KANGB Corr Control Hgr_Type B3 Revised Bid Spec Vol 1.pdf

Project Manual for

Kingsley Field Air National Guard Construct Corrosion Control Hangar

Project No. KJAQ119006

Mead & Hunt, Inc.

3142200-121252.01

Prepared for:

Kingsley Field Air National Guard Base Klamath Falls, Oregon

Prepared by:

VOLUME 1 of 3

Type B3 Revised Bid Submittal

04 October 2019

Kingsley Field ANG Base, Klamath Falls

Type B3 Revised Bid Submittal

PROJECT TABLE OF CONTENTS - Volume 1 of 3 - Page 1

PROJECT TABLE OF CONTENTS - Volume 1 of 3

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 21 00 ALLOWANCES

01 23 00 BID OPTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 50 REQUEST FOR INFORMATION

01 32 01.00 10 PROJECT SCHEDULE

01 32 16.00 20 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 20 ENVIRONMENTAL MANAGEMENT

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

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

CONSTRUCTION

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

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

Type B3 Revised Bid Submittal

PROJECT TABLE OF CONTENTS - Volume 1 of 3 - Page 2

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

07 11 13 BITUMINOUS DAMPPROOFING

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 72 53 SNOW GUARDS

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 34 16 CORROSION CONTROL HANGAR DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 AT/FP ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL DOOR LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DIVISION 11 - EQUIPMENT

11 24 29 FALL PROTECTION SYSTEMS

Type B3 Revised Bid Submittal

PROJECT TABLE OF CONTENTS - Volume 1 of 3 - Page 3

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

-- End of Project Table of Contents - Volume 1 of 3 --

Type B3 Revised Bid Submittal

THIS PAGE INTENTIONALLY LEFT BLANK

Kingsley Field ANG Base, Klamath Falls Type B3 Revised Bid Submittal Construct Corrosion Control Hangar 04 October 2019

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NO. [REVISION NO.] NAVFAC DWG NO. TITLE

