Attachment 1 Specifications.pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

INVITATION FOR BID (IFB)

FLIGHT TEST APRON REPAIR, FY21

HILL AIR FORCE BASE, UTAH

RTA SUBMITTAL

PROJECT NO. 487672

SPECIFICATION NO. 2381

DRAWING FILE NO. 180-25-0982

REPAIR FLIGHT TEST APRON B5009 PHASE B 2381

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 23 AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 ASPHALT PAVING FOR AIRFIELDS

32 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 13 73.19 COMPRESSION CONCRETE PAVING JOINT SEALANT

32 17 23 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

DIVISION 34 - TRANSPORTATION

34 73 16 AIRFIELD GROUNDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

05/17

PART 1 GENERAL

1.1 REFERENCES

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.3 SUBMITTALS

1.4 SCRAP MATERIAL

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.7 GENERAL SAFETY REQUIREMENTS

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Temporary Power and Lighting

1.8.2 Construction Equipment

1.8.3 Circuit Protection

1.9 UTILITIES

1.10 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.11 EXCAVATION PERMITS

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 EQUIPMENT DATA FORM

1.14 SPECIAL CONSTRUCTION PROCEDURES

1.14.1 Cooperation with Others

1.14.2 Dust

1.14.3 Portable Facilities

1.14.4 Borrow Material

1.14.5 Storm Water Permitting:

1.14.6 Government Caused Delays

1.14.7 Occupancy

1.15 MANDATORY WORK STOPPAGES

1.16 TEMPORARY CONSTRUCTION RAMPS

1.17 SECURITY PROCEDURE

1.17.1 Security

1.17.1.1 Contractor Base Credentials:

1.17.2 Explosive Safety

1.17.3 Protection

1.17.4 Critical Delivery Process

1.18 MONTHLY SAFETY INSPECTION

1.19 AIRFIELD FOREIGN OBJECT DAMAGE (FOD)

1.20 AREAS OF RADAR RADIATION HAZARD

1.21 HAZARDOUS NOISE AREA

1.22 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.23 RED ZONE MEETING

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

SECTION 01 00 00 Page 1

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

ATTACHMENTS:

CESPK FORM 450

-- End of Section Table of Contents --

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

05/17

PART 1 GENERAL

1.1 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

ER 415-1-15 (1989) Construction Time Extensions for Weather

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

CESPK FORM 450 (1992) Contractor Equipment Data Sheet

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE Contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant Contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this Contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wct.army.mil/modules/employers/e1-hireOurSoldiers.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes

SECTION 01 00 00 Page 3 http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material https://www.dol.gov/veterans/Employer-Guide-to-Hire-Veterans-DEC-2017.pdf

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Temporary Power; G

Concrete Mix Design, Hot Mix Asphalt Job Mix Formula (JMF), Preliminary Proportion and Proportioning Studies and all information required by paragraphs entitled "Ready-mix Concrete" (Spec Section 03 30 53), "JMF Requirements" (Spec Section 32 12 15.13), and "Mixture Proportions" (Spec Section 32 13 14.13), are required to be reviewed by USACE Transportation Systems Center (TSC) in accordance with Engineer Regulation ER 1110-34-1, dated 31 October 2016.

SD-02 Shop Drawings

Drawings; G

SD-05 Design Data

Calculations; G

1.4 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this Contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the Contract price.

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the Contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the Contract. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish and any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

SECTION 01 00 00 Page 4

1.7 GENERAL SAFETY REQUIREMENTS

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1. Enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work to be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.8.2 Construction Equipment

In addition to the requirements of EM 385-1-1, all temporary wiring conductors installed for operation of construction tools and equipment must be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring to be secured above the ground or floor in a workmanlike manner and cannot present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.8.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70, all 15 and 20-ampere receptacle outlets used for obtaining power during construction are to have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws to be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70, except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets will have GFCI'S, and are to be properly grounded. Provide a testing means which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

1.9 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the drawings and not visible as to the date of this Contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, an equitable adjustment in the Contract price to be made pursuant to the Contract Clause CHANGES to cover the cost of any additional pertinent work or delay.

