W912PL-18-R-0002_Amendment0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable Amendment 000

1 2535

0003 17 Oct 2017

W912PL

U.S Army Corps of Engineers,Los Angeles Dist CESPL-CT-E, East Region Branch 915 Wilshire Blvd.

Los Angeles, CA 90017

U.S Army Corps of Engineers,Los Angeles Dist CESPL-CT-E, East Region Branch 915 Wilshire Blvd.

Los Angeles, CA 90017

W912PL-18-R-0002

05 October 2017

Design-Bid-Build FY 16 Communications Facility, Luke Air Force Base, Arizona

SECTION 00 22 00-2: Paragraph 1.2.1, Change "Factors 1 through 4" to Factors 1 through 5" Replace Volume 1 - Specifications Division 01 through 06 Replace Volume 2 - Specifications Division 07 through 23 Replace Volume 3 - Specifications Division 25 through 33

FY16 Communications Facility Luke Air Force Base, AZ

Solicitation No. W912PL-18-R-0002 Amendment 0003

Section 00 22 00 - 2

1.1. GENERAL SUBMISSION REQUIREMENTS

1.1.1. In order to effectively and equitably evaluate all offers, the Contracting Officer must receive information sufficiently detailed information that clearly responds to the technical evaluation factors in Section 00 22 16.

1.1.2. Offerors must include Representation and Certifications required by the solicitation.

1.1.3. Each Offeror must submit their responses to the technical evaluation factors (Original plus 4 copies). The Technical Proposal must be received by the closing date and time set for receipt of proposals.

1.1.4. All information intended by the Offeror to be evaluated must be submitted as part of the Technical Proposal. No proposed price information should be included in the response to the technical evaluation factors.

1.2. GENERAL INSTRUCTIONS:

1.2.1. All written portions: Proposal is limited to (30) thirty single sided or up to (15) fifteen double sided pages for Factors 1 through 5. Pages submitted past this limit will not be evaluated. The Past Performance Questionnaires (PPQ) and up to 10 pages of Resumes (single sided) will not be included in the above page count. Performance Assessment Reports (PAR) will be included in the page count, however, attachments such as any letters of appreciation or similar correspondence will not count against the page limitation. An additional 10 pages will be added for Factor 6, Small Business Participation and an additional 15 pages for the Subcontracting Plan, which is required to be submitted by Large Business with the proposal.

1.2.1.1 Format Size: Use only 8 ½ by 11 inch paper; do not use 11” x 14” or 11” x 17” size sheets (e.g., fold-outs) unless another size is specifically authorized elsewhere in this section for a particular submission. Do not use a font size smaller than 10 point, an unusual font style such as script, or condensed print.

1.2.3. Three-ring binders are preferred. Do not use spring clamps or exceed the recommended capacity of the fastener or binder. Do not use plastic multi-hole/spiral binding systems, heat binding systems, or other systems which do not facilitate the ready insertion of additional pages.

1.2.4. “Confidential” projects cannot be submitted to demonstrate capability unless all of the information required for evaluation as specified herein can nonetheless be provided to the Government as part of the Offeror’s technical proposal. Offerors that include in their proposals information that they do not want disclosed to the public for any purpose, or used by the Government except for evaluation purposes, must be clearly marked in accordance with the instructions at FAR 52.215-1, “Instructions to Offeror— Competitive Acquisition”, paragraph (3), “Restriction on disclosure and use of data”.

1.2.5. Offerors must provide one (1) CD Rom disk of the Technical Proposal of the Offerors Performance Capability with technical proposal.

1.2.6. Offerors must indicate revisions to the Technical Proposal (via color highlight or bold).

1.3. WHERE TO SUBMIT:

1.3.1. Offeror(s) shall submit their proposal packages to the Los Angeles District Corps of Engineers (COE) as directed by the SF 1442 and in accordance with Section 00 21 16.

1.4. SUBMISSION DEADLINE:

1.4.1. Offers shall be received by the Los Angeles District COE no later than the time and date specified as directed by the SF1442 and in accordance with Section 00 21 16.