G-001 COVER SHEET

G-021 LIFE SAFETY FIRST FLOOR PLAN

G-022 LIFE SAFETY EQUIPMENT SPACE FLOOR PLAN

C-002 CIVIL LEGEND AND ABBREVIATIONS

C-011 PLAN AND LOG OF SOIL BORINGS

C-21 PROJECT LAYOUT PLAN

C-031 EROSION CONTROL COVER

C-032 EROSION CONTROL PLAN

C-033 EROSION CONTROL DETAILS 1

C-34 EROSION CONTROL DETAILS 2

C-051 DEMOLITION PLAN 1

C-081 CIVIL SITE PLAN

DOCUMENT 00 01 15 Page 1

DRAWING NO. [REVISION NO.] NAVFAC DWG NO. TITLE

C-091 CIVIL SITE DETAILS 1

C-101 GRADING AND DRAINAGE PLAN

C-301 JOINTING PLAN

C-311 PAVING DETAILS

C-341 JOINTING DETAILS

C-401 UTILITY LAYOUT PLAN

C-501 UTILITY DETAILS 1

C-502 UTILITY DETAILS 2

C-503 UTILITY DETAILS 3

C-504 UTILITY DETAILS 4

C-505 UTILITY DETAILS 5

S-001 STRUCTURAL NOTES

S-002 STRUCTURAL NOTES

S-005 STATEMENT OF SPECIAL INSPECTIONS AND

NOTES

S-006 STRUCTURAL STEEL SPECIAL INSPECTIONS

AND NOTES

S-101 FOUNDATION PLAN

S-111 FIRST FLOOR FLATWORK PLAN

DOCUMENT 00 01 15 Page 2

DRAWING NO. [REVISION NO.] NAVFAC DWG NO. TITLE

S-112 EQUIPMENT ROOM FLATWORK PLAN

S-131 FIRST FLOOR STRUCTURAL PLAN

S-132 EQUIPMENT ROOM STRUCTURAL PLAN

S-141 EQUIPMENT ROOM FLOOR FRAMING PLAN

S-151 ROOF FRAMING PLAN

S-501 FOUNDATION DETAILS

S-502 FOUNDATION DETAILS

S-511 FLATWORK DETAILS

S-521 STRUCTURAL WALL DETAILS

S-541 STRUCTURAL FRAMING DETAILS

S-542 STRUCTURAL FRAMING DETAILS

S-551 STRUCTURAL FRAMING DETAILS

S-552 STRUCTURAL FRAMING DETAILS

S-601 STRUCTURAL SCHEDULES

A-001 NOTES AND SYMBOLS

A-101 FLOOR PLANS

A-102 EQUIPMENT ROOM FLOOR AND REFLECTED

CEILING PLANS

DOCUMENT 00 01 15 Page 3

DRAWING NO. [REVISION NO.] NAVFAC DWG NO. TITLE

A-103 ROOF PLAN

A-121 FIRST FLOOR REFLECTED CEILING PLAN

A-141 INTERIOR PARTITION TYPES

A-142 LEAD LINING DETAILS

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-211 INTERIOR BUILDING ELEVATIONS