1.10 PLANNED UTILITY OUTAGES AND STREET CLOSURES

Power outages to be restricted to off-duty hours and weekends. Other utilities may be connected and streets closed during normal working hours with the outage duration and street closure as short as possible. All

SECTION 01 00 00 Page 5 outages and street closures are to be scheduled as far in advance as possible with the Contracting Officer and in no case less than 21 days before the outage or closure. Obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of utility outages or road closures for particular installations and the maximum time allowed for such outage. Strictly observe such schedules and will be held responsible for any violations.

1.11 EXCAVATION PERMITS

All excavation permits will be issued to the Contractor from the Base Civil Engineer (BCE) through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required by the BCE is 21 calendar days. Questions concerning the excavation permit should be directed to the Contracting Officer.

Protect all existing improvements and utilities at or near the work site, and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor.

Repair any damage to those facilities, including those that are the property of a third party, resulting from failure to obtain necessary permits and utility marking or failure to exercise reasonable care in performing the work. This includes irrigation lines and sprinkler components. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated in locations to be crossed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Hand digging may be required to locate utilities shown on the Contract drawings, Excavation Permit, or 3 feet on either side of locations identified by Base Maintenance Shops. For facilities that store munitions hand digging is required within 10 feet of the bldg to locate the existing grounding cable.

All excavation work within 15ft of a Questar high pressure natural gas distribution line will require Questar Gas technicians to be on-site during the excavation. Contractor to coordinate this through Blue Stakes.

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather. In order for the Contracting Officer to award a time extension under this clause, the following conditions are to be satisfied:

a. The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

SECTION 01 00 00 Page 6

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. Progress schedule to reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

STATE

UTAH

INSTALLATION/NOAA STATION

HILL AFB-FT DOUGLAS/OGDEN

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(22) (17) (13) (08) (05) (03) (01) (02) (03) (05) (12) (22)

c. Upon execution of the Notice to Proceed (NTP) and continuing throughout the Contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Refer to ER 415-1-15.

1.13 EQUIPMENT DATA FORM

In conjunction with paragraph, UAI 31.105-101 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, submit CESPK FORM 450 for all necessary equipment to perform work requiring adjustment of Contract price and must submit these forms with the modification proposals. A sample form is attached at the end of this Section.

1.14 SPECIAL CONSTRUCTION PROCEDURES

1.14.1 Cooperation with Others

During the life of this Contract, other Contractors will be performing operations in the general area where work under this Contract is being performed. The Contractor is to cooperate with others in all respects wherever necessary for the better prosecution of the work. As far as practicable, all persons working in the vicinity are to have equal rights to the use of all transportation facilities and grounds within the limitations specified in the CONTRACT CLAUSES, Section 00 70 00 CONDITIONS OF THE CONTRACT. The obligation of the Contractor under this Contract includes jointly planning and scheduling the work, on a cooperative basis, with other Contractors in order to minimize delays and interferences. The Contractor is to arrange operations as to not interfere with other work in progress. In case of dispute or disagreement regarding use of transportation and storage facilities and rights of access, the decision of the Contracting Officer will govern.

1.14.2 Dust

Control dust as the work proceeds, and not allowed to become a hazard or a

SECTION 01 00 00 Page 7 nuisance.

1.14.3 Portable Facilities

Toilet facilities are not available on site for Contractors use. Provide portable toilets for personnel.

1.14.4 Borrow Material

Borrow material is not available on base. Locally obtained borrow materials to conform to project specifications and any available.