1.5. CONTENT FOR THE PRICE AND TECHNICAL PROPOSAL:

1.5.1. VOLUME I - CONTENTS OF PRICE PROPOSAL

SOLICITATION NO. W912PL-18-R-0002

DATE: September 2017

U.S. ARMY CORPS OF ENGINEERS

DESIGN BID BUILD

FY16 Communications Facility Project No. NUEX093016

Luke AFB Arizona

Bid Set—Specifications Volume 1—Division 01 through Division 06

PROJECT TABLE OF CONTENTS Page 1

FY16 Communications Facility Bid Set Luke AFB, AZ Solicitation No. W912PL-18-R-0002

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS*

00 10 00 PROJECT INFORMATION SHEET (NOT INCLUDED) AND

PROPOSAL SCHEDULE

00 20 00 INSTRUCTIONS FOR PROCUREMENT (NOT INCLUDED)

00 21 16 INSTRUCTIONS TO PROPOSERS (NOT INCLUDED)

00 22 00 SUPPLEMENTARY INSTRUCTIONS (NOT INCLUDED)

00 22 16 SUPPLEMENTARY INSTRUCTIONS TO PROPOSERS (NOT INCLUDED)

00 70 00 CONDITIONS OF THE CONTRACT (NOT INCLUDED)

00 73 46 WAGE RATES (NOT INCLUDED)

00 80 00 SPECIAL CONTRACT REQUIREMENTS (NOT INCLUDED)

*DIVISION 00 SPECIFICATIONS TO BE PROVIDED BY LOS ANGELES DISTRICT

CONTRACTING DIVISION

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 00 01 ENVIRONMENTAL HAZARDS

01 01 50 SEQUENCE OF WORK

01 02 00 SOLE SOURCE JUSTIFICATION

01 04 00 MECHANICAL ROOM LAYOUT AND COORDINATION

01 08 00 PERMITS

01 10 10 DESIGN REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 INTERFACE WITH OTHER WORK

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 00 PROJECT MEETINGS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 LEED DOCUMENTATION

LEED 2009 FOR NEW CONSTRUCTION AND MAJOR RENOVATIONS—

PROJECT CHECKLIST

01 34 10 COLOR/FINISH SAMPLE BOARDS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 02 USACE QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTIONS, TESTS, AND OBSERVATIONS FOR

STRUCTURAL SYSTEMS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 51 00 UTILITIES

01 53 00 TEMPORARY FENCING

01 54 00 SECURITY

01 57 00 TRAFFIC CONTROL

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

AMENDMENT 0003

PROJECT TABLE OF CONTENTS Page 2

DIVISION 01 - GENERAL REQUIREMENTS (CONTINUED)

01 58 50 STAGING AREAS

01 59 00 OFFICE FACILITY

01 62 35 RECYCLED / RECOVERED MATERIALS

01 72 00 AS-BUILT DRAWINGS

01 72 80 TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY

01 73 00 OPERATION AND MAINTENANCE INSTRUCTIONS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 OPERATIONS AND MAINTENANCE FACILITY DATA REQUIREMENTS

01 82 00 FUNDAMENTAL COMMISSIONING REQUIREMENTS

01 91 00.00 15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 82 13.00 10 ASBESTOS ABATEMENT

02 83 13.00 20 LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 10 00 ALKALI-SILICA REACTIVITY REDUCTION FOR NON-PAVEMENT

CONCRETE

03 11 13 STRUCTURAL CONCRETE FORMWORK

03 15 13 EXPANSION JOINTS, CONTRACTION JOINTS, AND WATERSTOPS

03 20 01 CONCRETE REINFORCEMENT

03 31 00 CAST-IN-PLACE STRUCTURAL CONCRETE

03 40 00 PRECAST CONCRETE FOR BELOW GRADE SITEWORK

03 45 01 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 21 02 STEEL JOISTS

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

PROJECT TABLE OF CONTENTS Page 3

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 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 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 42 13 METAL WALL PANELS

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 13 COILING COUNTER DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 56 53 BLAST RESISTANT TEMPERED GLASS WINDOWS

08 60 45 TRANSLUCENT PANELS

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 TILE

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 90 00 PAINTS AND COATINGS

PROJECT TABLE OF CONTENTS Page 4

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

10 22 39 FOLDING PANEL PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 - EQUIPMENT

11 13 19.13 LOADING DOCK LEVELERS

DIVISION 12 - FURNISHINGS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 22 00.00 40 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