A-212 INTERIOR BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-401 ENLARGED STAIR PLAN, SECTION AND

DETAILS

A-402 ELARGED RESTROOM PLAN

A-403 INTERIOR RESTROOM ELEVATIONS

A-404 INTERIOR ELEVATIONS

A-405 ENLARGED CASEWORK PLANS, ELEVATIONS

AND DETAILS

A-406 ENLARGED CASEWORK PLANS, ELEVATIONS

AND DETAILS

DOCUMENT 00 01 15 Page 4

DRAWING NO. [REVISION NO.] NAVFAC DWG NO. TITLE

A-501 DETAILS

A-502 DETAILS

A-503 DETAILS

A-504 DETAILS

A-521 CEILING DETAILS

A-601 DOOR SCHEDULES, DOOR, WINDOW AND FRAME

TYPES

A-602 ROOM FINISH SCHEDULE

A-611 DOOR AND WINDOW DETAILS

A-612 DOOR AND WINDOW DETAILS

A-701 FIRST FLOOR FINISH PLAN

A-801 FIRST FLOOR SIGNAGE PLAN

A-802 EQUIPMENT ROOM SIGNAGE PLAN AND

SIGNAGE TYPES

FA-001 NOTES AND SYMBOLS

FA-101 FIRE ALARM AND MNS FLOOR PLAN

FA-102 FIRE ALARM AND MNS EQUIPMENT ROOM

FLOOR PLAN

FA-103 OPTICAL FLAME DETECTION/FOAM SYSTEM

CONTROL UNIT RISER AND MATRIX

FA-104 FIRE ALARM AND MNS RISER DIAGRAM AND

MATRIX

DOCUMENT 00 01 15 Page 5

DRAWING NO. [REVISION NO.] NAVFAC DWG NO. TITLE

FX-001 NOTES AND SYMBOLS

FX-101 DESIGN DENSITY FLOOR PLAN

FX-102 DESIGN DENSITY EQUIPMENT ROOM PLAN

FX-103 FIRE PROTECTION FLOOR PLAN

FX-104 FIRE PROTECTION FIRE PUMP ROOM

P-001 ABBREVIATIONS, LEGENDS, AND GENERAL

NOTES

P-002 PLUMBING SCHEDULES

P-100 OVERALL FLOOR PLAN

P-101 PARTIAL FP-INSPECTION BAY

P-102 PARTIAL FR-RESTROOM BREAKROOM

P-103 PARTIAL FP-PAINT AND BLAST ROOM

P-104 PARTIAL FP-HANGAR BAY WATER AND NG

P-105 PARTIAL FP-HANGAR BAY

DOMESTIC/INDUSTRIAL WASTE AND VENT

P-106 PARTIAL FP-HANGAR BAY COMPRESSED AIR

AND HIGH PRESSURE WASH

P-107 PARTIAL FR-EQUIPMENT ROOM

P-301 HANGAR SECTOIN VIEWS

P-302 EQUIPMENT ROOM SECTION VIEW

DOCUMENT 00 01 15 Page 6

DRAWING NO. [REVISION NO.] NAVFAC DWG NO. TITLE

P-401 PLUMBING WATER RISER

P-402 PLUMBING W&V RISER

P-403 PLUMBING CA RISER

P-404 PLUMBING NG RISER

P-501 PLUMBING DETAIL

P-502 PLUMBING DETAIL

M-001 NOTES, SYMBOLS, AND ABBREVIATIONS

M-101 FIRST FLOOR HVAC PLAN

M-102 EQUIPMENT ROOM HVAC PLAN

M-103 ROOF HVAC PLAN

M-131 FIRST FLOOR PIPING PLAN

M-132 EQUIPMENT ROOM PIPING PLAN

M-401 ENLARGED PLANS AND SECTIONS

M-402 ENLARGED PLANS AND SECTIONS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-511 PIPING DETAILS

DOCUMENT 00 01 15 Page 7

DRAWING NO. [REVISION NO.] NAVFAC DWG NO. TITLE

M-512 PIPING DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-603 HVAC SCHEDULES

M-611 PIPING SCHEDULES

M-612 PIPING SCHEDULES

M-801 CONTROL SCHEMATICS

M-802 CONTROL SCHEMATICS

E-001 NOTES, SYMBOLS, AND ABBREVIATIONS

E-010 ELECTRICAL AND TECHNOLOGY SITE PLAN

E-101 FIRST FLOOR POWER PLAN

E-102 EQUIPMENT FLOOR ELECTRICAL PLANS

E-103 LIGHTNING PROTECTION AND GROUNDING PLAN

E-121 FIRST FLOOR LIGHTING PLAN

E-151 FIRST FLOOR HAZARDOUS CLASSIFICATION

AREAS

E-152 HAZARDOUS CLASSIFICATION AREAS -

ELEVATIONS

E-501 DETAILS

DOCUMENT 00 01 15 Page 8

DRAWING NO. [REVISION NO.] NAVFAC DWG NO. TITLE

E-502 DETAILS

E-503 DETAILS

E-601 SCHEDULES

E-602 SCHEDULES

E-603 SCHEDULES

E-604 SCHEDULES

E-605 SCHEDULES

E-701 ONE-LINE DIAGRAM

T-001 NOTES, SYMBOLS, AND ABBREVIATIONS

T-010 TECHNONLOGY SYSTEMS SITE PLAN

T-100 FIRST FLOOR PATHWAYS PLAN

T-101 FIRST FLOOR COMMUNICATIONS PLAN

T-102 MEZZANINE TECHNOLOGY SYSTEMS PLANS

T-121 FIRST FLOOR SECURITY PLAN

T-141 FIRST FLOOR AUDIO VISUAL PLAN

T-401 ENLARGED PLANS, ELEVATIONS AND SECTIONS

T-501 DETAILS

DOCUMENT 00 01 15 Page 9

DRAWING NO. [REVISION NO.] NAVFAC DWG NO. TITLE

T-502 DETAILS

T-601 SCHEDULES

T-701 ONE-LINE DIAGRAMS

1.3 BORING LOGS

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

-- End of Document --

DOCUMENT 00 01 15 Page 10

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes construction of a new Corrosion Control Hangar and associated support spaces, and incidental related work. The hangar is approximately 6,402sf with adjoining spaces that include a Non-Destructive Testing Lab at 3,151 sf, a Corrosion Control Shop at 3,181 sf, and a Support Space at 3,305 sf. Above the Support Space is an unoccupied Equipment Space for equipment essential to the operation of the facility.

The functions within the hangar include washing aircraft, x-ray of aircraft, and small refinishing and painting of aircraft.

1.1.2 Location

The work shall be located at the Kingsley Field Air National Guard Base in Klamath Falls, Oregon, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 INITIAL APPOINTMENT TO VISIT JOB SITE

1.2.1 Job Site Walk Through

A job site walk through may be scheduled for all interested bidders prior to the bid due date that is scheduled and advertised by the KO. Otherwise all bidders shall call and coordinate with the COR at 173 CEF for access to the job site.

a. Oscar Alonso

b. 541-885-6568

1.2.2 Access Requests

Provide Base access requests three (3) working days in advance to security forces. Late requests may result in denial of access.

a. Do not send the information as an attachment.

b. Sending photocopies/scans of personal identification creates a risk of information loss or compromise. Government security software frequently removes attachments from emails coming from unknown sources, which causes delays in the process.

c. Base Success Request: Provide all of the following information for each person that will require access in the body of your e-mail.

