8-6405/6406 (Ensures Sq-Lvl leadership notified)___________________________________ (CSU ensures w/ Sq Secretary that CES/CC or CD has received “all clear” from MSG before notifying PA)
� Comm Sq - 8-3295/8-5715______________________________________________________________________
� Housing Office - 8-2781 _______________________________________________________________________
� Fire Department - 8-6005_______________________________ (Mandatory for street/parking closures & water outages that affect hydrant pressure and/or fire suppression capability)
� Security Forces - 8-3874 _______________________________ (Mandatory for street/parking closures)
� Hospital Emergency Room - 8-7100 _____________________ (Mandatory for all street/parking closures)
List of Facilities / quarters affected here:
BLDG #: BLDG NAME: ORGANIZATION: PERSON COORDINATED WITH: DATE CONTACTED:
(Note for requester: after completing this form, ensure CE Customer Service receives a copy prior to turning off utility / road closure)
Repair Construct HVAC Facility 1225 1225HVAC
SECTION 01 11 00.10 Page 3
SECTION 01 11 00.10 Page 4
Ready Engineers … Ready to Go
Utility Outage
W/O XXXXX
Buildings Affected:
1501,512,510,610
Date: 3 Feb 1000-1200
Repair broken water pipe near Bldg 512
ATTACHMENT 3:
SAMPLE UTILITY OUTAGE BRIEFING SLIDE
Ready Engineers … Ready to Go
Power Outage
Outage identified by Outage Requestor
Outage Requestor gathers who, what, when, where, why, and purpose. Information is given to Outage
Coordinator.
10 duty day notice
Outage Coordinator/Outage Requestor arrange assistance from Outage Support Agencies
Outage Requestor notifies facilities/users and obtains facility POC’s. Information passed to Outage
Coordinator
Outage Coordinator prepares slide presentation, if required for briefing.
Outage worked and Completed
Outage Coordinator contacts facilities/users 1 day prior to outage as a reminder
Flow Chart
1. Planning Power Outages:
1.1 Under the 2015 Air Quality Tier I Operating Permit, many of the stationary emergency backup generators are not allowed to run for non-emergency purposes other than routine maintenance of the generators. All other stationary emergency backup generators have a limited number of hours that the engine can run each year for non-emergency purposes. Planned loss of power is considered non-emergency use, and therefore the use of the emergency backup generators needs to be coordinated with the Air Quality Program Manager to ensure compliance with the air permit.
1.2. Per IDAPA 58.01.08.552.01.07: During a power outage, the water system shall be able to meet the operating pressure requirements of Subsection 552.01.b. for a minimum of eight (8) hours at average day demand plus fire flow where provided. A minimum of eight (8) hours of fuel storage shall be located on site unless an equivalent plan is authorized by the The Idaho Department of Environmental Quality (IDEQ).
2. Planning Water Outages.
2.1. During planned maintenance or repair situations, when water pressure within the system is expected to fall below twenty (20) psi, the water supplier must provide public notice to the affected customers prior to the planned maintenance or repair activity and shall ensure that the water is safe for consumption.
2.2. If water pressure isn't expected to fall below 20 psi, but does, notify CEI flight immediately.
CEI flight will then notify IDEQ as well as push out public notifications to the affected community within 24-hours, and disinfect the system. When sampling and corrective procedures have been conducted and after determination by the Department that the water is safe, the water supplier may re-notify the affected customers that the water is safe for consumption. The water supplier shall notify the affected customers if the water is not safe for consumption.
3. Environmental Consideration in Not Otherwise Specified Outage Category: Broken transite (cement asbestos) pipe is also covered under the air permit. The Asbestos Contingency Plan needs to be followed in the event that transite pipe is broken during repairs. Proper disposal of transite pipe should be coordinated through the Air Quality Program Manager.
Repair Construct HVAC Facility 1225 1225HVAC
SECTION 01 11 00.10 Page 7
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SECTION 01 14 00
WORK RESTRICTIONS
11/11
6/24/2019
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 Personnel
Planned Working Hour Schedule
1.2 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST, AF FORM 103
Prior to commencing construction work or whenever the ground surface is to be disturbed deeper than 4 inches obtain an approved AF Form 103, in accordance with Section 01 11 00.20.
1.3 GENERAL CONTRACTOR ACCESS AND USE OF PREMISES
Limit use of the premises to construction activities in areas indicated;
allow for Government occupancy and access.
1.3.1 Subcontractors and Personnel Contacts
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.
1.3.2 Work Areas
Confine operations to areas within Contract limits indicated. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed.
1.3.3 Site Inspections
Contractor shall provide reasonable access to the site and shall not prohibit nor interfere with lawfully conducted inspections or site visits by properly identified representatives of regulatory agencies or collective bargaining units.
1. Notwithstanding the above, Contracting Officer's Representative (COR) regulation governing site security shall be observed.
2. All site visitors shall comply with personal protections regulations, including hard hats and safety glasses.
SECTION 01 14 00 Page 1
1.3.4 Contracting Officer's Representatives
Confer with Contracting Officer's Representative and obtain full knowledge of all site rules and regulations affecting work.
1. Conform to site rules and regulations while engaged in project construction.
2. Site rules and regulations take precedence over others that may exist outside such jurisdiction.
3. Employee list: The Contracting Officer's Representative may examine Contractor's list of employees, including those of his subcontractors and their agents, at any time.
4. Vehicle use: Rigidly enforce the following:
a. Keep all vehicles, mechanized or motorized equipment locked at all times when parked and unattended on Base's premises.
b. Do not, under any circumstances, leave any vehicle unattended with motor or engine running, or with ignition key in place.
c. Parking: Permitted only in areas designated by Contracting Officer's Representative.
d. All traffic control subject to Contracting Officer's Representative approval.
1.3.5 Access and Deliveries
Contractor shall access the site by designated haul routes only. Keep driveways and entrances serving the premises clear and available to the Government at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.
1.3.6 Hauling and Haul Route Maintenance
Sweep job site and designated haul routes as required to remove all spillage, mud and soil tracked from work site or dump site and to assure no damage to Government and personal property during the performance period.
Cover all loads subject to spilling such as earth fill, aggregates, Portland cement concrete materials, asphalt cement concrete materials, rubble, trash, materials taken to land fill, etc. during hauling to prevent spillage. Sweep spills immediately. Spills of hazardous materials shall be responded to in accordance with Section 01 57 19 MOUNTAIN HOME AFB (MHAFB) ENVIRONMENTAL SPECIFICATIONS. Haul routes shall be approved by the Contracting Officer's representative to minimize impact to the base.
1.3.7 Government Operations
Perform the Work so as not to interfere with the Government's operations.
1.3.8 Protection of Government Property
Protect all Government property within the site in which working, except for such property as is required to be demolished. Protect property which is to be demolished until its scheduled demolition time. Protection shall
SECTION 01 14 00 Page 2 include, but not be limited to, protection from construction generated dust, debris, water, and vibration.
1.3.9 Maintenance and Repair of Pavements, Drives, or Turf Areas
Maintain and repair pavements, drives or turf areas utilized during construction for access roads or storage areas, to the satisfaction of the Contracting Officer. Costs associated with the above work shall be incidental to the contract. Where landscape rock areas are repaired or installed, provide weed barrier under rock to prevent weed growth. Weed barrier shall be DeWITT PRO 5 Weed Barrier, 5 oz. Woven needle-punched material, or approved equal. Make sure landscape rock is free from dirt and debris if reused, and repair all wheel ruts, etc.
1.3.10 Contractor's Planned Working Hour Schedule
Contractor shall coordinate with and obtain approval of the Contracting Office for his planned working hour schedule. Contractor shall also coordinate with and obtain approval of the Contracting Officer for any required working hours that fall outside his approved planned working hours schedule.
1.4 SITE-SPECIFIC COORDINATION AND ACCESS TO SITE
Coordination with using agencies shall be made through the Contracting Officer to assist the Contractor in completing the work with a minimum of interference and inconvenience.
All Contractor-owned and privately-owned vehicles are required to have a valid state registration and valid insurance. Before any base access credential is issued, the issuing official will check the individual's operator's license, vehicle registration, and vehicle insurance.
1.4.1 Employee Parking
Contractor employees shall park privately owned vehicles in an area designated by the Contracting Officer. The area will be within reasonable walking distance of the construction site. Contractor employee parking shall not interfere with existing and established parking requirements of the military installation. Contractor personnel shall comply with all other parking signs and regulations on the installation.
1.4.2 Identification of Employees and Military Regulations
a. The Contractor shall be responsible for compliance with all regulations and orders of the Commanding Officer of the Military Installation, respecting identification of employees, movements on installation, parking, truck entry, and all other military regulations which may affect the work.
b. The work under this Contract is to be performed at an operating Military Installation with consequent restrictions on entry and movement of nonmilitary personnel and equipment.
c. All personnel while on the installation may be subject to search.