PROJECT TABLE OF CONTENTS Page 5

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

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

23 01 30.41 HVAC SYSTEM CLEANING

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 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 31 13.00 40 METAL DUCTS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED AND CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS

23 76 00.00 10 EVAPORATIVE COOLING SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 51 00 ENERGY MANAGEMENT CONTROL SYSTEM (EMCS)

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 27 13.10 30 ELECTRIC METERS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 32 33.00 10 UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM ABOVE 15 KVA

CAPACITY

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 13 23.00 40 COMMUNICATIONS OPTICAL BACKBONE CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

PROJECT TABLE OF CONTENTS Page 6

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 16 SUBBASE COURSE

32 11 23 AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK COATS

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

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 93 00 EXTERIOR PLANTS

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 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- END OF PROJECT TABLE OF CONTENTS --

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SUPERVISION BY THE CONTRACTOR

1.3.1 Authority of Contractor Representative

1.4 AGE AND VALUE OF EQUIPMENT

1.5 HAUL ROUTE PLAN

1.6 WORKING HOURS

PART 2 PRODUCTS Not Used

PART 3 EXECUTION Not Used

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL 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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Haul Route Plan

This plan shall include, but not be limited to, haul routes, alternate routes, offices, storage areas, structures, traffic signs, special limits, warning devices, lighting and safety devices.

1.3 SUPERVISION BY THE CONTRACTOR

The following requirements, in addition to those contained in the Contract Clause entitled: SUPERINTENDENCE BY CONTRACTOR, shall be met by the Contractor.

1.3.1 Authority of Contractor Representative

The site representative appointed by the Contractor and approved by the Contracting Officer shall, as a minimum, have the authority to negotiate and execute Supplemental Agreements having a value up to $100,000.

1.4 AGE AND VALUE OF EQUIPMENT

If requested by the Contracting Officer, the Contractor shall provide documentation to establish the age and value of any equipment being utilized to perform work under this contract.

SECTION 01 00 00 Page 2

1.5 HAUL ROUTE PLAN

This plan shall include offices, material storage areas and structures and the access routes to these areas. Haul routes from the sites through the military reservations to major highways shall be indicated. All required traffic signs, special limits, warning devices, lighting and other such safety devices required by EM 385-1-1, OSHA, local cities (on state roads) shall be shown. Provisions shall be made in the plan for alternate routes when excavations block designated haul routes. The plan shall be revised and resubmitted if the haul routes being used are not as shown on the plan.

1.6 WORKING HOURS

The Contractors normal, 8 hour work day shall be from 7:30 AM to 4:00 PM with 30 minutes for lunch. Normal work days shall be Monday through Friday, excluding the observance of Federal holidays. Changes to the specified working hours require written approval by the Contracting Officer. The Contractor shall submit any request for change three (3) working days prior to the proposed change date.

The Contractor shall arrange and limit deliveries to the site of materials and equipment from 9:00 AM to 3:00 PM during working hours.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 00 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 01

ENVIRONMENTAL HAZARDS

PART 1 GENERAL

1.1 ENVIRONMENTAL HAZARDS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 00 01 Page 1

01 00 01

ENVIRONMENTAL HAZARDS

PART 1 GENERAL

1.1 ENVIRONMENTAL HAZARDS

a. Any/all Government supplied environmental information and/or surveys (asbestos, lead paint, etc.), that may or may not be provided in conjunction with this RFP, is the best information available, and is provided for information only.

b. Government provided information and assumptions are intended solely as a means of providing the Offeror a general sense of site and building conditions that may be encountered during design and demolition activities.

c. All OSHA and EPA suspect building materials shall be presumed to contain environmental hazards (i.e., asbestos, LBP, LCP, PCBs in ballasts, mercury switches, etc), unless the prospective Offeror, solely at his own risk and discretion, elects to assume otherwise.

d. Regardless of the Offeror's decision to accept or not accept the above Government hazard assumption, the Offeror shall be responsible during design for fully investigating, field verifying and documenting all information/assumptions, as well as investigating other unknown potential environmental hazards that may be encountered during his performance of work.