(1) Full name

(2) Date of birth

(3) Driver's license Number/State (4)Complete Social Security number

SECTION 01 11 00 Page 1

1.2.3 Guidelines For Entering The Base

a. The Kingsley Field Air National Guard Base is located at 211 Arnold Avenue, Kingsley Field, Klamath Falls, Oregon, 97603.

b. The Contractor will enter the Contractor Gate for inspection prior to entry to the Base.

c. Upon entering the Contractor Gate, please have a valid driver's license, vehicle insurance and registration ready for the security officer; it saves a lot of time. You will not be allowed to drive on Base without these documents.

d. Contractors are not allowed to bring weapons onto the ANG Base;

this includes concealed weapon permit holders.

e. All vehicles entering the Base are subject to search.

f. Cell phone use at the gate is prohibited.

g. Spitting or smoking tobacco products at the gate is prohibited.

1.3 BASE ACCESS AND SECURITY

1.3.1 Contractor Identification Badges

1.3.1.1 DBIDS Badges

To be issued by the Security Forces to the Contractor and his personnel, and subcontractors.

1.3.1.2 Coordination

The Contractor shall be responsible for the coordinating with the COR to gain Base access and approval of personnel and subcontractors.

a. Contractors and subcontractors working on the installation shall be issued contractor identification badges.

1.4 OCCUPANCY OF PREMISES

Building(s)and Site will not be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.5 EXISTING WORK

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

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

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

SECTION 01 11 00 Page 2 adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.6 ON-SITE PERMITS

Notify the Contracting Officer at least 3 working days prior to starting excavation work. The Contractor shall obtain from the Contracting Officer a completed AF 103 Form. A separate AF Form 103 is required for each discrete area to be disturbed. The Contractor shall retain this form until completion of work.

Contractor is responsible for marking and verifying all utilities not marked. Once an area to be excavated has been marked, the Contractor is solely responsible for maintaining all markings throughout the life of the contract as needed to facilitate his work. This permit may be issued daily or up to a week at the discretion of the Government.

The Contractor shall obtain an approved Welding, Cutting and Brazing Permit, AF Form 592, from the Kingsley Field ANG Base Fire Department prior to welding or starting any open flames. This permit shall be renewed daily.

Other Federal, State and local permits may be required as referenced in Contract Clause 52.236-7 entitled "Permits and Responsibilities."

1.7 LOCATION OF UNDERGROUND UTILITIES

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

Contractor shall acquire a dig permit from the BCE office prior to any excavation activities. Contractors must coordinate with CE Production Control throughout entire dig permit process and project duration. Prior to any excavation, Contractor shall:

1. Provide BCE office a map for dig permit.

2. Obtain a Base Utility Map from BCE office.

3. Call and request locates from the Utility Notification Center at 1-800-332-2344, provide the ticket number to the Production Controller and have utilities marked and field located.

4. Maintain a signed copy of the Dig Permit onsite at all times.

Contact the utility Notification Center for locate update, if project exceeds 30 days.

1.8 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause "FAR 52-245-4, Government-Furnished Property

SECTION 01 11 00 Page 3

(Short Form)", the Government will furnish the following materials and equipment for installation by the Contractor:

DESIGNATION

NO.

DESCRIPTION QUANTITY

Refrigerator with Ice Maker 1

Dishwasher 1

Microwaves and mounting brackets 3

Coffee Machine 1

TV Monitor and mounting bracket 1

Washer and attachments to in-wall plumbing and drain

Electric Dryer and electrical and venting attachments

Quantities indicated for the above-listed items marked with an asterisk are estimates. It is the intention of the Government to furnish all quantities of the asterisk items required to complete the work as specified and the various quantities will be adjusted when necessary.