1.14.5 Storm Water Permitting:

a. Obtain a Utah Pollutant Discharge Elimination System (UPDES) storm water permit if the project disturbs one or more acres of soil surface area. To obtain the permit submit a Notice of Intent (NOI), Pollution Prevention Plan and the required fee to the State of Utah, Department of Environmental, Quality Division of Water Quality. Contractor to submit and receive approval of the UPDES permit before starting construction.

b. Contractors with projects disturbing one or more acres of soil surface area will submit a sediment and erosion control plan to the project manager for subsequent review and approval by the Environmental Compliance Office (OO-ALC/EMC). The Contractor is to receive approval of the plan and implement approved best management practices before starting construction.

c. Contractors with projects more than one acre of soil surface area will submit a plan for permanent stabilization of disturbed area to the project manager for subsequent review and approval by the Environmental Compliance Office (OO-ALC/EMC). The Contractor is to receive approval of the plan and implement approved best management practices before Contract closeout. Best management practices are available at the following web sites:

https://www.epa.gov/npdes/national-menu-best-management-practices-bmps-stormwater#co https://www.epa.gov/npdes/national-menu-best-management-practices-bmps-stormwater#po

1.14.6 Government Caused Delays

Plan for Governemnt caused delays in work schedule as follows; Allow for 5 calendar days where the Contractor's construction activity is prohibited by Air Force Exercises or similar military events. Allow for 21 calendar days where excavation, utility outages, road closures, or other subsurface requested activities may be prevented. (Other construction activities will be permitted to continue.) Government will provide 24 hour notification each time the Government caused delays mentioned above are invoked. No additional time will be granted for delays falling within those limits.

Normal duty hours for work are 0730 to 1600 hours exclusive of Saturdays, Sundays, and holidays unless other times are approved by the Contracting Officer, or otherwise stated in the Contract. Coordinate the work schedule with the Contracting Officer.

1.14.7 Occupancy

Building will not be occupied during the construction performance of work under this Contract unless expressly stated otherwise in writing from the

SECTION 01 00 00 Page 8

Contracting Officer.

Property Damage

In addition to FAR 52.236-9 conduct all operations in such a manner as to prevent injury or damage to Government property and any portions of the existing work which are to remain. This requirement is not limited to just the project site but includes landscaping, curbs, pavements, and utilities adjacent to the site as well as along routes to and from the site. Where any ambiguity exists the Contractor to request clarification from the Contracting Officer before beginning work.

Make repairs to or replace portions of existing work that is damaged or altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work is to be in a condition equal to or better than that which existed before new work started.

In the event the Contractor fails or refuses to make satisfactory repairs or replacements to property damaged by the Contractor under this Contract the Government will have the repairs made and charge the cost to the Contractor.

1.15 MANDATORY WORK STOPPAGES

Mandatory work stoppages will be required during the following events:

a. C-130 Aircraft movements in and out of Hangar 206

(1) During the cousre of construction, C-130 Aircraft are scheduled to be towed into and out of Hangar 206. The contractor will be provided with a minimum 30 days notice prior to any aircraft movements through the construction area.

(2) The contractor shall provide vertical and horizontal clearance of all equipment and materials within aircraft towpath during all aircraft tows.

(3) If a hard pavement surface is not present that allows for a C-130 aircraft to be towed into Hangar 206, the contractor must design and construct a temporary unpaved access road or ramp to allow for the aircraft to be towed into Hangar 206.

1.16 TEMPORARY CONSTRUCTION RAMPS

During construction aircraft C-130 access to hangar 206 are anticipated.

In order for the 133-ft-wide C-130 aircraft to be towed in and out of the hangar in the event that new concrete pavements have not been completed, a temporary unpaved access road and ramp will need to be constructed.

Submit drawings and calculations, certified by a utah licensed professional engineer with 3 years of relevant geotechnical experience in airfield design and the utah great salt lake region, describing the methods for the temporary unpaved access road and ramp system. Drawings must include material sizes and types and the sequence and method of installation and removal. Calculations must include data and references used.

Subsurface information including boring logs and laboratory test results are included in the specification section 31 00 00 as part of the

SECTION 01 00 00 Page 9 construction documents. The specifications of the C-130J C-130J-30 Hercules aircraft will be available upon request. Contractor must submit the temporary unpaved access road and ramp design, including material gradation, and subgrade CBR test results in accordance with specification section 01 33 00 - Submittal Procedures, a minimum of 30 days prior to starting work.