e. Prior to any disturbance or demolition, the Offeror shall obtain any necessary permits and shall abate all regulated environmental hazards that may be impacted by his specific work. Work shall be performed in accordance with all local, state and federal regulations. The Offeror shall verify quantity, condition (friability, intactness, etc.) of each environmental hazard identified, specifically highlighting adjacent potential hazards that will not be disturbed or removed.

f. During design the Offeror, at his own expense, may elect to rebut any Government provided information or assumption by using industry standard qualified/certified experts and approved sampling/analytical techniques.

g. The Offeror shall be solely responsible for retaining the services of qualified, certified, licensed professionals, laboratories and others necessary to properly conduct all pre-work/demolition environmental investigations and any subsequent abatement work.

h. Information gathered during design and any subsequent Offeror rebuttals shall be coordinated through the Contracting Officer (CO) and included in the Offeror's Design Analysis for Government review and acceptance.

i. For any building component encountered during construction demolition and suspected to contain a regulated environmental hazard (not previously tested by the Offeror during his design), the Contracting Officer (CO) will have the option of ordering up to 40 samples, to be

SECTION 01 00 01 Page 2 obtained at Offeror expense, to verify, characterize, and quantify, a suspect hazard.

j. The Offeror at his own expense shall abate all regulated environmental hazards subsequently tested by order of the Contacting Officer (CO) including those identified during demolition operations.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 00 01 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 01 50

SEQUENCE OF WORK

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

1.1.1 First Sequence of Work

1.2 SUBMITTALS

PART 2 PRODUCTS Not Used

PART 3 EXECUTION Not Used

-- End of Section Table of Contents --

SECTION 01 01 50 Page 1

SECTION 01 01 50

SEQUENCE OF WORK

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

1.1.1 First Sequence of Work

The Contractor shall perform all work. A number of construction activities can be carried on concurrently and/or sequentially without interference.

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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Sequence of Work Plan; G

The Contractor shall submit for approval a plan of his proposed sequence of construction. The proposed sequence shall be submitted within 15 calendar days after receipt of notice to proceed. The plan may be part of the preliminary network analysis as specified in the Section, PROJECT SCHEDULE, or may be submitted separately. The plan shall show all of the constraints specified in the GENERAL REQUIREMENTS paragraphs above.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 01 50 Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 02 00

SOLE SOURCE JUSTIFICATION

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

PART 2 PRODUCTS Not Used.

PART 3 GENERAL Not Used.

-- End of Section Table of Contents --

SECTION 01 02 00 Page 1

SECTION 01 02 00

SOLE SOURCE JUSTIFICATION

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

The Government has obtained sole source justification for the following brand name items. The Contractor shall provide the listed brand name items without substitution:

a. Advantor Security Systems.

b. Distech Mechanical Controls.

c. Monaco Fire Alarm Transmitters.

d. Nexus 1262/1272 Electric Smart Meter by Electro Industries/Gauge Tech.

e. Securadyne/Lenel Systems.

f. Simplex Fire Alarm System.

PART 2 PRODUCTS

Not Used.

PART 3 GENERAL

Not Used.

-- End of Section --

SECTION 01 02 00 Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 04 00

MECHANICAL ROOM LAYOUT AND COORDINATION

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

1.2 SUBMITTALS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 04 00 Page 1

SECTION 01 04 00

MECHANICAL ROOM LAYOUT AND COORDINATION

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

The Contractor shall coordinate the layout of mechanical, fire protection, and electrical equipment within the mechanical room and shall insure that equipment to be furnished is located such that all equipment is accessible for operation, maintenance, filter replacement, and code requirements.

Contractor shall coordinate with all subcontractors and manufacturers to assure that equipment provided will meet the functional parameters specified and conform to the necessary clearances required by the manufacturer for operation, maintenance and repair.

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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Mechanical Room Plan; G

The Contractor shall submit for approval a mechanical room floor plan of all equipment, including piping, valves, conduits, electrical panels, control panels, and fire protection panels. The floor plan shall be drawn to 1/2" = 1 foot scale and shall indicate dimensionally the locations of all equipment and required clearances recommended by the manufacturer and/or codes. Equipment shall be drawn to scale and noted as to type and model. Interior elevations shall be provided to indicate the intended use of vertical space. The drawings shall reflect all ducting and piping that will affect equipment clearances. The mechanical room layout drawings shall be submitted within 60 calendar days after receipt of notice to proceed in accordance with Section, SUBMITTAL PROCEDURES. These drawings shall show all of the constraints specified in the GENERAL REQUIREMENTS paragraph above and applicable mechanical and electrical technical specification sections. The Contractor shall obtain approval of the mechanical room layout drawings prior to the construction of any component (stub-outs, floor slab, walls, etc.) of the mechanical room..