Quantities stated for the above items not marked with an asterisk are all that will be furnished by the Government. Contractor shall furnish any additional quantities required.

1.8.1 Delivery Schedule

Notify the Contracting Officer at least 2 calendar days in advance of the date on which the materials and equipment are to be delivered. Any deliveries of equipment shall be scheduled 2 days in advance with BCE office.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

DD Form 369

For all contractors and associated subcontractors requesting access to the Base.

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The airfield and associated taxiways will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations.

b. Permission to interrupt any roads, railroads, and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Installation become familiar with and obey regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry.

Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Identification Badges and Installation Access

Application for and use of badges will be as directed.

BASE ACCESS REQUIREMENTS: All contractors and associated subcontractors are required to fill out a Security Background Check on DD Form 369 and submit it to the BCE office 14 days prior to performing work on Base. The same persons must complete the Anti-Terrorism Training Level 1, located at

SECTION 01 14 00 Page 1 https://atlevel1.dtic.mil/at/ , and then submit their completion certificate with their background check. POC is Ms. Anna Harsch (541)885-6368.

AT LEVEL 1 AWARENESS TRAINING; Awareness training will be performed at the Building 172, Base Security Forces on a requested basis. Please request 7 days prior with number of personnel attending. If contractor personnel is unable to attend Base training, the contractor personnel shall complete the Anti-Terrorism Training Level 1, located at https://atlevel1.dtic.mil/at/ , and then submit their completion certificate with their background check.

POC is Ms. Anna Harsch (541)885-6368.

a. Only contractors authorized by the BCE or USPFO may directly request access to the Base from Security forces.

(1) 173 CEF Engineering maintains the list of authorized personnel.

b. For those authorized to request access, the following information for each person shall be forwarded to the 1173 SFS no later than 1400 of the preceding day:

(1) Person's Name;

(2) Date of Birth;

(3) Full Social Security number;

(4) DL# and state: and

(5) Duration of Access required.

c. SFS runs backgrounds and notifies the requestor and the gate at the same time who is approved and who is not.

d. If they are to be badged for a need to be on Base for more than a few days:

(1) The person needs to go to the SFS Building (Building 172) between 0800 and 1400 to receive a "Contractor" Badge.

e. The SFS Office will not reveal the reasons for anyone not approved.

(1) Reasons can include too many felonies, recent felony, assault on Law Enforcement at any time, consistent problems with drugs/DUIs, Registered Sex Offenders (RSOs), etc.

f. The appeal pr ocess f or anyone not appr oved shal l go t hr ough t he Base Commander.

g. Anyone not vetted through the program is not allowed access.

(1) If someone has a military ID card but is working as a contractor and uses it for Base access instead of going through the vetting process as a contractor, they will be denied access for fraudulent use of DoD credentials.

h. No weapons are allowed on Base. This includes anyone with a CHL.

i. Guns/big knives (tools are different) are not allowed. Leave them at home. Anyone caught with them will be removed from Base immediately.

1.3.1.3 Personnel Entry Approval

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

SECTION 01 14 00 Page 2 of completion.

1.3.1.4 No Smoking Policy

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

1.3.2 Working Hours

a. Contractors must perform work during normal Base duty hours (M-F 0700-1630) with the exceptions of Scheduled Days Off. Extra coordination is required to perform work during weekend hours or on any Scheduled Day Off (SDO) to minimize impact to Base operations.

Contractors must coordinate with the BCE office if they wish to work outside of these time frames.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

The Contractor shall provide justification for this work outside of regular working hours. Except for utility cutover work, the Government may require compensation for all additional personnel or services it shall perform to accommodate such work. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress

1.3.3.1 Escort Policy

This project is in a controlled area. Contractors performing work in this area will have an escort assigned. Contractors performing work on the flight line, runways, taxiways, or any adjacent airfield areas must participate in the City Airport's badge and escort program. POC is Mr. Joe Goetz (541-883-5372). Contractors must also schedule a visit with Base Airfield Management and possess a vehicle pass prior to accessing airfield.

