Attach3-Vol_2_Specs.pdf

T Y P E B - 3 F I N A L

Repair MX Hangar Project Number PBXP132166

Volume 2 – Specifications (1 of 4)

Prepared for

179th Civil Engineering Squadron Ohio Air National Guard

Mansfield Lahm ANG Base

February 2019

CH2MHILL– HDR JV

241 Taylor Street, Suite 100

Dayton, Ohio, 45402

REPAIR MX HANGAR

MANSFIELD, OHIO

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SECTION 00 01 07

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

DIVISION 03 - CONCRETE

DIVISION 04 - MASONRY

DIVISION 05 - METALS

Digitally Signed on

February 5, 2019

Dennis Pearson

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DIVISION 02 - EXISTING CONDITIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

DIVISION 08 - OPENINGS

DIVISION 09 - FINISHES

DIVISION 10 - SPECIALTIES

John Baudry

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DIVISION 21 – FIRE SUPPRESSION

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

DIVISION 33 - UTILITIES

Carl Osberg

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DIVISION 22 – PLUMBING

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

Darren Magley

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DIVISION 26 – ELECTRICAL

Lisa H. Coppinger

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DIVISION 27 - COMMUNICATIONS

Tim E. Sears

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DIVISION 03 - CONCRETE

DIVISION 31 – EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

Amanda Thompson

END OF SECTION

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

VOLUME 2

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

SUPPLEMENT: SUBMITTAL REGISTER

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS, TESTS, AND OBSERVATIONS FOR

STRUCTURAL SYSTEMS

SUPPLEMENT: SPECIAL INSPECTION RECORD

SUPPLEMENT: SPECIAL INSPECTION DAILY REPORT

SUPPLEMENT: SPECIAL INSPECTION DISCREPANCY NOTICE

SUPPLEMENT: SPECIAL INSPECTION FINAL REPORT

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 13.00 10 ASBESTOS ABATEMENT

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

VOLUME 3

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

6 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

7 21 13 BOARD AND BLOCK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 39 54 BLAST RESISTANT DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 60 45 TRANSLUCENT PANEL SYSTEMS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 65 00 RESILIENT FLOORING

09 67 23.15 FUEL RESISTIVE RESINOUS FLOORING, 3-COAT SYSTEM

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 26.13 ACCORDION FOLDING PARTITIONS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 99 99 MISCELLANEOUS SPECIALTIES - DRAFT (SMOKE) CURTAINS

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 20.00 20 FOAM FIRE EXTINGUISHING FOR AIRCRAFT HANGARS

21 30 00 FIRE PUMPS (PACKAGED)

PROJECT TABLE OF CONTENTS Page 3

VOLUME 4

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 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 54 19 BUILDING HEATING SYSTEMS, WARM AIR

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 13.00 40 MEDIUM-VOLTAGE CABLES

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.00 40 PAD-MOUNTED, LIQUID-FILLED, MEDIUM-VOLTAGE TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

26 60 13.00 40 LOW-VOLTAGE MOTORS

VOLUME 5

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 23.10 INTERCOMMUNICATION SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 23 00.00 20 EXCAVATION AND FILL

31 32 11 SOIL SURFACE EROSION CONTROL

PROJECT TABLE OF CONTENTS Page 4

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR FLEXIBLE

PAVING

32 11 23 AGGREGATE BASE COURSE

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY

PAVEMENTS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 16 13 CONCRETE SIDEWALKS, STOOPS, AND CURBS AND GUTTERS

32 17 24.00 10 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 23 SODDING

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 16 15 WATER STORAGE STEEL TANKS

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

SECTION 01 11 00 Page 1 PW\DEN001\669816

PART 1 GENERAL

1.1 SUBMITTALS

SECTION 01 11 00

SUMMARY OF WORK

08/15

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

Borrow Permits

Excavation Permits

Welding Permits

Burning Permits

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes, but is not limited to, the items listed below and incidental related work. See design drawings and specifications for a full description of the work to be performed.

a. Asbestos, lead paint, PCB, and mercury abatement.

b. Demolition of exterior walls and interior partitions.

c. Demolition of existing two-story mezzanine in hangar bay.

d. Select demolition of existing structure, finishes, equipment, and utilities.

e. Site work including installation of new oil water separator, new sidewalks, and drive access to the new shop spaces.

f. Installation of new interior partitions, and anti-terrorism (AT) compliant exterior walls, doors, and windows.

g. Construction of a new two-story mezzanine within the hangar bay, including a new elevator.

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h. Installation of new high expansion foam and sprinkler fire suppression systems, including exterior water storage tanks and pump house.

i. Installation of new compressed air lines, air handling equipment, stratification fans, and ductwork.

j. Electrical upgrades and new transformer.

k. Installation of new WLAN infrastructure and intercom upgrades.

l. Repair and restoration of hangar metal wall panels.

m. Relocation of government furnished equipment from other buildings on base to this project.

1.2.2 Location

The work is located at existing building 102 at Mansfield Lahm Air National

Guard Base, Ohio. The exact location will be shown by the Contracting

Officer.

1.3 CONTRACT DRAWINGS

Design drawings accompany this specification and are a part thereof.

Five sets of full size contract drawings, maps, and specifications will be furnished to the Contractor without charge. Reference publications will not be furnished. Immediately check furnished drawings and notify the

Government of any discrepancies.

1.4 WORK RESCHEDULING

Allow for a maximum of 5 calendar days in the construction schedule where construction activity is prohibited due to operations. Government will provide 24 hour notification each time the restrictions are invoked.

Normal duty hours for work are from 6:00 a.m. to 4:30 p.m., Monday through

Friday. Requests for additional work requires written approval from the

Contracting Officer 7 days in advance of the proposed work period.

1.5 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as 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.

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1.6 ON-SITE PERMITS

1.6.1 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 14 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.

1.6.2 Borrow, Excavation, Welding, and Burning Permits

ACTIVITY SUBMISSION DATE

Burning Permits 3 calendar days prior to work

Excavation Permits 14 calendar days prior to work

Welding Permits 3 calendar days prior to work

Post permits at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted at on project site.

1.7 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with

Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating

Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

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1.8 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause "FAR 52.245-1, Government Property", the

Government will furnish the following materials and equipment for installation by the Contractor:

DESCRIPTION QUANTITY

Test Stand Chiller 1

Quantities indicated for the above-listed items marked with an asterisk are estimates. It is the intention of the Government to furnish all quantities of the asterisk items required to complete the work as specified, and the various quantities will be adjusted when necessary. Quantities stated for the above items not marked with an asterisk are all that will be furnished by the Government. Provide any additional quantities that are required.

1.8.1 Delivery Schedule

Notify the Contracting Officer in writing at least 30 calendar days in advance of the date on which equipment are required. Pick up equipment no later than 30 calendar days after such date.

1.9 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

-- End of Section --

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1.1 SUBMITTALS

SECTION 01 14 00

WORK RESTRICTIONS

11/11 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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with

Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Government Guard Services; G

Medical Plan; G

Contractor Regulations; G

Transportation of Personnel, Materials, and Equipment; G

Purchase Orders; G

List of Contact Personnel; G

Personnel List; G

Vehicle List; G

Statement of Acknowledgement Form SF 1413; 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. The adjacent fire station and associated drive access will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Ohio Laws

a. Persons operating a motor vehicle onto the installation will have a valid state motor vehicle operator’s license and proof of insurance in their possession.

b. Ohio Motor Vehicle Laws are applicable while on the 179th Airlift Wing.

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c. The speed limit on the installation is fifteen (15) miles per hour unless otherwise posted. Speed limits are enforced by the use of Laser

Speed Measuring Devices (LSMD).

d. Drivers must comply with all posted traffic signs.

e. Vehicle restraints (seat belts) must be worn on base in compliance with

Ohio law.

f. Local law enforcement agencies have proprietary jurisdiction with the

179AW. That is, criminal offenses having occurred within the jurisdiction of the 179AW may be investigated by either military and/or civilian law enforcement agencies.

1.3.1.2 Background Checks

a. Contractors, sub-contractors, any their employees are required to have a nationwide criminal background check conducted before being granted authority for “un-escorted entry” onto the 179th Airlift Wing. Only

Federal Government personnel are authorized to escort non-cleared contractor personnel onto base.

b. It is the primary contractor’s responsibility to ensure information is provided for nationwide criminal background checks are conducted on all employees (e.g. primary contractor and subcontractor employees) who will be working on the 179 Airlift Wing installation and it’s jurisdictions for. Information is provided through submission of Base Access Form.

c. Contractor background check information must be submitted to the 179 SFS before any contracted employees will be allowed access onto the installation unless prior arraignments have been made through coordination with the the 179 AW Contracting Office.

d. If a contractor employee has an active warrant, the employee will be denied access to the installation and local law enforcement will be contacted by the 179th Security Forces Squadron.

e. The 179th SFS/S-5 Section may deny access and access credentials to the

179th Airlift Wing Air National Guard Base, based on information obtained during identity vetting that indicates the individual may present a threat to the good order, discipline and morale of the installation. This memorandum will serve as guidance, and approval to deny entry. Upon request, the 179th SFS S-5 section will review on a case by case basis, if the personal being vetted have an objection. The

179th SFS S5 section will not disclose criminal history information to the contractors, due to law enforcement sensitive information.

f. Contractors, sub-contractors, and their employees will enter and exit the installation through the Main Gate located at 1947 Harrington-

Memorial Road.

g. Contractors will be added to the Entry Authority List once vetted.

Contractors working on the installation longer than 30 days should come get a DBIDs Credential from the SF building on Tuesdays from 0900-1100.

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1.3.1.3 Installation Entry

a. Construction and delivery vehicles will be subject to vehicle inspection daily and privately owned vehicles will be inspected at random in accordance with Department of Defense and Air Force directives.

b. Contractor employees must possess valid picture identification such as a state-issued driver’s license or state-issued identification card at all times while on the installation. This picture identification must include, as a minimum, the physical description of the individual (i.e., height, weight, date of birth, eye and hair color), a picture of the individual, and the individual’s signature.

c. At the time contractors initially come to the pre-construction meeting;

they will be given copies of contractor access instructions/forms and other documentation to be used by the 179th Security Forces Squadron to generate a Contractor Entry Authority Lists (CEALs).

d. Vehicles owned by your firm will be permitted entry to 179 AW, Mansfield

Lahm Airport (ANG) Base, provided they are listed on the Contractor

Entry Authority List. Vehicles used in one time delivery of materials or by subcontractors do not need to be included on this list.

e. It is the sole responsibility of the contractor to renew through adding or deleting employees to the CEAL. Please keep this in mind for employees you may dismiss from your company.

1.3.1.4 Prohibited Items

No person shall bring or possess any of the following items while on the

179th Airlift Wing, Mansfield Ohio Air National Guard Base:

a. Weapons. In the interest of public safety, the items listed below are considered dangerous weapons.

b. Instruments capable of propelling a projectile by compressed air, gasses, springs, or other mechanical or physical means. Such weapons include, but are not limited to, firearms, paint ball guns, pellet guns, BB guns, blowguns, bows and arrows, underwater spear guns, hunting slingshots, and throwing spears.

c. An instrument, which has the capacity to inflict death and from the manner in which it is used is likely to produce or may easily and readily produce death. The following instruments are included in, but not limited to, this category. Knives in excess of 3 inches, spring-loaded knives (switchblades), swords, blackjacks, metal knuckles, "Nunchacku" fighting sticks, kung-fu stars, boomerangs, chains

(wrapped), and billy clubs. Possession of these items are expressly prohibited.

d. Explosive Material: Consists of but is not limited to, ammunition, gunpowder, firecrackers, and similar items.

e. Narcotics or drugs in any quantity except for those prescription drugs issued by a licensed pharmacist based on written prescription from a licensed medical doctor for health care purposes.

f. Drug paraphernalia and any contents contained therein.

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g. Alcoholic beverages, which includes but is not limited to beer in open containers no matter what the quantity, is strictly prohibited from being consumed on the base and/or job site.

1.3.1.5 Medical Emergencies

a. If an employee is injured or has a medical emergency notify Base Defense

Operations Center (BDOC) 911 or (419)520-6260.

o If calling from an on-base phone dial the 3-digit extension 911.

o If calling from a cell phone you must dial the entire prefix (419)

520-6260.

o Dialing 9-1-1 from a cell phone will ring in to the local area civilian 911 center.

b. You may contact BDOC in person or by phone by dialing (419)520- 6260/6259. Contractors may also make contact with any Security Forces patrols (vehicles/foot) at any time.

1.3.1.6 Severe Weather

a. Severe weather watches/warnings and safety instructions are announced over the installation public address system. Contractors are required to listen to these announcements and to follow the directions made over the public address system, made by the contracting officer’s representative, or by Emergency Personnel/Security Forces members.

b. Contractors are to seek shelter, secure their job site(s) and consider ceasing all outside activity immediately. Contractors will need to follow all safety instructions announced over the public address system or by authorized personnel.

c. Lightning warnings are declared when there is lightning within five (5) miles of the installation. Contractors are to cease all outside activity immediately and will seek shelter inside a building(s) or vehicle. Contractors will remain inside the building/vehicle until the lightning warning has been cancelled.

1.3.1.7 Photography

a. Photography of the Aircraft, Aircraft Parking Ramp or any security device or practices is strictly prohibited.

1.3.1.8 Restricted and Controlled Areas and Posted Sentries

a. Entering a “RESTRICTED AREA” (i.e. Aircraft Parking Ramp) or a

“CONTROLLED AREA” (i.e. aircraft hangars, marked facility, etc) without the permission of the Installation Commander is a CRIMINAL OFFENSE.

b. Posted Sentries are armed and have legal authority on the installation, much the same as a civilian police officer’s authority off-base.

1.3.1.9 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

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1.3.1.10 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours must consist of a period established by the

Contracting Officer, between 6:00 a.m. and 4:30 p.m., Monday through

Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 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.

1.3.4 Occupied and Existing Buildings

The Contractor shall be working in an existing building and around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material during the construction period.

Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

The Government will remove and relocate other Government property in the areas of the buildings scheduled to receive work.

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 paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK

OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, SECTION 01 11 00 Page PW\DEN001\669816 including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain. Obtain Installation's

Sanitary Sewer Connection Permit 2 weeks prior to connection and in accordance with Section 33 30 00 SANITARY SEWERS.

SECTION 01 22 00.00 10 Page 1 PW\DEN001\669816

1.1 REFERENCES

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM A615/A615M (2016) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete

Reinforcement

ASTM C127 (2015) Standard Test Method for Density, Relative Density (Specific Gravity), and

Absorption of Coarse Aggregate

ASTM C128 (2015) Standard Test Method for Density, Relative Density (Specific Gravity), and

Absorption of Fine Aggregate

1.2 SUBMITTALS

used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section

01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with

Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Weight Certificates

1.3 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING PROPOSAL 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.

SECTION 01 22 00.00 10 Page 2 PW\DEN001\669816

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause PAYMENT FOR MOBILIZATION AND

DEMOBILIZATION.

1.3.1.2 Unit of Measure

Unit of measure: Job.

1.3.2 Structure No. 1

1.3.2.1 Payment

Payment will be made for costs associated with operations necessary for construction of the structure at Station XX+XX.

1.3.2.2 Unit of Measure

1.3.3 Structure No. 2

1.3.3.1 Payment

Payment will be made for costs associated with operations necessary for construction of the structure at Station YY+YY.

1.3.3.2 Unit of Measure

1.4 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 PROPOSAL 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.

1.4.1 Excavation

1.4.1.1 Payment

Payment will be made for costs associated with excavation for the structure, which includes performing required excavation and other operations incidental thereto, Contractor-furnished disposal area(s) and disposition of excess excavated material and unsuitable and frozen materials.

1.4.1.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the

SECTION 01 22 00.00 10 Page 3 PW\DEN001\669816 removal of any material outside the required slope lines unless authorized.

1.4.1.3 Unit of Measure

Unit of measure: Cubic yard.

1.4.2 Riprap

1.4.2.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the stone protection as specified.

1.4.2.2 Measurement

Measure riprap for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum is rounded to the nearest whole ton. Weigh the riprap for payment on approved scales before being placed in the work. Quarry weights will not be accepted. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any riprap.

Scales will be checked and certified before riprap hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales.

Weigh riprap in the presence of the Government representative. The

Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.4.2.3 Unit of Measure

Unit of measure: Ton (2,000 pounds).

1.4.3 Deformed Steel Bars for Concrete Reinforcement

1.4.3.1 Payment

Payment will be made for costs associated with furnishing, transporting, delivering, and placing deformed steel bars for concrete reinforcement, which includes steel in laps as indicated or as required. No payment will be made for the additional steel in laps which are authorized for the convenience of the Contractor. No separate payment will be made for accessories; include payment in the contract unit price for the items of work to which the accessories are incidental.

1.4.3.2 Measurement

The measured lengths of deformed steel bars for concrete reinforcement will be converted to weights for the size of bars listed by the use of the nominal weights per lineal foot specified in ASTM A615/A615M.

1.4.3.3 Unit of Measure

Unit of measure: Per pound in place.

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1.4.4 Bituminous Base Course

1.4.4.1 Measurement

Bituminous Base Course will be measured for payment based upon the number of tons (2,000 pounds) of bituminous mixture used in the accepted work.

Weigh the bituminous mixture after mixing, no deductions will be made for the weight of bituminous material incorporated in the mix. Quantities of paving mixtures called for in bid schedule are based on aggregates having a specific gravity of 2.65 as determined according to apparent specific gravity paragraphs in ASTM C127 and ASTM C128. Correct the tonnage of bituminous base course mixtures to compensate for the difference in the tonnage of mixtures used in the project, when specific gravities of aggregates used are more than 2.70 and less than 2.60. The tonnage paid for is the number of tons used, proportionately corrected for specific gravities using 2.65 as the base correctional factor.

1.4.4.2 Unit of Measure

Unit of measure: Ton (2,000 pounds).

1.4.5 Bituminous Materials

1.4.5.1 Payment

Payment will be made for costs associated with bituminous materials.

1.4.5.2 Measurement

Bituminous materials will be measured for payment based upon the number of tons (2,000 pounds) of the material used in the accepted work.

1.4.5.3 Unit of Measure

Unit of measure: Tons (2,000 pounds).

1.5 CONTAMINATED SOIL REMOVAL

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING PROPOSAL SCHEDULE and described below. The unit price and payment made for each item listed must constitute 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.

1.5.1 Unit of Measure

Unit of measure: Cubic yard.

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to

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Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting

Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements

Manual used, a designation following the "G" designation identifies the office that will review the submittal for the Government.Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600 x 1200 x 24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting

Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

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1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 LIABILITY, during the entire period of performance under this contract. Provide other insurance coverage as required by Ohio law.

1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS

Accomplish all contract requirements of Section 02 82 13.00 10 ASBESTOS

ABATEMENT, assigned to the Private Qualified Person, Designated Competent

Person, directly with a first-tier subcontractor.

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.7.2 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.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10

QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.7.2.1 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.

1.7.3 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 ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

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1.8 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.

1.9 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter

Experts, the Installation, the Contractor and Subcontractors, and the

Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide additional information on the

Partnering Process and a list of key and optional personnel who should attend the Partnering meeting, at time of Pre-Construction Conference.

1.9.1 NOT USED

1.9.2 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and

Government personnel.

The Initial Partnering session should be a part of the Pre-Construction

Meeting. Partnering sessions will be held at a location agreed to by the

Contracting Officer and the Contractor (typically a conference room provided by the Base Resident Engineer office or the Contractor). The

Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the

Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to 6 month intervals.

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1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.

Multiple email addresses are not allowed.

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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SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Project Scheduler Qualifications; G

Preliminary Project Schedule; G

Initial Project Schedule; G

Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

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2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network.Computers and licenses will be returned at project completion.

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to

FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule.Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path

Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

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3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original

Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals

(individual activity for each).

b. Submission of mechanical/electrical/information systems layout drawings.

c. Long procurement activities.

d. Submission and approval of O & M…