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 04 00 Page 2

-- End of Section --

SECTION 01 04 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 08 00

PERMITS

PART 1 GENERAL

1.1 EXCAVATION PERMITS

1.2 WELDING PERMIT

PART 2 PRODUCTS Not Used

PART 3 EXECUTION Not Used

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SECTION 01 08 00 Page 1

SECTION 01 08 00

PERMITS

PART 1 GENERAL

1.1 EXCAVATION PERMITS

a. The Contractor shall obtain an excavation permit on AF Form 103 from the Base Civil Engineer prior to performing any required excavation under this contract. The form shall be accompanied by a sketch showing size, depth, location, and extent of all excavation and trenching included in the contract. The completed form shall be submitted to the Base Civil Enginer with a copy to the Resident Engineer at least 30 calendar days prior to the intended date of excavation. During the 30 day period the Base Civil Engineer and Base Communications Officer will make known to the Contractor by drawings, staking, or both, the location of all known buried utilities and communication lines. In these identified areas, only hand excavation will be permitted. Digging permits shall be renewed every 30 calendar days.

b. Contractor shall obtain an Activity Permit from Maricopa County Department of Environmental Quality for any earth moving and/or trenching activities.

1.2 WELDING PERMIT

Where welding of any nature is to be performed on the Base, the Contractor shall apply for a welding permit by calling the Fire Department (623) 856-3766/6641. A permit will be issued within two working days with instructions for welding fire prevention. The Contractor shall be responsible for all costs associated with permits for construction.

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SECTION 01 08 00 Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 LOCATION OF UNDERGROUND UTILITIES

1.5.1 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

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

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, 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.

1.4 EXISTING WORK

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

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

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

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Digging permits need to be submitted thirty (30) calendar days prior to

SECTION 01 11 00 Page 2 excavation occurring so the Base can go out and mark their own utilities.

Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

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SECTION 01 11 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 Capacity of Litchfield Bridge

1.3.1.3 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.3.4 Occupied Buildings

1.3.5 Utility Cutovers and Interruptions

1.4 SECURITY REQUIREMENTS

1.5 PERMITTING

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

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

SD-01 Preconstruction Submittals

Housing Plan; G

Medical Plan; G

Contractor Regulations; G

Transportation of Personnel, Materials, and Equipment; G

Purchase Orders; G

List of Contact Personnel; G

Personnel List; G

Vehicle List; G

Statement of Acknowledgement Form SF 1413; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Contractor must be ready for operation as approved by Contracting Officer before work is started.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

c. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

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

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar

SECTION 01 14 00 Page 2 with and obey Activity 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 Capacity of Litchfield Bridge

The capacity of Luke's bridge over Litchfield Road is Military Load Classification (MLC)30, in accordance with UFC 3-310-08.

1.3.1.3 No Smoking Policy

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

1.3.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contractor Officer, between 7 a.m. and 3:30 p.m., Monday through Friday, and 7 a.m. to 11 p.m. on Saturday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied Buildings

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

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

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the building(s) during the construction period.

SECTION 01 14 00 Page 3

Relocate movable furniture approximately 6 feet away from the Contractor's working area , protect the furniture, and replace the furniture in its original location(s) upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to (8) hours. This time limit includes time for deactivation and reactivation.Written notifications of interruptions must be submitted thirty (30) calendar days in advance of any outage or interruptions in service.

d. Operation of Station Utilities: The Contractor must 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 must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II," "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area."

1.5 PERMITTING

The Contractor is responsible for determining the applicability and obtaining all necessary Federal, State, county, local permits and fees required to complete the construction of this project. The Contractor is responsible for paying all fees associated with obtaining the permits. All required permits will have to be coordinated with the Base Civil Engineering office and the Arizona Department of Environmental Quality (DEQ) offices. The acquisition of permits and Base waivers shall be included in the construction schedule submitted and shall be the complete responsibility of the Contractor with no time extension given for delays due to permits. The permitting process may include, but not be limited to, the submission of the following types of permits: storm water management;

water pollution; floodplain management; discharge permit; solid and hazardous waste; hazardous material tracking; clearing; digging; traffic and closures; air quality; dust control; air emissions; drinking water;

fuel tanks; historic, cultural, and archaeological preservation; noise abatement; endangered species; airport hazard/airfield safety clearances;

generator; temporary airfield construction waiver; FAA Form 7460-1. The permitting guidance in this section is not all inclusive.

Note: Some permits like a digging permit must be submitted thirty (30)

SECTION 01 14 00 Page 4 calendar days prior to excavation, thus it is the Contractor's responsibility to research and determine what permits are required for this project and coordinate with the appropriate offices for review and approval.

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SECTION 01 14 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

INTERFACE WITH OTHER WORK

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

1.1.1 Weekly Meeting

1.1.2 Coordination With Other Work

1.2 SUBMITTALS

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SECTION 01 20 00 Page 1

SECTION 01 20 00

INTERFACE WITH OTHER WORK

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

The Contractor shall make a special effort to fully cooperate with other Contractors and Government employees engaged in other work on and adjacent to the work to be performed under this contract. The Contractor shall coordinate the work herein and the concurrent use of haul roads, aggregate sources and utilities shall become a joint responsibility. Any damage resulting from the use of facilities of other Contractors shall immediately be repaired to the satisfaction of or as directed by the Contracting Officer. If required and allowed, the Contractor shall construct and maintain a temporary detour around any road that is obstructed in the performance of work under this contract.

1.1.1 Weekly Meeting

The Contractor shall meet weekly or bi-weekly with the Government along with any other Contractors working in the area to discuss and coordinate work activities. The Contractor shall prepare and present at the meeting a two (2) to three (3) week window of his NAS of major activities to be performed and coordinated.

1.1.2 Coordination With Other Work

Due to the congested and confined work area at Luke Air Force Base and the requirement for contractors and Government personnel to be working in the same general area of the work to be performed under this contract, the Contractor shall carefully coordinate the work with any ongoing or additional construction in the area, as may be directed by the Contracting Officer. The Contractor shall not commit or permit any act which will interfere with the performance of work by any other Contractor or by Luke Air Force Base personnel. The Contractor shall be liable for any costs incurred by the Government including those associated with settlement of disputes or claims by others due to or arising from the failure of the Contractor to comply with this provision.

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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Area Use Plan; G

The Contractor shall submit to the Contracting Officer's representative for approval within ten (10) calendar days after

SECTION 01 20 00 Page 2 receipt of the Notice to Proceed, an Area Use Plan designating proposed intended use of all areas at the project site and staging area. This plan shall include, but not be limited to the following: borrow removal plan and access roads to the site(s);

drawings showing proposed road detours; drawings showing temporary telephone and electrical installations; temporary water and sewage disposal installations; construction plant and building installations, if any; concrete truck washout area; material storage area; and office or administration facilities.

Construction of any fencing will be the responsibility of the Contractor and performed at no additional cost to the Government.

The Contractor staging area shall be the location of all offices and storage trailers, parking area for company and privately owned vehicles; storage of materials and equipment; storage and disbursement of fuel, oil and gas; maintenance of equipment and fabrication of materials.

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SECTION 01 20 00 Page 3

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 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 MINIMUM INSURANCE REQUIREMENTS

1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

1.7.2 Superintendent Qualifications

1.7.2.1 Duties

1.7.3 Non-Compliance Actions

1.8 PRECONSTRUCTION

1.9 PARTNERING

1.9.1 Formal Partnering

1.9.2 Informal Partnering

1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS

1.11 CONTRACTOR'S REPORT ENTRY FORM

PART 2 PRODUCTS

PART 3 EXECUTION

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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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 LEED DOCUMENTATIONSUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG or other suitable file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names.

Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

SECTION 01 30 00 Page 2

1.5 MINIMUM INSURANCE REQUIREMENTS

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

1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS

Accomplish all contract requirements of Section assigned to the directly with a first tier subcontractor.

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

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

1.7.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.7.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.7.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.8 PRECONSTRUCTION

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

SECTION 01 30 00 Page 3 understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.9 PARTNERING

To most…