1.4.3 Base Access
A. Temporary ID's issued by the security forces will be required for all
SECTION 01 14 00 Page 3 contractor and delivery personnel.
1. The Contractor will submit SF Form 30s, which reflects the individual's full name, gender, SSN, DOB, driver's license number and state or passport number, dates and times for access, and company name, to the Contracting Officer Representative. The Contractor is not authorized to act as a sponsor for any personnel, sub-contractors, or delivery personnel.
2. The Contracting Officer Representative will indicate their name as the sponsor and sign the SF Form 30.
3. The Contracting Officer Representative will either hand carry or send (from a .mil account) the signed SF Form 30 to security forces.
SF Form 30s are required to be received by the security forces at least 2 weeks before base access is required. However, if submitting numerous SF Form 30s (e.g., at the start of the project), the forms need to be submitted at least 6 weeks before base access is required.
Failure to meet the time limits identified above will result in delays accessing the installation. Telephone sponsorship is not authorized.
4. The security forces will complete a base access background check for all personnel requesting a pass.
5. Once the background checks are completed, the Contracting Officer Representative will be notified of the results.
6. If the request for access is denied, the Contracting Officer Representative will be sent a denial letter, which they will be responsible for sending to the Contractor. Specific information obtained during the background check will not be released to the Contracting Officer Representative, the Contractor or the individual the check was complete on. The denial letter will also reflect the rebuttal process.
7. If the request for access is approved, the Contracting Officer Representative will be sent a copy of the approved SF Form 30, which they will be responsible for sending to the Contractor.
8. Contractor personnel will be required to bring a copy of the approved SF Form 30 to the Visitor Center (Bldg. 6400) during normal business hours to be issued their pass. The individual receiving the pass must present the approved SF Form 30 and a valid form of identification (with a photograph on it). If the individual is operating a vehicle they must also produce the vehicle registration, vehicle insurance, and a valid operator license (for the type of vehicle they are operating) before their pass is issued. Contractor passes can only be issued at the Visitor Center, not the Grand View Gate.
9. Contractor personnel will be issued Temp ID's that allows access for the specific times and dates requested. If, during the project, access is required at other times, the Contractor must coordinate this access with the Contracting Officer Representative who must coordinate access with the security forces.
10. Delivery personnel will be required to bring a copy of the approved SF Form 30 to the Grand View Gate (Bldg. 3200) during operating hours to be issued a pass. The individual receiving the pass
SECTION 01 14 00 Page 4 must present the approved SF Form 30, a valid form of identification (with a photograph on it), vehicle registration, vehicle insurance, and a valid operator license (for the type of vehicle they are operating) before their pass is issued. If the pass is for over 30 days the individual must respond to the Visitor Center and not the Grand View Gate to receive a pass.
11. Delivery personnel will be issued a MHAFB pass that allows access for the specific times and dates of the delivery.
12. Personnel who arrive at the gate (either Grand View or the Visitor Center) without an approved SF Form 30 will be denied access until the security forces receives SF Form 30 (must be received from an authorized sponsor IAW establish procedures) and the individual has passed the required back-ground checks. Personnel who arrive at the gate without an approved SF Form 30 will be processed and vetted on a first come first served basis.
13. All personnel must maintain their base access pass on them at all times and will surrender it to security forces when requested. All personnel must produce a base access pass to be allowed on the installation.
B. Commercial Vehicle Access. A marked commercial vehicle is any, non-government, vehicle designed for commercial purposes regardless of weight.
1. All marked commercial vehicles will undergo inspections/sweeps before being allowed access to MHAFB. These vehicles may enter the installation after being inspected and all occupants have met base access requirements.
2. All marked commercial vehicles, to include delivery and contract vehicles, will enter the installation through the Grand View Gate.
3. Traffic at the Grand View Gate can become heavy during morning rush, lunch time, or when personnel do not have the proper paperwork (e.g., completed SF Form 30 or sponsors information). Delays can range from a few minutes to over 2 hours. If the Contractor has time sensitive deliveries (e.g., cement delivery), they must coordinate their arrival, at least 1 week in advance, with the Contracting Officer Representative and security forces. The Contracting Officer Representative and security forces will coordinate on specific procedures to expedite access for time sensitive deliveries. However, the vehicles must still be searched IAW established procedures.
4. Grand View Gate is open Monday through Friday 0700 to 1600, subject to change. Requests for access during other times must be coordinated through the Contracting Officer Representative and security forces, and will be handled on a case by case basis. Security forces will need at least 2 weeks notice.
5. Commercial vehicles may access the base through the Main Gate only after coordination with the Contracting Officer Representative and approval from security forces. There is a width restriction at the Main Gate of 14 feet wide (maximum). The vehicles must still be searched IAW established commercial vehicle procedures.
6. Commercial vehicles can depart the installation through either
SECTION 01 14 00 Page 5 gate. However, there is a width restriction at the Main Gate of 14 feet wide (maximum).
C. Privately-owned vehicles (POV), that are not commercially marked, may access and depart the base via the Main Gate. Carpooling POVs onto base is encouraged.
D. All vehicles entering the installation and all personnel on the installation may be subject to search.
E. All vehicle operators will comply with all base traffic regulations, to include restrictions on use of cell phones and radar detectors.
F. Procedures for personnel and vehicle access to MHAFB are subject to change without prior notice.
1.4.4 Other Contractors
Other Contractors may be working on surrounding areas that will require coordination.
1.5 COORDINATION, SAFETY, AND REGULATORY REQUIREMENTS
1.5.1 Asphalt, Broken Concrete, and Waste Aggregate
Asphalt, broken concrete, and waste aggregate shall be temporarily stockpiled on base property (stockpiled separately) at locations shown on the drawings. The Contractor shall verify the locations with the Contracting Officer prior to using stockpile sites.
1.5.2 Pre-Construction Permits
Before construction commences, the Contractor shall follow the procedures outlined in Section 01 11 00.20 366 CES OI 32-3003 Base Civil Engineer Work Clearance Request (Dig Permit).
1.5.2.1 Digging Permit
A Digging Permit will be required before construction excavation commences. Digging permit expires 28 days after date issued and must be renewed by the Contractor.
1.5.3 Fire Extinguishers
Fire extinguishers will be required on construction equipment. A 10 lb minimum rating is required for fire extinguishers.
1.5.4 Welding Permits
Welding permits will be required. The Contractor shall contact the Base Fire Department for required permits.
1.5.5 Blasting
Blasting is prohibited on base property.
1.5.6 Work Conditions
The Contractor is advised that work will be occurring on an active military
SECTION 01 14 00 Page 6 installation. Military aircraft will be operating near the construction work areas. Possible conditions that may occur, but are not limited to the following: Aircraft with jammed guns or carrying practice ordinance and/or pyrotechnics, and hydrazine leaks.
1.6 STAGING AREA
1.6.1 On-site Storage Area
On-site storage of construction materials and equipment is limited.
Location of an on-base storage area will be identified at the preconstruction meeting or as shown on the project drawings. Contractor is responsible for keeping weeds cut, debris picked up, and storage site clean.
1.6.2 Vehicles and Equipment
All vehicles and equipment must be stored at the staging area or other approved area when not in use.
1.6.3 Storage Area Security
The staging area is unsecured. The Contractor is responsible for securing all equipment and supplies, at no additional cost to the Government.
1.6.4 Project Limits
Do not operate equipment or permit personnel to work outside the project limits without approval from the Contracting Officer.
1.7 DUST CONTROL
Maintain strict dust control to prevent blowing dust at all times.
1.7.1 Saw-cutting
When saw-cutting concrete, contractor shall flush and clean the area so the paste does not dry and flake.
1.8 CLEAN UP
Throughout the construction period and at the completion of the work, the Contractor shall maintain the project site to the standard of cleanliness described in this section. In addition to the general standards described in this section, the Contractor shall comply with all specific requirements for cleaning or clean up as described in various sections of these specifications.
1.8.1 Inspection
The Contracting Officer and the Contractor shall conduct regular inspections to verify that requirements of cleanliness are being met. In addition to the standards described in this section, the Contractor shall comply with all pertinent requirements of other agencies having jurisdiction.
1.8.2 Cleaning Materials and Equipment
Provide all required personnel, equipment, and materials needed to maintain the specified standards of cleanliness. Use only the cleaning materials
SECTION 01 14 00 Page 7 and equipment which are compatible with the surface being cleaned, as recommended by the manufacturer of the material or as accepted by the Contracting Officer.
1.8.3 Periodic Cleanup
During the performance of the required work or any related operations, the Contractor shall furnish all labor, equipment, materials and means required for cleanup. The Contractor shall also carry out proper and efficient measures wherever and as often as necessary or as directed to clean up waste, debris or spillage which has originated from his operations from causing a nuisance or safety hazard to persons.
The Contractor shall not allow scrap, debris, waste material, and other items not required for construction of the project or on the work site.
At least twice each month, and more often if necessary, all scrap, debris, and waste material shall be collected and removed from the job site and disposed of in an off-site disposal approved for the contractor's use.
Storage of all items awaiting removal from the job site, shall be done in such a manner as to minimize fire hazard or environmental damage.
1.8.4 Final Clean Up
Prior to completion of the work, remove from the work site all tools, surplus materials, equipment, scrap, debris, and waste.
Unless otherwise specifically directed by the Contracting Officer, broom clean all paved areas on the site and all public paved areas directly adjacent to the site. Completely remove all resultant debris.
Schedule final cleaning and cleanup to enable the Government to accept a clean, finished project.
1.9 ENVIRONMENTAL REQUIREMENTS
Contractors shall know the environmental requirements that apply to their daily duties and receive the commensurate level of environmental education and training for those duties, per AFI 32-7001 Environment Management Para
5.7 Competence, Training, and Awareness.
The EMS awareness training for contractors is available through the ESOH Training Network (https://cs2.eis.af.mil/sites/10040/_layouts/15/start.aspx#/WPP/LMS/Home.aspx).
The Contractor will need to register for a new account and the EMS Training Awareness or ESOHTN Registration Password is "esohtn". The training is located under "All Available Training," "Environmental Training," and EMS Awareness Level Training. It takes 20 minutes. Upon successful completion of the training, a Certificate will be available to print.
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PRICE AND PAYMENT PROCEDURES
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PART 1 GENERAL
1.1 SINGLE JOB PAYMENT ITEMS
Payment items for the work of this contract for which contract job payments will be made are listed in theBIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.
1.1.1 Mobilization and Demobilization
1.1.1.1 Payment
Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause PAYMENT FOR MOBILIZATION AND
DEMOBILIZATION.
1.1.1.2 Unit of Measure
Unit of measure: Job.
1.2 UNIT PRICE PAYMENT ITEMS
Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.
1.2.1 Rock Excavation
1.2.1.1 Payment
Payment will be made for costs associated with excavation for the rock, which includes performing required excavation, haul-off, and other operations incidental thereto, Contractor-furnished disposal area(s) and disposition of excess excavated material and unsuitable and frozen materials. Rock excavation also includes all concrete treated or asphalt treated base.
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1.2.1.2 Measurement
Measurements will be based on actual number of cubic yards of rock material in-place prior to excavation. Determination of the volume of sub-base will be made by cross sectioning the area excavated before and after excavation. Quantities will be computed from the cross section measurements by the average end area method. Provide the measurement to include all authorized over depth sub-base excavation as determined by the Contracting Officer.
1.2.1.3 Unit of Measure
Unit of measure: cubic yard.
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ADMINISTRATIVE REQUIREMENTS
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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. Submit the following in accordance with Section 01 33 00
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Progress and Completion Pictures; G
1.3 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 3.0 mega pixels 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. Provide sketch indicating location of photos. 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.
1.4 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 Idaho Statelaw.
1.5 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS
Accomplish all contract requirements of Section 01 57 19 MOUNTAIN HOME AFB (MHAFB) ENVIRONMENTAL SPECIFICATIONS, Environmental Procedures.
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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, a Quality Control (QC) representative is required on the contract, and 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.
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 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.
1.7 PRECONSTRUCTION CONFERENCE
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 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, SECTION 01 30 00 Page 2 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.
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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SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES
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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
Baseline Construction Schedule; G
SD-07 Certificates
Monthly Updates
1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT
Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a Network Analysis Schedule (NAS) Bar Chart Schedule in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:
a. The Contractor starting demolition work or construction stage(s) of the contract.
b. Processing Contractor's invoice(s) for construction activities/items of work.
c. Review of any schedule updates.
Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).
1.3 SCHEDULE FORMAT
1.3.1 Network Analysis Schedule (NAS)
Use the critical path method (CPM) to schedule and control project activities. Prepare and maintain project schedules.
Within 15 calendar days after approval of the Initial Schedule , submit to the Contracting Officer a final NAS schedule.
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1.3.1.1 Activity Requirements
a. At a minimum, identify the following in the schedule:
(1) Construction time for major systems and components
(2) Each activity assigned with its appropriate Responsibility Code
(3) Each activity assigned with its appropriate Phase and Area Codes
(4) Major submittals and submittal processing time
(5) Major equipment lead time
b. Build the Schedule as follows:
(1) Show submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. Government and Contractor on-site work activities must be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days for 5-day work week calendars.
(2) With the exception of the Contract Award and End Contract milestone activities, use of open-ended activities is not allowed;
each activity must…
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