(1) The unpaved aircraft towing road must be designed using the latest version of the pavement-transportation computer assisted structural engineering (pcase) software available from the tri-service transportation website as shown below:

https://transportation.erdc.dren.mil/pcase/software.aspx

(2) The slope of the ramp must not be steeper than 1 vertical to 15 horizontal ratio in the direction of aircraft travel. The design must demonstrate that all parts of the aircraft (nose, tail, and wings) are clear from the ground and the hangar structure during the towing operation.

(3) The design must also include slope stability analyses to ensure the ramp can provide stability against failure during the towing operation.

(4) Temporary road and ramp must be constructed using the same type of aggregate base course material as shown in paragraphs under “part 2 – products” of the specification section 32 11 23 compacted to at least 95% of the laboratory maximum density.

The thickness of the base course specified in the design of the access road and ramps must be no less than 6". Prior to trafficking the ramps, the contractor must proof load, with a full water truck or loaded dump truck, the ramps to id any unstable areas. If unstable areas exist the base will provide and place AM-2 mat over the areas to allow for transit of aircraft and tow vehicles. The base is responsible for towing the aircraft and removing the AM-2 if used.

1.17 SECURITY PROCEDURE

1.17.1 Security

Obtain entrance passes for construction vehicles, coordinate with Contracting Officer and Base Pass & Control Office.

Generate a list must by the Prime Contractor of all employees that will be working at the site. Submit the list to Security Forces at least 14 days before construction begins for background checks. Individuals on the list, who have been cleared by Security Forces, may be granted entry through the gate if escorted by a fully authorized sponsor. No personnel may be permitted to work on the site unless they are actually constructing the site (i.e. no administrative secretaries will be allowed). Employees without badges found unescorted outside of the construction site boundaries, but within the security gated area will be subjected for removal from the project site.

1.17.1.1 Contractor Base Credentials:

(1) To obtain base identification passes for Contractor personnel the Prime Contractor is to submit a written request on company letterhead

SECTION 01 00 00 Page 10 stationary, if available, to the Contracting Officer specifying the following:

a. Contract number.

b. Location of the work.

c. Date entry to the base required and contemplated termination date of entry.

d. Names of Contractor and subcontractor employee requiring access to the base.

e. The name of the individual who will submit the Request of Identification Credentials for each employee for who identification credentials are needed.

(2) The Contracting Officer will:

a. Endorse the request.

b. Attach a copy of the Contract cover page and any other pages that provide performance information, such as the need for and duration of access to the work site.

c. Forward this request to the Security Forces, Pass and Registration Office of the installation where the work is to be performed.

d. Provide blank Application For AFMC Identification Card, AFMC Form 496 and Unescorted Entry Authorization Certificate, AF Form 2586 to the Prime Contractor.

(3) The Prime Contractor is required to complete and submit AFMC Form 496, for each of the firm's employees and for each subcontractor employee who has access to the installation. For contracts, 90 days or less Contractor employees will be issued an AF Form 75 unless the work is in a controlled or restricted area. For contracts in a controlled or restricted area or greater than 90 days an AFMC Form 387 will be issued.

(4) The Contractor is required to provide a list of all employees and subcontractor employees that will access the Free Zone on a continual basis. This list will be used for back ground checks for acceptability in the controlled area. The list will need to have each employees first and last names, middle initial, birthdate, a state identification number (driver's license number) and location of birth. No foreign Nationals will be allowed In MAMS 1. This list will be investigated one time as it takes considerable resources to complete investigations for the amount of individuals that will be required for the project.

Government recommends that all personnel for this project be submitted at least 4 weeks prior to scheduled construction activities. All Contractor personnel including subcontractors to attend the Explosive Safety Briefing if applicable. An Explosive Safety Awareness Statement signed by those requesting access is required. The Weapon Safety Monitor will provide the Contracting Officer copies of the awareness statements. Request AF Form 75, Visitor/Vehicle Pass or DD Form 2220, DoD Registered Vehicle, for vehicle decals. To obtain the vehicle decal from the Security Forces, Pass and Registration Office, the Contractor must produce:

SECTION 01 00 00 Page 11

a. A valid driver's license.

b. Proof of financial responsibility of insurance, which meets the minimum requirements of the Contract clause, entitled "Required Insurance."

c. Current vehicle registration.

d. Proof of Davis County emissions certification if the vehicle is not registered in a county within the State of Utah, which requires emissions testing.

(5) Follow the guidance in AFI 31-101, The Installation Security Program, when work under this Contract requires entry to controlled areas.

Refer to the Free Zone Requirements in Section 01 10 10 SPECIFIC

TECHNICAL ENGINEERING AND DESIGN CRITERIA.

(6) When Contract performance requires unescorted entry (no access to classified information) to a "Restricted Area" on a military installation, Contractor personnel requiring unescorted entry to meet the investigative requirements of AFI 31-501, USAF Personnel Security Program. Contractor employees not meeting these requirements will be provided escort as determined by the Contracting Officer in coordination with the Chief, Security Forces Division of the military installation involved.

(7) Any non-US citizen not in possession of a "Green Card" will not be allowed access on base without the Contracting Officer first clearing the employee through the Foreign Disclosure Office OO-ALC/LGMS, Bldg 1209, 777-6857 or 777-6858.

(8) Contractor employees, at all times while on a military installation, to wear visible contractor-provided identification either as a part of, or attached to, their outer clothing. The identification to clearly identify the individual as being a Contractor employee.

(9) During performance of the Contract, the Contractor is responsible for obtaining required identification for newly assigned personnel, and for prompt return of credentials and vehicle registration decals to the Security Forces, Pass and Registration Office, for any employee who no longer requires access to the work site.

(10) At the termination or completion of the Contract, or upon the expiration of credentials (if any such expirations are specified), the Contractor must be sure that all base identification credentials and vehicle registration decals for all Contractor and subcontractor employees are returned to the Contracting Officer.

(11) Prior to submitting an invoice for final payment, the Prime Contractor is to obtain a clearance certification from the Contracting Officer which states that all base identification credentials and vehicle decals have been returned or "accounted for." This certification is to be attached to the final invoice at the time of submittal for payment.

Failure to comply with these requirements will result in withholding final payment.

(12) If it becomes necessary for the Contractor to enter any unmanned base entry gate, they are to first contact 75 SFS/SFO at 777-5531. If the Contractor assumes custody or control of a particular gate they will

SECTION 01 00 00 Page 12 insure:

a. Only cleared Contractor personnel for that respective project gain access to the base through that gate.

b. Lock and Key Control will be established in such a manner as to clearly define an audit trail of who have keys to the gates and the times the gates are opened and closed, 24 hours a day.

1.17.2 Explosive Safety

(1) Contractor will be required to attend an initial explosive safety briefing. The class is conducted every Monday @ 2:30 P.M. in Bldg 383, Room 227. No sign up is needed.

(2) Smoking by any personnel is not permitted within the explosive area or free zone.

(3) Any open flame or welding requires a permit from wing safety and fire dept.

(4) All personnel to follow posted speed limits, and are not to stray outside of the established free zone.

(5) No cameras or picture taking is permitted.

(6) Contractor and his personnel, are to maintain a clean/combustion free worksite.

1.17.3 Protection

Protection to Contractor personnel or their equipment cannot be provided by the Government at the worksites nor at the travel routes to/from the worksites.

1.17.4 Critical Delivery Process

The end using agency will provide escorts for concrete trucks and pumps.

The Contractor will provide a request to the Contracting Officer and Air Force no sooner than 3 business days prior to special delivery and will provide the times and amounts of trucks so that proper escorting can be planned and provided for these critical deliveries

1.18 MONTHLY SAFETY INSPECTION

A monthly on-site inspection will be made by the insurance carriers of the prime and subcontractors. The Contractor's safety program will be reviewed and a meeting will be held with the Contracting Officer's Representative to discuss the job-site safety. A written report will be made by the Contractor stating the results of the inspection and the action taken.

1.19 AIRFIELD FOREIGN OBJECT DAMAGE (FOD)

a. Clean up:

Contractor is responsible for the cleanliness of his work areas at all times during his Contract performance. This includes but is not limited to immediate clean-up of any material that may spread onto aircraft taxiways, aprons, ramps and pads. Provide a pavement

SECTION 01 00 00 Page 13 vacuum/sweeper at the project site at all times during his performance. Every time any haul vehicles cross the taxiways, aprons, ramps and pads, the area is to be cleaned by the pavement vacuum/sweeper immediately. Be responsible for repair or replacement of any foreign object damages to the aircrafts or components of the aircrafts resulting from his negligence.

1.20 AREAS OF RADAR RADIATION HAZARD

The work under this Contract is to be performed in, or in the vicinity of, areas that may be hazardous at times due to radar radiation. Construction activities and Contractor's personnel cannot be allowed within such areas without prior arrangement with and the approval of the Contracting Officer. Maintain a close working relationship with the Contracting Officer's representative and govern his activities within such areas as said representative may arrange with operating personnel of the Air Force.

1.21 HAZARDOUS NOISE AREA

Work area for this Contract is located within a high noise area and can be hazardous to the human ear. Provide adequate ear protection as may be required for Contractor's personnel at the job site.

1.22 COLOR SCHEME FOR CONTRACTOR FACILITIES

a. All Contractor storage and operational facilities including temporary structures, signs and fencing, that remain at the site are to be compatible with the color scheme used on the project signs as directed by the Contracting Officer.

1.23 RED ZONE MEETING

Approximately 42 days prior to anticipated furniture installation and anticipated Beneficial Occupancy Date (BOD), the Contractor and the Government's project delivery team will conduct the Red Zone Meeting to discuss the close-out process, and to schedule the events and review responsibilities for actions necessary to produce a timely physical and fiscal project close-out.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction conference that contains the materials specifed in SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide five conformed hard copy sets reproduced from the PDF Contract Documents provided by the Contracting Officer at the time of award. The hard copy drawings must be two sets of ANSI D (22" x 34")and three sets of half size (11" x 17") 3-hole punched and bound with metal posts. The five sets of specifications must be standard letter (8-1/2" x 11") 3-hole punched and bound with metal posts. Submit these documents within 5 work days of the receipt of the AWARD documents from the Government.

SECTION 01 00 00 Page 14

-- End of Section --

SECTION 01 00 00 Page 15

CONTRACTOR EQUIPMENT DATA SHEET

(Data to be furnished by Contractor for all equipment to be used on modifications as required under the Special Provisions of the Contract.)

DATE

CONTRACTOR CONTRACT NUMBER

1. EQUIPMENT DESCRIPTION

2. MODEL AND SERIES

3. YEAR PURCHASED

4. PURCHASE PRICE AT YEAR PURCHASED

5. LIST PRICE, YEAR OF MANUFACTURE

6. YEAR MANUFACTURED

7. EQUIPMENT HORSEPOWER

8. CARRIER HORSEPOWER

9. FUEL TYPE

10. SHIPPING WEIGHT

11. TIRE SIZE: FRONT - ______________________ DRIVE - _______________________ TRAILING - _______________________

REMARKS:

CESPK FORM 450 1 SEP 92 (Edition of Apr 84 will be used) FormFlow 2.2, ver 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Schedule Status Reports

3.1.2 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

SECTION 01 32 01 Page 1

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

3.3.19 Anticipated Adverse Weather

3.3.20 Early Completion Schedule and the Right to Finish Early

3.4 CONTRACTS WITH MULTIPLE BUILDINGS/FACILITIES

3.5 PROJECT SCHEDULE SUBMISSIONS

3.5.1 Preliminary Project Schedule Submission

3.5.2 Initial Project Schedule Submission

3.5.3 Periodic Schedule Updates

3.6 SUBMISSION REQUIREMENTS

3.6.1 Data Optical Discs

3.6.2 Narrative Report

3.6.3 Schedule Reports

3.6.3.1 Activity Report

3.6.3.2 Logic Report

3.6.3.3 Total Float Report

3.6.3.4 Earnings Report by CLIN

3.6.3.5 Schedule Log

3.6.4 Network Diagram

3.6.4.1 Continuous Flow

3.6.4.2 Project Milestone Dates

3.6.4.3 Critical Path

3.6.4.4 Banding

3.6.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.7 PERIODIC SCHEDULE UPDATE

3.7.1 Periodic Schedule Update Meetings

3.7.2 Update Submission Following Progress Meeting

3.8 WEEKLY PROGRESS MEETINGS

3.9 REQUESTS FOR TIME EXTENSIONS

3.9.1 Justification of Delay

3.9.2 Submission Requirements

3.9.3 Time Impact Analysis (Prospective Analysis)

3.9.4 Forensic Schedule Analysis (Retrospective Analysis)

3.9.5 Fragmentary Network (Fragnet)

3.9.6 Time Extension

3.9.7 Impact to Early Completion Schedule

3.10 FAILURE TO ACHIEVE PROGRESS

3.10.1 Artificially Improving Progress

3.10.2 Failure to Perform

3.10.3 Recovery Schedule

3.11 OWNERSHIP OF FLOAT

3.12 TRANSFER OF SCHEDULE DATA INTO RMS CM

3.13 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01 Page 2

SECTION 01 32 01

PROJECT SCHEDULE

02/15

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.

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G

Bar Chart Schedule

Project Schedule; G

Preliminary Project Schedule; G

Initial Project Schedule; G

Data Optical Discs

Periodic Schedule Update; G

Justification of Delay; G

Time Impact Analysis; G

Forensic Schedule Analysis; G

Schedule Status Report; G

SECTION 01 32 01 Page 3

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 to 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 to have a comprehensive knowledge of CPM scheduling principles and application. The authorized representative must be on the job site full-time, with no other duties.

PART 2 PRODUCTS

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. Save all files in the Primavera PM XER format.

2.1.2 Contractor Software

Scheduling software used by the Contractor to 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 to 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 software other than Primavera P6 is used, 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.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, Schedules 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 to actively participate in its development. Subcontractors and suppliers working on the project to 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)

SECTION 01 32 01 Page 4 of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.1.1 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.2 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer to be grounds for a determination, by the Contracting Officer, that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the Contract.

Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the Contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

The approved Project Schedule is the basis for determining Contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer to evaluate Contract earned value for the purposes of payment.

Failure to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates. The aggregate value of all activities coded to a Contract Line Item Number (CLIN) to equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading to 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.

SECTION 01 32 01 Page 5

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 are to 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, review and acceptance of features require design completion.

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

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

h. Submission and approval of testing and air balance (TAB).

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the Contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent Contract completion.

SECTION 01 32 01 Page 6

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements. Show Government approval of shop drawings activities with at least the minimum duration allowed by the Contract. Failure to provide reasonable durations in the schedule for Government activities does not establish or change the Government's review or approval path periods and the durations established for Government's activities are subject to approval by the Contracting Officer.

Allow 60 calendar days total duration prior to current Contract completion date for the following activities. Refer to Section 01 45 00 QUALITY CONTROL. Include and properly schedule the following critical tasks:

a. Submission of Contractor Quality Control (CQC) for all mechanical/electrical/information systems tests.

b. Government QA for all mechanical systems acceptance/operational tests.

c. Government QA for all electrical systems acceptance/operational tests.

d. CQC completion inspection of the entire project.

e. Contractor works off CQC punchlist.

f. Prefinal inspection performed when the facility is completed such that it can be used for it intended function, as determined by the Contracting Officer.

g. Contractor works off prefinal punchlist.

h. Final/acceptance inspection of the entire project.

SECTION 01 32 01 Page 7

i. Contractor works off final punchlist.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11. This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the RMS CM web site:

http://rms.usace.army.mil.

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer.