FAFB_SERE_Pipeline_Dorm_SPECS_-_09_Aug_2018.pdf

FY17 SERE Pipeline Dormitory (150 rm) 17015 Fairchild AFB, WA W912DW18R0019

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS (Fairchild AFB)

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 23 00 ALTERNATES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 33 39.00 27 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 62 35 RECYCLED/RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00.00 27 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

PROJECT TABLE OF CONTENTS Page 1

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 26 FLUID-APPLIED VAPOR PERMEABLE AIR/MOISTURE BARRIER

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL PANELS

07 72 50 FALL PROTECTION ANCHORS (PERMANENT)

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

07 95 13 EXPANSION (SEISMIC) JOINT COVER ASSEMBLIES

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL AND DOOR LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC AND PORCELAIN TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 66 16 TERRAZZO FLOOR TILE

09 68 00 CARPETING

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 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 22 00 CURTAINS AND DRAPES

12 24 13 ROLLER WINDOW SHADES

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 50 00.13 10 FURNITURE, FIXTURES, AND EQUIPMENT (FF&E) REQUIREMENTS

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

PROJECT TABLE OF CONTENTS Page 2

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 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 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 54 16.00 10 HEATING SYSTEM, GAS-FIRED HEATERS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 13.10 30 ADVANCED UTILITY METERS

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 21 33 WIRELESS ACCESS POINTS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 20 SUBBASE COURSE

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

PROJECT TABLE OF CONTENTS Page 3

32 15 00 AGGREGATE SURFACING

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00.00 50 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes construction of a 3-story training student dormitory with reinforced concrete foundations/slabs, steel frame, brick veneer exterior walls, and standing seam metal roof, complete with A/C system, parking, walkways, laundry, storage, assembly, and communications and supporting site utilities as shown on the plans and specifications. Base bid items include construction of two wings, including 117 student dormitory rooms, totaling approximately 66,000 square feet. Scope includes any incidental related work.

Bid Option #0006, All work for construction of Optional Wing provides for construction of a third wing, including another 33 student dormitory rooms, increasing the total to approximately 79,437 square feet. Please refer to Section 01 23 00 ALTERNATES for additional information related to Bid Option #0006.

1.1.2 Location

The work is located at Fairchild Air Force Base, near Spokane Washington, approximately as indicated. The exact location will be shown by the Contracting Officer. Please refer to the drawings for project location on Fairchild AFB and specification section 01 14 00 WORK RESTRICTIONS (Fairchild AFB) for additional information.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS (Fairchild AFB)

PART 1 GENERAL

1.1 WORK HOURS

1.2 UTILITY OUTAGES

1.3 COORDINATION AND ACCESS TO SITE

1.3.1 Keys

1.3.1.1 Lost Keys

1.3.2 Temporary Contractor Badges

1.3.2.1 Valid Forms of Identification (REAL ID)

1.3.2.2 FAFBI Form 225

1.3.2.3 Entry to Installation

1.3.2.4 Deliveries

1.3.2.5 Main Gate Parking

1.4 REQUIRED PERMITS

1.4.1 Work Clearance Permits (FAFB Form 103)

1.4.2 Excavation Limits

1.4.3 Locating Utilities

1.5 Road Closures

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS (Fairchild AFB)

PART 1 GENERAL

1.1 WORK HOURS

Work hours in the construction area with or without escorts will be restricted to 7:30 a.m. to 4:30 p.m. daily, Monday through Friday, excluding holidays. If the Contractor desires to work during periods other than above, additional Government inspection forces may be required.

Notify the Contracting Officer three working days in advance of intention to work during other periods to allow assignment of additional inspection forces when the Contracting Officer determines they are reasonably available. If such force is reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than normal hours/days, however, if inspectors are required to perform in excess of their normal hours/days solely for the benefit of the Contractor, the actual cost of inspection at overtime rates will be charged to the Contractor. These adjustments to the contract price may be made periodically as directed by the Contracting Officer.

1.2 UTILITY OUTAGES

Provide written notice of utility outages to the Contracting Officer at least 14 days in advance. Outages shall be kept to a minimum and any one outage shall not last more than 2 hours, unless a longer time is approved by the Contracting Officer.

1.3 COORDINATION AND ACCESS TO SITE

Security requirements and procedures shall be coordinated with the 92d Security Police Squadron, Fairchild AFB through the Contracting Officer.

Activities of the Contractor and the Contractor's employees and subcontractors and their employees while on the base, shall be conducted in accordance with base regulations, including those of the fire marshal, as well as security directives. This includes, but is not limited to, obtaining an excavation permit before any digging and giving way to alert vehicles during alerts if located on a marked alert route. A program shall be developed to ensure that authorized persons who routinely work in the security areas are briefed thoroughly on control methods and actions to take to enforce control. Follow-up briefings shall be given to all personnel throughout the Contract period.

a. Daily entry onto and exit from the base may be delayed up to an average of 15 minutes depending upon the Government security threat condition (typically hands-on identification checks and random vehicle searches). Construction vehicle access for deliveries (includes equipment) is restricted to the Rambo Road Gate. Normal Contractor vehicles (pick-up trucks and cars) shall enter and exit through the Main Gate.

b. Fairchild AFB is considered a controlled area. Contractor personnel may be required to leave any Fairchild AFB area(s) or stop working and relocate within the area during Air Force inspections and exercises.

If personnel are already in the area(s), they may be allowed to

SECTION 01 14 00 Page 2 relocate or may be required to exit the area(s) entirely. These actions may occur six times during a given year. During certain actual exercises and investigations, Contractor personnel will be under increased surveillance, although they are not working near the area affected. If the Contractor personnel are involved in the investigation, these personnel, along with their supervisor, will be controlled. The remaining personnel may continue with their work.

1.3.1 Keys

When keys are required for access to facilities on this contract, they shall be obtained through the Contracting Officer. The Contractor shall be responsible for Government-owned keys issued for access to facilities or areas pertinent to this contract. Upon completion of the work in an area, or upon request of the Contracting Officer, the key or keys relevant to the completed areas shall be returned.

1.3.1.1 Lost Keys

Should The Contractor loose a key:

a. the Contracting Officer shall be notified, in writing, within three (3) working days after the loss is discovered and;

b. should the key not be found before final acceptance, the final contract payment shall be reduced by $100 for each key not returned.

1.3.2 Temporary Contractor Badges

1.3.2.1 Valid Forms of Identification (REAL ID)

Acceptable identity verification documents for presentation with standard driver's license from states not in compliance with real id act to obtain a visitor pass:

DoD Uniformed Services Identification and Privileges Cards

U.S. Passport or U.S. Passport Card

VA Issued Health Card

Permanent resident card or Alien Registration Receipt Card (INS Form I-551)

Foreign passport with a temporary I-551 stamp, or temporary I-551 printed notation on a machine readable immigrant visa.

Foreign passport with a current arrival-departure record, or foreign passport with INS Form I-94/I-94A bearing the same names as the passport and containing an endorsement of the alien's non-immigrant status, if that status authorizes the alien to work for an employer.

Employment authorization document that contains a photograph (INS Form I-766).

US Refugee Travel Document I-327 and I-571 issued by DHS and containing a photograph.

Employee Identification Card issued by a federal, state, or local

SECTION 01 14 00 Page 3 government agency, provided it contains a photograph and biometric information such as name, DOB, gender, height, eye color, and/or address.

U.S. Coast Guard Merchant Mariner Card

Transportation Worker ID Card (TWIC) issued by DHS.

Native American tribal document

U.S. Government issued and authenticated Federal PIV credentials.

For personnel 17 and under, a school identification card with a photograph.

US Military or Draft Record containing name and DOB.

1.3.2.2 FAFBI Form 225

All contractor employees required to enter FAFB in the performance of this contract must first be issued a FAFBI Form 225 Contractor Badge for identification purposes. This identification must be readily accessible at all times within the confines of FAFB. If an employee is dismissed from employment, resigns, or if there is no longer a contractual requirement for the employee to enter FAFB, the Contractor's Project Manager or alternate shall ensure that the FAFBI Form 225 and any other identification, i.e.

vehicle passes, issued to the employee are expeditiously returned to the Contracting Officer prior to final payment. If all identification is not provided, a portion of the final payment (to be determined by the Contracting Officer) shall be withheld pending its submission.

a. At the Preconstruction Conference, the contractor will be issued sufficient blank applications for issuance of FAFBI Form 225. These applications are to be completed by typewriter or legibly in ink.

Attach a front and back copy of your state drivers license to the application. The applications, when completed, shall be hand carried to the Contracting Officer for signature. After signature by the Contracting officer (or representative thereof), contractor employees shall hand carry the applications to the Security Forces Administration and Reports Branch (92 MSG/SFA), Bldg. 2071, FAFB. The Administration and Reports Branch will process the applications as follows:

Non-Flightline Passes, three (3) workdays; Flightline Passes, five (5) working days. Upon processing, the Administration and Reports Branch will forward the pass application to the Security Forces Pass and Identification Section (92 MSG/SFOXI) to accomplish photographs of contractor personnel and issuance of the FAFBI Form 225.

b. Contractor identification cards will be issued for the performance period of the contract only, or for 1 year, whichever is the shorter period of time. Passes for contractor personnel where the performance period extends beyond 1 year, or where the contract is extended beyond the original scheduled completion date, will have to be reissued.

Procedures for reissue will be the same for the original issue.

c. Contractor personnel will be made aware by the Contracting Officer and the contractor's project manager of the necessity for safeguarding identification cards issued and the requirement for reporting any identification cards lost.

SECTION 01 14 00 Page 4

d. The 92 Security Forces Squadron (92 SFS) no longer issues temporary five-day passes while personnel are awaiting the completion of background checks required for permanent passes. The 92 SFS will not issue a permanent pass until completion of the applicant's background check.

(1) Personnel requesting passes during a verifiable weekend or after-hours emergency situation will receive a temporary pass for a limited time frame (i.e. 1700/Friday until 0800/Monday). The 92 SFS will issue these passes only after the completion of the required background check.

(2) When processing is completed, the form will be forwarded to Pass and Registration where the applicant will appear, in person, to have the pass issued.

1.3.2.3 Entry to Installation

SFS installation entry controllers will check all contractor personnel for their pass during installation entry.

a. If Contractor personnel do not have their pass with them, 92 SFS personnel will direct the contractor to Pass and Registration in order to verify issuance of a pass. If the Contractor has a valid pass issued, they may proceed onto the installation. Pass and Registration personnel will confirm pass status with the entry controller.

b. Rambo Road gate entry controllers will direct contractor personnel without passes to Pass and Registration for pass verification.

c. Personnel who do not have a pass issued will not be allowed to enter the installation until 92 SFS issues a permanent pass.

1.3.2.4 Deliveries

Commercial and company vehicles will be allowed access to the base, provided company emblems are attached to the sides of the vehicles and operators present required identification credentials as described herein.

a. Contractors are allowed to identify, in writing to the Contracting Office, up to 3 on-site superintendents who may vouch 1 day deliveries and services to a job site. The Superintendent must proceed to the gate and escort the delivery to and from the work site. All other short duration personnel must be vouched on by the Contracting Office.

Contractors must provide written notification to the appropriate Contracting Officer of any "temporary" personnel who require access to Fairchild. The notification must include the name, social security number and driver's license or state identification number of the temporary worker. It must also state how long the worker will require access to the base.

b. Vendors and delivery vehicles: For vendors and personnel driving delivery vehicles, furnish rosters to the Contracting Officer and Police Services Superintendent 48 hours in advance of required access to the base if there are no designated superintendents for vouching authority.

c. When time does not permit, contact the Police Services Superintendent's office at (509) 247-5988 with the name of the delivery vehicle driver, SECTION 01 14 00 Page 5 name of company, and approximately what time, date, and number of vehicles that require entry to the base. In addition, provide the Police Services Superintendent with a telephone call back number for verification of the delivery information provided.

1.3.2.5 Main Gate Parking

Contractors are reminded that vehicles can not be left parked at the Front (Main) Gate area. This area is 30 minute parking only. If you have employees who can not drive on base (lack of insurance, registration, suspended license, etc.) they must park at an off-base location and ride with another employee.

1.4 REQUIRED PERMITS

1.4.1 Work Clearance Permits (FAFB Form 103)

The Contractor, in coordination with the 92d Civil Engineer Squadron Construction Manager, shall obtain an approved FAFB Form 103, Base Civil Engineering Work Clearance Request, in accordance with FAFBI 32-1001, Preparing Base Civil Engineering Work Clearance Request, prior to beginning construction. The request for a Work Clearance Permit shall be submitted by the Contractor at least two weeks prior to beginning physical construction. The submittal shall include a Contractor-initiated FAFB Form 103 prepared in accordance with FAFBI 32-1001. Submittal/ processing the FAFB Form 103 shall be in accordance with FAFBI 32-1001. The Government will require ten (10) work days for final processing the FAFB Form 103.

Schedule permit request submittal accordingly.

1.4.2 Excavation Limits

The submittal shall be made only after the Contractor has clearly marked the limits of all proposed excavations. Marking shall be in accordance with the American Public Works Association Uniform Color Code as adopted by the Washington State Utilities Coordinating Council (see http://www.wucc.org/colorcodes.html).

1.4.3 Locating Utilities

Upon receipt of the Base Civil Engineering Work Clearance Request, the Government will complete the remainder of the form. As part of the FAFB Form 103 approval process, the Government will locate and mark underground utilities within the limits of the proposed excavations (all Government locates shall be assumed to be accurate within plus or minus 24 inches of the actual utility (see http://www.wucc.org/tolerance.html for tolerance/hand dig zone). Note that in some instances the locating agency will provide a phone number for the Contractor to call to schedule specific locates. Once the Government marks existing utilities, the Contractor is responsible for maintaining the marks. The Contractor will be charged a fee if existing utilities must be remarked because the Contractor failed to maintain Government markings.

1.5 Road Closures

Any traffic diversions or road closures will be coordinated through the Contracting Officer with the 92 SFS/SFO, Bldg 2071, and the Base Fire Department 92 CES/CEF, 5 days prior to the diversion or closure. All activities of the Contractor and his employees and subcontractors and their employees while on base shall be conducted in strict accordance with all

SECTION 01 14 00 Page 6 base regulations, including those of the Fire Marshall as well as security directives.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 MEASUREMENT GUIDELINES

1.2.1 Job Items

1.3 BASE ITEMS

1.3.1 Item #0001

1.3.2 Item #0002

1.3.3 Item #0003

1.3.4 Item #0004

1.3.5 Item #0005

1.4 OPTIONAL ITEMS

1.4.1 Item #0006

1.4.2 Item #0007

1.4.3 Item #0008

1.4.4 Item #0009

1.5 PROGRESS PAYMENT INVOICE

1.6 COMPLIANCE WITH CONSTRUCTION WAGE RATE REQUIREMENTS

1.6.1 Contractor POC

1.6.2 Responsibilities

1.6.3 Certification

1.7 PROPOSED PROJECT MODIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00.00 10 Page 1

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

Payment items for the work of this Contract for which payments will be made are listed in the bid schedule and described below. The Contract price for each item shall constitute full compensation for furnishing all plant, labor, materials, appurtenances, and incidentals and performing all operations necessary to construct and complete the items in accordance with these specifications and the applicable drawings, including surveying performed by the Contractor. The Contractor shall be responsible for transporting and disposal of all construction waste off-site.

All costs for items of work, which are not specifically mentioned to be included in a particular payment item, shall be included in the listed job item most closely associated with the work involved. Work paid for under one item will not be paid for under any other item. No separate payment will be made for the work, services, or operations required by the Contractor, as specified in DIVISION 1, GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work. No payment will be made for repair of damage resulting from Contractor operations.

1.2 MEASUREMENT GUIDELINES

1.2.1 Job Items

Items measured as a "job" will be measured for payment as a complete job in the locations indicated. Unless the payment item paragraph makes a specific exception of any item, incidental items will not be measured under any other item even though there is another listing for the work or material.

1.3 BASE ITEMS

1.3.1 Item #0001

Payment will be made at the contract job price for Item #0001: All work for construction of SERE Pipeline Dormitory including all associated site work within 5-feet of the building. Payment shall constitute full compensation for this item, complete.

1.3.2 Item #0002

Payment will be made at the contract job price for Item #0002: All work for site preparation including demolition and construction of site work, site utilities, and all other improvements from the construction limits to 5-feet from the building. Payment shall constitute full compensation for this item, complete.

1.3.3 Item #0003

Payment will be made at the contract job price for Item #0003: All work for O&M Manuals as specified in Section 01 78 23 OPERATIONS AND MAINTENANCE

SECTION 01 22 00.00 10 Page 2

DATA from preparation to final approval. Payment shall constitute full compensation for this item, complete.

1.3.4 Item #0004

Payment will be made at the contract job price for Item #0004: All work for As-Built Drawings as specified in Section 01 78 00.00 27 CLOSEOUT SUBMITTALS from preparation to final approval. Payment shall constitute full compensation for this item, complete.

1.3.5 Item #0005

Payment will be made at the contract job price for Item #0005: All work for DD 1354 as specified in Section 01 78 00.00 27 CLOSEOUT SUBMITTALS from preparation to final approval. Payment shall constitute full compensation for this item, complete.

1.4 OPTIONAL ITEMS

1.4.1 Item #0006

Payment will be made at the Contract job price for Item #0006: All work for construction of Optional Wing. Payment shall constitute full compensation for this item, complete. Please refer to Section 01 23 00 ALTERNATES for additional information.

1.4.2 Item #0007

Payment will be made at the Contract job price for Item #0007: All work for construction of the drill pad. Payment shall constitute full compensation for this item, complete. Please refer to drawing CS101 for additional information.

1.4.3 Item #0008

Payment will be made at the Contract job price for Item #0008: All work for Furnishings, Fixtures, and Equipment (FF&E) for Base Item #0001. Payment shall constitute full compensation for this item, complete. Refer to Interiors Drawings for additional information.

1.4.4 Item #0009

Payment will be made at the Contract job price for Item #0009: All work for Furnishings, Fixtures, and Equipment (FF&E) for Optional Item #0006.

Payment shall constitute full compensation for this item, complete. Refer to Interiors Drawings for additional information.

1.5 PROGRESS PAYMENT INVOICE

Requests for payment shall be submitted in accordance with Federal Acquisition Regulations (FAR) Subpart 32.9, entitled "PROMPT PAYMENT", and Paragraphs 52.232-5 and 52.232-27, entitled "Payments Under Fixed-Price Construction Contracts", and "Prompt Payment for Construction Contracts", respectively. In addition each request shall be submitted in the number of copies and to the designated billing office as shown in the Contract.

When submitting payment requests, complete Blocks 1 through 12 of the "PROGRESS PAYMENT INVOICE" Form as directed by the Contracting Officer (provided in RMS). The completed form shall then become the cover document

SECTION 01 22 00.00 10 Page 3 to which all other support data shall be attached.

One additional copy of the entire request for payment, to include the "PROGRESS PAYMENT INVOICE" cover document, shall be forwarded to a separate address as designated by the Contracting Officer.

Submit with each pay request, a list of subcontractors that have worked during that pay period. The listing shall be broken down into weeks, identifying each subcontractor that has worked during a particular week, and indicate the total number of employees that have worked on site for each subcontractor for each week. The prime Contractor shall also indicate the total number of employees for its on-site staff for each week.

1.6 COMPLIANCE WITH CONSTRUCTION WAGE RATE REQUIREMENTS

1.6.1 Contractor POC

Within 14 days after award of the Contract, designate a point of contact (POC) within their organization who will be responsible for the Construction Wage Rate Requirements Labor Program for the Contractor and all subcontractors under this contract as required by the Contract Clauses and FAR 52.222.

1.6.2 Responsibilities

The designated Contractor POC shall be responsible for Construction Wage Rate Requirements Labor Program activities including, but not limited to:

a. Documentation and record keeping;

b. Submittal and accuracy of certified payrolls;

c. Submittal of required labor forms including requests for additional classifications and rates, Statements and Acknowledgement, etc.;

d. Posting of the wage determination, approved additional classifications and rates, labor and EEO posters;

e. Coordination with the Contracting Officer's Labor Program POC.

Prior to submittal to the Government, payrolls shall be reviewed for compliance to all applicable labor standards, to include, but not be limited to the following items: correct wage rates, correct overtime classification and pay, misclassification of workers for work actually performed, apprentice to journeyman ratios, and registration of apprentice. Corrective actions shall be taken as necessary to ensure Contractor compliance with applicable contract and FAR clauses.

1.6.3 Certification

The Contractor POC shall provide a signed certification stating the following: "I certify that the submitted items being forwarded have been reviewed in detail and are correct and in strict conformance with the Labor Standards of the contract except as otherwise stated."

1.7 PROPOSED PROJECT MODIFICATIONS

Price proposals for contract modifications shall be submitted in accordance with the requirements of the Contract Clause MODIFICATION PROPOSALS - PRICE

SECTION 01 22 00.00 10 Page 4

BREAKDOWNS. If change order work impacts or delays other unchanged contract work, the costs of such impacts or delays shall be included in the proposals and separately identified. The current threshold for requiring cost or pricing data is $700,000 but is subject to change. (See FAR 15.403

(a) (1) iii.) Any modification proposal that exceeds the cost and pricing data threshold shall meet the requirements of FAR 15.403. (See instructions for Change Orders/Modification and Claims in Table 15-2 of FAR 15.408.)

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 22 00.00 10 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 23 00

ALTERNATES

05/18

PART 1 GENERAL

1.1 GENERAL

1.2 SHEET TITLES AND NUMBERS

1.3 BID SCHEDULE ADJUSTMENT

1.4 SEQUENCING AND SCHEDULING

1.5 SUBMITTALS

1.6 DISCIPLINE SPECIFIC DETAILS

1.6.1 Geotechnical

1.6.2 Structural

1.6.3 Architectural

1.6.4 Mechanical

1.6.5 Electrical

1.6.6 Plumbing

1.6.7 Telecommunications

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 23 00 Page 1

SECTION 01 23 00

ALTERNATES

05/18

PART 1 GENERAL

1.1 GENERAL

This section contains additional information related to Bid Option Item #0006: All work for construction of Optional Wing. This bid option includes all construction for that part of Zone C between grids F/15.2 and M/19 as shown on the drawings. If this bid option is awarded, some of the construction shown on the base bid drawings changes. This generally includes work between column grids F/15.9 and G/19, but some work extends into other areas.

1.2 SHEET TITLES AND NUMBERS

All drawing sheets showing new or reconfigured spaces and all other work for the Optional Wing bid option include "- BID OPTION" in the title, and have have a suffix "x" added to the sheet number. For example sheet number "S-101 OVERALL FOUNDATION PLAN" showing all work under the base bid precedes sheet "S-101x OVERALL FOUNDATION PLAN - BID OPTION" which shows new and changed work under the bid option.

Schedule sheets for the bid option generally show only ADDITIONAL work, unless noted otherwise in the remarks column; typically, these items are either relocated or deleted. Details sheets for this bid option similarly only show additional bid option work and do not include base bid work.

1.3 BID SCHEDULE ADJUSTMENT

If Option Item #0006 is executed, some work shown under the Base Items (especially between column grids F/16 and G/19) is not required. Deduct the cost of work under Base Bid Items #0001 (base building) and #0002 (site work) that is not required from your line-item bid for Option Item #0006, so the price entered reflects the net increase, if Option Item #0006 is executed, over and above the unit price reflected in Base Items #0001 and #0002.

1.4 SEQUENCING AND SCHEDULING

Refer to Section 00 73 00 SPECIAL CLAUSES, Paragraph COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) and Paragraph OPTION FOR INCREASED QUANTITY for information.

1.5 SUBMITTALS

Preconstruction submittals and other items submitted under Base Bid Items #0001 and #0002 may need to be revised and resubmitted to reflect changes in work if Bid Option #0006 is executed. These items may include:

> Site Work > Shop Drawings > Project Schedule

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> Submittal Register > LEED Checklists > Action Plans (Safety Plan, Lift Plan, Construction Site Plan, Traffic Control Plan, Waste Management Plan, Environmental Protection Plan, Dirt & Dust Control Plan, Erosion & Sediment Control Plan, Stormwater Pollution Prevention Plan, etc.)

> Quality Control Plan > Warranty Management Plan > Permits

1.6 DISCIPLINE SPECIFIC DETAILS

1.6.1 Geotechnical

Include all work associated with the bid option, whether it is additive or deductive from either Base Bid Item #0001 or Base Bid Item #0002.

1.6.2 Structural

The foundation on grid line F between grid lines 16 and 19 will mirror the foundation shown on base bid on grid line F between grid lines 1 and 4. In addition, the foundation to the plan north of grid line F between grid lines 15 and 19 will mirror the foundations between grid lines 1 and 5.

Zone B superstructure for the Bid Option will be the same as the base bid except that the stair structure shown between grid lines 16 and 19 north of grid line F will not be constructed in that position for Bid Option. The stair structure will be part of the Optional Wing.

1.6.3 Architectural

Under the Bid Option, Stair #3 and first floor Storage Room #C130 are relocated to the north end of the Optional Wing. Eleven dorms rooms have been added per floor.

NOTE: Life Safety drawings depict the building including the Optional Wing as this is the more restrictive condition.

1.6.4 Mechanical

If the bid option is awarded, work on BID OPTION sheets governs work shown on the base bid sheets in the event of conflicts between base and optional work shown. The BID OPTION sheets show no work required under the base bid.

Equipment sizes are not changed between the base bid and the bid option.

Equipment counts for the base bid are shown on the equipment schedules on sheet M-601. Additional equipment required for the bid option is shown on the schedule on M-601x. The unit heater EUH-2 located in the base bid stair #3 is relocated to the new stairwell location. Duct routing for the bid option connects directly to the ductwork layout in the base bid.

There is no unique mechanical equipment located in the optional wing. The optional wing only increases the total quantity of packaged terminal heat pumps and bathroom exhaust fans. Therefore, the only additional commissioning effort required for the optional wing is to include the optional wing equipment in the sample testing.

1.6.5 Electrical

Central electrical service under the base bid is sized for the bid option.

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Circuits designated with an "X -" prefix in the Panel Schedules E-603 through E-631 are spares only under the base bid.

1.6.6 Plumbing

Routing of the floor drain piping beneath the east Mechanical Rooms (all three levels) changes depending on whether or not the bid option is awarded. The ground floor cleanout location also changes with the bid option. See P-103 and P-103x, P-106 and P-106x, P-109 and P-109x.

1.6.7 Telecommunications

CATV home runs with an "X -" prefix in the CATV Block Riser Diagram are part of the Bid Option for the Optional Wing.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONTRACTOR'S PROJECT MANAGER

1.4 SUPERINTENDENT

1.5 SEISMIC/BLAST CONSULTANT

1.5.1 Qualifications

1.5.2 Duties

1.5.3 Additional Section References

1.5.4 Quality Control Field Inspections

1.6 PROJECT PHOTOGRAPHS

1.6.1 General

1.6.2 Progress Photographs

1.6.3 Completion Photographs

1.7 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (UAI

5152.231-9000)

1.8 PAYMENT FOR MATERIALS DELIVERED OFF-SITE (UAI 5152.232-9001)

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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.

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2010; Errata 2011; Supp 1 2013) Minimum Design Loads for Buildings and Other Structures

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2014) Construction Equipment Ownership and Operating Expense Schedule

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2013; CH 1 2016) Seismic Design of Buildings

UFC 4-010-01 (2012; CH 1 2013) DoD Minimum Antiterrorism Standards for Buildings

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

Submit resumes and/or documentation describing the required and relevant training and/or experience for these positions.

Project Manager; G

Superintendent; G

Seismic/Blast Consultant; G

SD-02 Shop Drawings

Seismic and Blast Plans and Details; G

SD-03 Product Data

Progress Photographs; G

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SD-07 Certificates

QC Field Inspection Reports; G

SD-11 Closeout Submittals

Completion Photographs; G

1.3 CONTRACTOR'S PROJECT MANAGER

Identify as Project Manager, an individual within the on-site work organization who is responsible for overall management of the project and have the authority to act in all matters for the Contractor. The Project Manager shall not hold any other duties. The Project Manager must have a bachelor's degree in engineering, architecture, or construction management, with a minimum of five years construction experience with relevant multi-disciplinary and schedule-critical work, or at least ten (10) years experience as a Project Manager with relevant multi-disciplinary and schedule-critical work on projects similar to the scope and complexity of this Contract. This Project Manager must be employed by the prime Contractor.

Identify in the plan an alternate to serve in the event of the Project Manager's absence. The requirements for the alternate are the same as the Project Manager.

1.4 SUPERINTENDENT

Identify as Superintendent, an individual within the on-site work organization who is responsible for overall supervision of the project and have the authority to act in all matters for the Contractor. The Superintendent shall not hold any other duties. The Superintendent must have a minimum of ten years construction experience on projects similar to the scope and complexity of this Contract, including a minimum of five years construction experience as a site Superintendent. This Superintendent must be on the site at all times during construction and be employed by the prime Contractor.

Identify in the plan an alternate to serve in the event of the Superintendent's absence. The requirements for the alternate are the same as the Superintendent.

1.5 SEISMIC/BLAST CONSULTANT

Employ a seismic/blast consultant as part of the construction team to evaluate contractor prepared seismic and blast design for all components, perform calculations to support seismic restraint and blast mitigation design, provide details and layouts, and review, stamp, and sign all relevant submittals.

1.5.1 Qualifications

The seismic/blast consultant shall be a professional engineer with 5 years experience in the area of seismic force restraint and blast mitigation, and be employed by a engineering firm with minimum of 10 years' experience specializing in seismic and blast design.

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1.5.2 Duties

The seismic/blast consultant's duties will include, but aren't necessarily limited to:

a. Design of non-structural components that are permanently attached to the structure and their supports and attachments, and constructed to resist the effects of earthquake motions in accordance with ASCE 7, UFC 3-310-04, or force requirements defined in UFC 4-010-01.

b. Provision of floor plans on a floor-by-floor basis locating all components ground mounted, wall mounted (louvers), and suspended from the structure (ductwork, cable trays, conduit, piping, mechanical devices, etc.) to be anchored or braced in the same plain.

c. Provision of data and details for each component either ground mounted and or suspended from the structure including:

1) Details illustrating all support bracing components (i.e. seismic clips, rod stiffening, vibration isolation hangers, brackets, swaged fittings, cable, wedgy, etc.), method of connection, and specific concrete anchors with manufacturer data and applicable Evaluation Service Report (ESR).

2) Bracing requirements for mechanical equipment/rod hung in table format listing the equipment tag (individual piece of equipment), equipment weight, rod total vertical load, vertical support rod diameter, and four-way splayed bracing requirements (brace reaction, minimum brace assembly, brace anchorage; concrete form deck, concrete metal deck or roof truss).

3) Installation requirements for seismic protection of suspended ductwork, suspended electrical (conduit), piping and cable trays.

Provide maximum spacing of hangers and bracing components.

4) Provision of manufacturer cut sheets and product data (weights, dimensions, access panels etc.) for each component being braced.

d. Providing seismic force equations and calculations from ASCE 7, Chapter 13 seismic restraint for nonstructural components and UFC 3-310-04 including:

1) Equipment weight, width, height, height to C.G., eccentricity,

2) Seismic Force Fp and Fv, and

3) Analysis M (overturning), M (resisting), tension per side, shear, number of connections per side, tension per connection, shear per connection

The seismic/blast consultant shall submit seismic and blast plans and details for Government approval. The Contractor shall install all seismic restraints and blast mitigation provisions in accordance with the seismic/blast consultant's approved plans and details.

1.5.3 Additional Section References

The following specification sections contain additional information and instructions regarding components to be seismically braced: 13 48 00

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SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT, 13 48 00.00 10 SEISMIC

PROTECTION FOR MECHANICAL EQUIPMENT, and 26 05 48.00 10 SEISMIC PROTECTION

FOR ELECTRICAL EQUIPMENT.

1.5.4 Quality Control Field Inspections

At intervals determined by the Contracting Officer, the seismic/blast consultant shall conduct a minimum of three on-site inspections of all installed bracing, restraints, and other seismic and blast provisions to verify compliance with design plans and details, and submit QC field inspection reports for each inspection.

1.6 PROJECT PHOTOGRAPHS

1.6.1 General

Furnish digital photographs depicting construction as specified herein.

The photographs shall be in digital JPEG format, with a minimum resolution of 1600 by 1200 pixels, 24 bit true color. Submit photos in a Word document, with a caption under each photo showing date taken, project location, contract title and number, and a brief description of what the photo depicts. Submit the photos on CD-ROM conforming to industry standards used in the United States.

1.6.2 Progress Photographs

Construction progress photographs shall be taken between the 1st and 15th of each month and delivered to the Contracting Officer with the payment request for the month taken. Photos shall be taken from ten positions.

Location of positions shall be coordinated with or may be selected by the Contracting Officer. They shall show, inasmuch as practicable, work accomplished during the previous month. Photographic quality and composition of photos shall be such that they can be used for briefings and/or to illustrate articles on the construction progress of the project.

1.6.3 Completion Photographs

Construction completion photographs (in digital JPEG format) shall be taken upon completion of construction and delivered to the Contracting Officer not later than 15 days prior to project completion. It is the intention of the Government to obtain photographs whose color, clarity, and composition are such that they can be used for briefings and/or to illustrate articles on the completed project. Slides shall be taken from 10 positions. Location of positions shall be coordinated with or may be selected by the Contracting Officer. Slides shall show the completed project to the best advantage, and shall include overall site photos as well as photos of major features.

1.7 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (UAI 5152.231-9000)

a. This clause does not apply to terminations. See UAI 5152.249-9000 BASIS FOR SETTLEMENT OF PROPOSALS and FAR Part 49.

b. Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a Contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the Contractor's accounting records. When both ownership and operating

SECTION 01 30 00 Page 5 costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the Contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region IV (Montana). Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer.

For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

c. Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36, Rental Costs. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

d. When actual equipment costs are proposed and the total amount of the pricing action exceeds the small acquisition threshold (SAT), the Contracting Officer shall request the Contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

Copies of EP 1110-1-8 "Construction Equipment Ownership and Operating Expense Schedule" Volumes 1 through 12 are available in Portable Document Format (PDF) and can be viewed or downloaded at:

http://140.194.76.129/publications/eng-pamphlets/EP_1110-1-8/toc.html.

1.8 PAYMENT FOR MATERIALS DELIVERED OFF-SITE (UAI 5152.232-9001)

a. Pursuant to FAR 52.232-5, Payments Under Fixed Priced Construction Contracts, materials delivered to the Contractor at locations other than the site of the work may be taken into consideration in making payments if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site will be limited to:

1. Materials required by the technical provisions; or

2. Materials that have been fabricated to the point where they are identifiable to an item of work required under this Contract.

b. Payment for materials delivered off-site shall be made only after receipt of paid invoices with a canceled check showing the Prime Contractor's title to the items delivered off-site. Payment for materials delivered off-site shall be limited to the following items:

any construction material stored off-site may be considered in determining the amount of a progress payment.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

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

3.2 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…