1.3.4 Occupied Buildings

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

1.3.5 Utility Cutovers and Interruptions

a. Coordinate utility cutovers and interruptions with the Contracting Officer. This may require work after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and are considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

SECTION 01 14 00 Page 3

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 4

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP-1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices; G

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). The information required for the Schedule of Prices will be entered as an integral part of the Network Analysis Schedule. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 5 ft line. Identify costs for the building(s), and include work out to the 5 ft line. Work out to the 5 ft line shall include construction encompassed within a theoretical line 5 ft from the face of exterior walls and shall include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 ft line.

SECTION 01 20 00.00 20 Page 1

1.3.3 Real Property Assets

The Government will provide the Draft DD Form 1354, Transfer and Acceptance of Military Real Property filled in with the appropriate Real Property Unique Identifiers (RPUID) and related construction Category Codes to summarize the designed real property assets that apply to this contract.

The Contractor shall meet with the Contracting Officer and the Real Property Accounting Officer during the Pre Construction Meeting and the Project Closeout Meetings to modify and include any necessary changes to the DD Form 1354. The Contractor shall provide the Interim DD Form 1354 that uses the appropriate division of the RPUIDs/ Category Codes to represent the final constructed facility and include all associated cost.

Coordinate the Contractor's Price and Payment structure with the structure of the RPUIDs/ Category Codes.

Divide detailed asset breakdown into the RPUIDs and related construction Category Codes and populate associated costs which represent all aspects of the work. Where assets diverge into multiple RPUID/ Category Codes, divide the asset and provide the proportion of the assets in each RPUID/ Category Code. Assets and related RPUID/ Category Codes may be modified by the Contracting Officer as necessary during course of the work. Coordinate identification and proportion of these assets with the Government Real Property Accounting Officer.

Cost data accumulated under this section are required in the preparation of DD Form 1354.

1.3.4 Schedule Requirements for HVAC TAB

The field work Section 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC shall be broken down in the Schedule of Prices and in the Construction Progress Documentation by separate line items which reflect measurable deliverables. Specific payment percentages for each line item shall be determined on a case by case basis for each contract. The line items shall be as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. The resulting findings shall be submitted to the Government to allow correction of the design. The progress payment shall be issued after review and approval of the report.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report shall contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data shall be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, SECTION 01 20 00.00 20 Page 2 the data is compiled into a report and submitted to the Government.

The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. This data shall be compiled into a report and submitted to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 shall include certification by Contractor and Quality Control (QC) Manager.

b. The Estimate for Voucher/Contract Performance Statement on NAVFAC Form 4330/54 furnished by the Government, showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract. Use NAVFAC Form 43300/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.

c. Updated Project Schedule and reports required by the contract.

d. Contractor Safety Self Evaluation Checklist.

e. Other supporting documents as requested.

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

SECTION 01 20 00.00 20 Page 3

1.5.2 Submission of Invoices

If DFARS Clause 5252.232-7006 is included in the contract, provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings."

SECTION 01 20 00.00 20 Page 4

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings,precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this contract.

Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation shall be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00.00 20 Page 5

SECTION 01 20 00.00 20 Page 6

SECTION 01 21 00

ALLOWANCES

11/18

PART 1 GENERAL

1.1 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

a. Section includes administrative and procedural requirements governing allowances.

b. Types of allowances include the following:

1. Lump-sum allowances.

1.3 DEFINITIONS

Allowance is a quantity of work or dollar amount established in lieu of additional requirements, used to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order.

1.4 SELECTION AND PURCHASE

a. At the earliest practical date after award of the Contract, advise Architect of the date when final selection, or purchase and delivery, of each product or system described by an allowance must be completed by the Owner to avoid delaying the Work.

b. At Architect's request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work.

c. Purchase products and systems selected by Architect from the designated supplier.

1.5 ACTION SUBMITTALS

Submit proposals for purchase of products or systems included in allowances in the form specified for Change Orders.

1.6 INFORMATIONAL SUBMITTALS

a. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance.

b. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance.

c. Coordinate and process submittals for allowance items in same manner as

SECTION 01 21 00 Page 1 for other portions of the Work.

1.7 LUMP SUM ALLOWANCES

a. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, freight, and delivery to Project site.

b. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by Owner or selected by Architect under allowance shall be included as part of the Contract Sum and not part of the allowance.

c. Unused Materials: Return unused materials purchased under an allowance to manufacturer or supplier for credit to Owner, after installation has been completed and accepted.

1. If requested by Architect, retain and prepare unused material for storage by Owner. Deliver unused material to Owner's storage space as directed.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 EXAMINATION

Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

3.3 SCHEDULE OF ALLOWANCES

3.3.1 Allowance No. 1

Quantity Allowance: Include $40,000 for Installation of the electrical service from Pacific Power and Light.

SECTION 01 21 00 Page 2

SECTION 01 23 00

BID OPTIONS

11/18

PART 1 GENERAL

1.1 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

Section includes administrative and procedural requirements for bid options

1.3 DEFINITIONS

Bid Option: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Bid options described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each bid option is the net addition to or deduction from the Contract Sum to incorporate bid options into the Work. No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

a. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the bid option into Project.

1. Include as part of each bid option miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of bid option

b. Execute accepted bid options under the same conditions as other work of the Contract.

c. Schedule: A schedule of bid options is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each bid option

PART 2 PRODUCTS

Not Used.

SECTION 01 23 00 Page 1

PART 3 EXECUTION

3.1 SCHEDULE OF BID OPTIONS

3.1.1 Bid Option 001

Perimeter Security Fencing, as shown on Sheet C-021, 1,140 Linear Feet .

3.1.2 Bid Option 002

Construct Temporary Haul Road 1A as shown on Sheet C-021, 1,480 Linear Feet, See Detail 1, Sheet C-021.

3.1.3 Bid Option 003

Demolish and Restore Temporary Haul Road 1A, as shown on Sheet C-021, 1,580 Linear Feet, Refer to Detail 2, Sheet C-021.

3.1.4 Bid Option 004

Pavement Restoration, Allowance of $30,000.

3.1.5 Bid Option 005

Construct Temporary HMA Haul Road at Taxiway D as shown on Sheet C-021, 100 Linear Feet, Refer Detail 2, Sheet C-021.

3.1.6 Bid Option 006

Add Lead Lining to the West, South and East Walls of Hangar 123. Add Lead Lining to Hangar Doors. Add Lead Curtains and Support System at Door 123B.

Include all Accessory Items to Complete X-Ray Shielding at These Walls. See Sheet A-002 for Extent of Work.

SECTION 01 23 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Progress and completion pictures; G Project Schedule; CPM and AF3064 and AF 3065; G Demolition Plan; G AF66, Material Submittal Log with completion dates; G Requests for substitution; G List of subcontractors; G Schedule of Values; G Insurance and Performance Payment Bonds; G Quality Control Plan; G Waste Management Plan; G MSDS Sheets; G Initial Base Access List; G

SD-04 Samples

Color boards; G

1.2 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit two sets of color boards within 90 calendar days after Contract Award. Each set of boards shall include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. The samples shall be presented on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Modules shall be designed to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, samples not less than 12 inches square shall be submitted with the board. If more space is needed, more than one board per set may be submitted. The Contractor shall certify that he has reviewed the color samples in detail and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples shall not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views. Submit a view location sketch indicating points of view. Submit with

SECTION 01 30 00 Page 1 the monthly invoice on a CD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator. Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.4 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by the solicitation.

1.5 CONTRACTOR SPECIAL REQUIREMENTS

1.5.1 Space Temperature Control, HVAC TAB, and Apparatus Inspection

All contract requirements of Section Section 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC and Section 26 08 00 APPARATUS INSPECTION AND TESTING shall be accomplished directly by a first tier subcontractor, including the Commissioning Agent.

1.6 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.

Preconstruction conference shall comply with FAR 52.236-26

At a minimum, the Contractor shall submit for government review and comment all of the preconstruction submittals noted above at the preconstruction

SECTION 01 30 00 Page 2 conference, except for progress and completion photos (if required).

Initial Base access list shall include the name, company, driver's license number and last four digits of social security number for those personnel that will initially require Base access.

1.8 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents.