Am2_Spec_W91PL-15-R-0002.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

0002 16 JAN 2015

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-15-R-0002

17 DEC 14

FY 15 Construct Flightline Fillstands, Luke Air Force Base, Arizona.

See attached documentation for content of the amendment revisions.

Date for receipt of Proposals is 29 JAN 2015 at 2:00 PM local time

Government Point of Contact: Tracey Daggy, Contract Specialist(213) 452-3239

Am #0002 - 1

Am #0002 - 2 (Continuation SF 30)

USACE, Los Angeles District Contracting Division, East Region Branch

915 Wilshire Blvd, Suite 930 Attn: CESPL-CT-E

Los Angeles, CA 90017 :NOTICE: Failure to acknowledge : Solicitation No. W912PL 15 R 0002 :all amendments may cause rejec- :

:tion of the offer. See FAR : Date of Issue: 17 DEC 2014 :52.215-1 of Section 00 21 16 : Date of Receiving Proposals:

29 JAN 2015

Amendment No. 0002 16 January 2015

SUBJECT: Amendment No. 0002 to Request for Proposal specifications and drawings for Construction of CONSTRUCT FLIGHTLINE FILLSTANDS, NUEX103005, LUKE

AFB, ARIZONA.

Solicitation No. W912PL 15 R 0002.

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications. (Descriptive Changes.)

(1) Volumes 1 and 2, Project Table of Contents, delete Table of Contents in its entirety and substitute the attached revised Project Table of Contents in each volume of the specifications. Revisions have been highlighted.

b. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment.

For convenience, on the revised specification pages, changes have been identified by “[*Am-2]” with underlining of added text and strikeout of deleted text. All reissued and new pages or sections apply.

Pages or Sections Deleted Pages or Sections Substituted or Added

00 73 00 00 73 00 (Para. 1.2) Register Register (Updated Submittal Register) --- 05 59 10 (New Section) --- 07 13 53 (New Section) 33 52 43.11 33 52 43.11 (Deleted Paragraph 2.19.4) 33 52 43.13 33 52 43.13 (Para. 1.1, 1.2, 1.3, 2.1, 2.1.1.1, 2.1.2, 2.1.5.3, 2.1.8, 2.2, 2.3.2, 2.4, 3.6.1, 3.6.2, 3.6.4.1)

c. Drawings (Reissued). The following drawings are revised with latest revision date of 16 JAN 2015, and reissued with this amendment.

(1) PART 1 OF 3

(a) GENERAL

Am #0002 - 3 (Continuation SF 30)

LU03G-002.pdf G-002 INDEX LU03G-003.pdf G-003 INDEX – CONT-D

(b) LOCATION A – SITE

(i) MECHANICAL

LU03-A-MS502.pdf MS502 FUELING PITS AND DETAILS

(2) PART 2 OF 3

(a) LOCATION B - PUMPHOUSE

(i) MECHANICAL LU03-B-M-101.pdf M-101 PIPING PLAN LU03-B-M-201.pdf M-201 FLOW DIAGRAM

d. Drawings (New). The following new drawings dated 09 JAN 2015 are hereby added to the contract drawings and are issued with this amendment.

LOCATION A – SITE

STRUCTURAL

(1) SS504 – ISOLATION VALVE VAULT PLANS & DETAILS

(2) SS505 - VAULT ROLLING COVER SHEET 1 OF 5

(3) SS506 - VAULT ROLLING COVER SHEET 2 OF 5

(4) SS507 - VAULT ROLLING COVER SHEET 3 OF 5

(5) SS508 - VAULT ROLLING COVER SHEET 4 OF 5

(6) SS509 - VAULT ROLLING COVER SHEET 5 OF 5

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged on the Standard Form 1442. All other conditions and requirements of the request for proposal remain unchanged. If the proposals have been mailed prior to receiving this amendment, you will notify the office where proposals are received, in the specified manner, immediately of its receipt and of any changes in your proposal occasioned thereby.

a. Hand-Carried Proposals shall be delivered to the US Army Engineer District, Los Angeles, Security Office, 915 Wilshire Blvd, Suite 1101, Los Angeles, California 90017. See Section 00 21 16, INSTRUCTIONS TO OFFERORS (RFP), paragraph SPECIAL INSTRUCTIONS PERTAINING TO HAND-CARRIED OFFERS.

b. Mailed Proposals shall be addressed as noted in Item 8 on Standard Form 1442.

3. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 29 JAN 2015.

Attachments:

Project Table of Contents (Volumes 1 and 2) Spec Pages listed in 1.b. above Dwgs. listed in 1.c. and 1.d. above

USACE, Los Angeles District Contracting Division, East Region Branch 915 Wilshire Blvd, Suite 930 Attn: CESPL-CT-E Los Angeles, CA 90017

16 January 2015 drl/2181

This page was intentionally left blank for duplex printing.

00 01 10 - 1 PROJECT TABLE OF CONTENTS

SPECIFICATIONS FOR CONSTRUCTION OF

CONSTRUCT FLIGHTLINE FILLSTANDS

NUEX103005

LUKE AFB, ARIZONA

PROJECT TABLE OF CONTENTS

VOLUME 1 OF 2 – DIVISION 00 – DIVISION 23

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 10 PROJECT TABLE OF CONTENTS

SF1442 STANDARD FORM SF1442 – SOLICITATION, OFFER AND AWARD

00 10 00 PRCING SCHEDULE

00 21 16 INSTRUCTIONS TO OFFERORS

00 21 16AT REQUIRED CONTRACTOR REGISTRATION

00 22 00 SUPPLEMENTARY INSTRUCTIONS

00 22 16 SUPPLEMENTARY INSTRUCTIONS TO PROPOSERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 GENERAL CONDITIONS (CONTRACT CLAUSES)

00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT REQUIREMENTS)

DIVISION 01 - GENERAL REQUIREMENTS

01 20 00 INTERFACE WITH OTHER WORK

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

REGISTER SUBMITTAL REGISTER

E4025 ENG FORM 4025, TRANSMITTAL FORM

01 33 29 LEED(TM) DOCUMENTATION

01 33 29AT AIRFORCE MILCON SUSTAINABILTY REQUIREMENTS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 54 00 SECURITY

01 54 00AT SECURITY ATTACHMENTS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 20.00 10AT NPDES GENERAL PERMIT AZG2013-0001

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

01 5800AT SAFETY PERFORMANCE SIGN

01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 72 80 TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY

01 72 80AT DD1354 - UNEDITED

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

Am #0002

00 01 10 - 2 PROJECT TABLE OF CONTENTS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 23.33 OPERATION AND MAINTENANCE MANUALS FOR AVIATION FUEL SYSTEMS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 65 00 UNDERGROUND WASTE SUMP REMOVAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

DIVISION 03 - CONCRETE

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

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

[*Am-2]

05 21 19 OPEN WEB STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 59 10 ROLLING COVER FOR AVIATION REFUELING VAULTS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

[*Am-2]

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 51 13 BUILT-UP ASPHALT ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 15.00 20 ALUMINUM STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

00 01 10 - 3 PROJECT TABLE OF CONTENTS

08 51 13 ALUMINUM WINDOWS

08 51 23 STEEL WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

09 97 13.17 THREE COAT EPOXY INTERIOR COATING OF WELDED STEEL PETROLEUM

FUEL TANKS

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 10 - SPECIALTIES

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 36 00.00 20 MANUFACTURED VANITIES

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS (PUMP HOUSE)

13 34 20 THERMO MANAGEMENT SHELTER

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

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

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 23 00 REFRIGERANT PIPING

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

00 01 10 - 4 PROJECT TABLE OF CONTENTS

COVER SHEET – VOLUME 2 OF 2

00 01 10 PROJECT TABLE OFCONTENTS

VOLUME 2 OF 2 – DIVISION 26 – DIVISION 41

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARD

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION WITH ARC FLASH HAZARD

STUDY

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

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 17.00 10 CATHODIC PROTECTION SYSTEM (IMPRESSED CURRENT)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

26 56 20.00 10 AIRFIELD AND HELIPORT LIGHTING AND VISUAL NAVIGATION AIDS

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 00.00 10 FIRE DETECTION AND ALARM SYSTEM, DIRECT CURRENT LOOP

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 HOT-MIX ASPHALT PAVING

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

PAVEMENTS

32 16 13 CONCRETE SIDEWALKS

32 17 24.00 10 PAVEMENT MARKINGS

32 31 13.53 CHAIN LINK FENCES AND GATES

00 01 10 - 5 PROJECT TABLE OF CONTENTS

DIVISION 33 - UTILITIES

33 01 50.01 CLEANING WASTE SUMP

33 08 53 AVIATION FUEL DISTRIBUTION SYSTEM START-UP

33 08 53SAT START-UP ACCEPTANCE TESTS

33 08 53CET CHECK LIST FOR EQUIPMENT TEST

33 09 53 AVIATION FUEL PUMP CONTROL AND ANNUNCIATION SYSTEM

33 11 00 WATER DISTRIBUTION

33 24 00 MONITORING WELL PROTECTION, MODIFICATION, ABANDONMENT, OR

RELOCATION

33 30 00 SANITARY SEWERS

33 32 13.14 PACKAGED SEWAGE LIFT STATIONS, GRINDER PUMP TYPE

33 34 00 FORCE MAINS; SEWER

33 40 00 STORM DRAINAGE UTILITIES

33 52 43.11 AVIATION FUEL MECHANICAL EQUIPMENT

33 52 43.12 AVIATION FUEL PANTOGRAPHS

33 52 43.13 AVIATION FUEL PIPING

33 52 43.14 AVIATION FUEL CONTROL VALVES

33 52 43.23 AVIATION FUEL PUMPS

33 52 43.28 FILTER SEPARATOR, AVIATION FUELING SYSTEM

33 56 63 FUEL IMPERMEABLE LINER SYSTEM

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

33 82 00AT AETC FIRST 400 FEET - LUKE SUP MAR 10

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.24 BRIDGE CRANES, OVERHEAD HAND OPERATED, UNDER RUNNING

-- End of Project Table of Contents --

This page was intentionally left blank for duplex printing.

Construct Flightline Fillstands, NUEX103005, Luke AFB, Arizona LU03

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 00

SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT REQUIREMENTS)

4/07, Rev 08/14

PART 1 GENERAL

1.1 (FAR 52.211-10) COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(APR 1984)

1.2 (FAR 52.211-12) LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000)

1.3 (FAR 52.211-13) TIME EXTENSIONS (SEPT 2000)

1.4 (FAR 52.211-14) NOTICE OF PRIORITY RATING FOR NATIONAL DEFENSE,

EMERGENCY PREPAREDNESS, AND ENERGY PROGRAM USE (APR 2008)

1.5 (FAR 52.222-23) NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO

ENSURE EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

1.6 (FAR 52.236-1) PERFORMANCE OF WORK BY CONTRACTOR (APR 1984)

1.7 (FAR 52.236-4) PHYSICAL DATA (APR 1984)

1.8 (UAI 31.105-101) EQUIPMENT OWNERSHIP AND OPERATING EXPENSE

SCHEDULE (MAR 1995)

1.9 (UAI 52.232-5000) PAYMENT FOR MATERIALS DELIVERED OFF-SITE

1.10 (DFARS 252.236-7001) CONTRACT DRAWINGS AND SPECIFICATIONS (AUG

2000)

1.11 252.236-7005 AIRFIELD SAFETY PRECAUTIONS. (DEC 1991)

1.12 ER 415-1-15 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT

89)

1.13 PARTNERING

1.14 ACCURALS

1.15 (UAI 22.406-6-100) CONTRACTOR SUPPLY AND USE OF ELECTRONIC

SOFTWARE FOR PROCESSING CONSTRUCTION WAGE RATE REQUIREMENTS

CERTIFIED LABOR PAYROLLS (APRIL 2011)

1.16 UAI 15.504-100 AWARD TO SUCCESSFUL OFFEROR

1.17 UAI 22.1302-100 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS

OF ENGINEERS CONTRACTS

1.18 WAGE RATE APPLICATION

1.18.1 Building Schedule

1.18.2 Highway Schedule

1.18.3 Heavy Schedule

PART 2 NOT USED

PART 3 NOT USED

-- End of Section Table of Contents --

DOCUMENT 00 73 00 Page 1

SECTION 00 73 00

SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT REQUIREMENTS)

4/07, Rev 08/14

PART 1 GENERAL

1.1 (FAR 52.211-10) COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR

1984)

The Contractor shall be required to (a) commence work under this contract within ten (10) calendar days after the date of receipt by him of Notice to Proceed, (b) prosecute said work diligently, and (c) complete the entire work ready for use not later 540 calendar days after receipt of Notice to Proceed. The time stated for completion of the project shall include final cleanup of the premises.

(End of clause)

1.2 (FAR 52.211-12) LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000)

[*Am-2]

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $1420.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed.

These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

1.3 (FAR 52.211-13) TIME EXTENSIONS (SEPT 2000)

Time extensions for contract changes will depend upon the extent, if any, by which the changes cause delay in the completion of the various elements of construction. The change order granting the time extension may provide that the contract completion date will be extended only for those specific elements related to the changed work and that the remaining contract completion dates for all other portions of the work will not be altered.

The change order also may provide an equitable readjustment of liquidated damages under the new completion schedule.

(End of clause)

1.4 (FAR 52.211-14) NOTICE OF PRIORITY RATING FOR NATIONAL DEFENSE,

EMERGENCY PREPAREDNESS, AND ENERGY PROGRAM USE (APR 2008)

Any contract awarded as a result of this solicitation will be a DO rated order certified for national defense, emergency preparedness, and energy program use under the Defense Priorities and Allocations System (DPAS) (15 CFR 700), and the Contractor will be required to follow all of the requirements of this regulation.

(End of provision) (End of clause)

DOCUMENT 00 73 00 Page 2

1.5 (FAR 52.222-23) NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE

EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for Minority Participation Goals for Female Participation for Each Trade for Each Trade

15.8 6.9

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs Office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction," and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the -

(1) Name, address, and telephone number of the subcontractor;

(2) Employer identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is Phoenix, AZ SMSA 6200, of which

DOCUMENT 00 73 00 Page 3

Maricopa county is a part.

1.6 (FAR 52.236-1) PERFORMANCE OF WORK BY CONTRACTOR (APR 1984)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least twelve (12) percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

(End of clause)

1.7 (FAR 52.236-4) PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractors' information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and soil borings. The data shown graphically and by symbol for each respective boring represents the actual geologic features observed and logged at the location given on the drawings. While the borings are representative of subsurface conditions at their respective locations and for their respective vertical reaches, local minor variations characteristic of the subsurface materials of this region could occur.

(b) Weather conditions shall have been investigated by the Contractor to satisfy himself as to the hazards likely to arise therefrom.

Complete weather records and reports may be obtained from the local U.S. Weather Bureau.

(c). Transportation facilities shall have been investigated by the Contractor to satisfy himself as to the existence of access highways and railroad facilities.

(End of clause)

1.8 (UAI 31.105-101) EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

(MAR 1995)

(a) This clause does not apply to terminations. See 52.249-5000, Basis for settlement of proposals and FAR Part 49.

(b) Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a Contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the Contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series of equipment from the Contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region VII. Copies of each regional schedule may be obtained through the following Internet site:

http://www.publications.usace.army.mil/USACEPublications/EngineerPamphlets.aspx.

Currently the "Construction Equipment Ownership and Operating Expense

DOCUMENT 00 73 00 Page 4

Schedule" can be accessed on page 11 of 14 of the afore indicated URL.

Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be developed using the formula provided in the schedule. For forward pricing, the Schedule in effect at the time of negotiations shall apply. For retrospective pricing, the Schedule in effect at the time the work was performed shall apply.

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

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

1.9 (UAI 52.232-5000) PAYMENT FOR MATERIALS DELIVERED OFF-SITE

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

(1) materials required by the technical provisions; or

(2) materials that have been fabricated to the point where they are identifiable to an item of work required under this contract;

or.

(3) Items specifically listed below.

(b) Payment for materials delivered off-site shall be made only after receipt of paid invoices listing the value of material and labor incorporated in the items along with a canceled check showing the prime contractor's title to the time delivered off site. Payment for materials delivered off-site shall be limited to the following items:

(i.e. Petroleum products.)

1.10 (DFARS 252.236-7001) CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall-

(1) Check all drawings furnished immediately upon receipt;

DOCUMENT 00 73 00 Page 5

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the index of drawings.

(End of clause)

1.11 252.236-7005 AIRFIELD SAFETY PRECAUTIONS. (DEC 1991)

(a) Definitions. As used in this clause --

(1) "Landing areas means" --

(i) The primary surfaces, comprising the surface of the runway, runway shoulders, and lateral safety zones. The length of each primary surface is the same as the runway length. The width of each primary surface is 2,000 feet (1,000 feet on each side of the runway centerline);

(ii) The "clear zone" beyond the ends of each runway, i.e., the extension of the primary surface for a distance of 1,000 feet beyond each end of each runway;

(iii) All taxiways, plus the lateral clearance zones along each side for the length of the taxiways (the outer edge of each lateral clearance zone is laterally 250 feet from the far or opposite edge of the taxiway, e.g., a 75-foot-wide taxiway would have a combined width of taxiway and lateral clearance zones of 425 feet); and

(iv) All aircraft parking aprons, plus the area 125 feet in width extending beyond each edge all around the aprons.

(2) "Safety precaution" areas means those portions of approach-departure clearance zones and transitional zones where placement of objects incident to contract performance might result in vertical projections at or above

DOCUMENT 00 73 00 Page 6 the approach-departure clearance, or the transitional surface.

(i) "The approach-departure clearance surface" is an extension of the primary surface and the clear zone at each end of each runway, for a distance of 50,000 feet, first along an inclined (glide angle) and then along a horizontal plane, both flaring symmetrically about the runway centerline extended.

(A) The inclined plane (glide angle) begins in the clear zone 200 feet past the end of the runway (and primary surface) at the same elevation as the end of the runway. It continues upward at a slope of 50:1 (1 foot vertically for each 50 feet horizontally) to an elevation of 500 feet above the established airfield elevation. At that point the plane becomes horizontal, continuing at that same uniform elevation to a point 50,000 feet longitudinally from the beginning of the inclined plane (glide angle) and ending there.

(B) The width of the surface at the beginning of the inclined plane (glide angle) is the same as the width of the clear zone. It then flares uniformly, reaching the maximum width of 16,000 feet at the end.

(ii) The "approach-departure clearance zone" is the ground area under the approach-departure clearance surface.

(iii) The "transitional surface" is a sideways extension of all primary surfaces, clear zones, and approach-departure clearance surfaces along inclined planes.

(A) The inclined plane in each case begins at the edge of the surface.

(B) The slope of the incline plane is 7:1 (1 foot vertically for each 7 feet horizontally). It continues to the point of intersection with the --

(1) Inner horizontal surface (which is the horizontal plane 150 feet above the established airfield elevation); or

(2) Outer horizontal surface (which is the horizontal plane 500 feet above the established airfield elevation), whichever is applicable.

(iv) The "transitional zone" is the ground area under the transitional surface. (It adjoins the primary surface, clear zone, and approach-departure clearance zone.)

(b) General. (1) The Contractor shall comply with the requirements of this clause while --

(i) Operating all ground equipment (mobile or stationary);

(ii) Placing all materials; and

(iii) Performing all work, upon and around all airfields.

(2) The requirements of this clause are in addition to any other safety requirements of this contract.

(c) The Contractor shall -

(1) Report to the Contracting Officer before initiating any work;

DOCUMENT 00 73 00 Page 7

(2) Notify the Contracting Officer of proposed changes to locations and operations;

(3) Not permit either its equipment or personnel to use any runway for purposes other than aircraft operation without permission of the Contracting Officer, unless the runway is -

(i) Closed by order of the Contracting Officer; and

(ii) Marked as provided in paragraph (d)(2) of this clause;

(4) Keep all paved surfaces, such as runways, taxiways, and hardstands, clean at all times and, specifically, free from small stones which might damage aircraft propellers or jet aircraft;

(5) Operate mobile equipment according to the safety provisions of this clause, while actually performing work on the airfield. At all other times, the Contractor shall remove all mobile equipment to locations -

(i) Approved by the Contracting Officer;

(ii) At a distance of at least 750 feet from the runway centerline, plus any additional distance; and

(iii) Necessary to ensure compliance with the other provisions of this clause; and

(6) Not open a trench unless material is on hand and ready for placing in the trench. As soon as practicable after material has been placed and work approved, the Contractor shall backfill and compact trenches as required by the contract. Meanwhile, all hazardous conditions shall be marked and lighted in accordance with the other provisions of this clause.

(d) Landing areas. The Contractor shall -

(1) Place nothing upon the landing areas without the authorization of the Contracting Officer;

(2) Outline those landing areas hazardous to aircraft, using (unless otherwise authorized by the Contracting Officer) red flags by day, and electric, battery-operated low-intensity red flasher lights by night;

(3) Obtain, at an airfield where flying is controlled, additional permission from the control tower operator every time before entering any landing area, unless the landing area is marked as hazardous in accordance with paragraph (d)(2) of this clause;

(4) Identify all vehicles it operates in landing areas by means of a flag on a staff attached to, and flying above, the vehicle. The flag shall be three feet square, and consist of a checkered pattern of international orange and white squares of 1 foot on each side (except that the flag may vary up to ten percent from each of these dimensions);

(5) Mark all other equipment and materials in the landing areas, using the same marking devices as in paragraph (d)(2) of this clause; and

(6) Perform work so as to leave that portion of the landing area which is available to aircraft free from hazards, holes, piles of material, and projecting shoulders that might damage an airplane tire.

DOCUMENT 00 73 00 Page 8

(e) Safety precaution areas. The Contractor shall -

(1) Place nothing upon the safety precaution areas without authorization of the Contracting Officer;

(2) Mark all equipment and materials in safety precaution areas, using (unless otherwise authorized by the Contracting Officer) red flags by day, and electric, battery-operated, low-intensity red flasher lights by night;

and

(3) Provide all objects placed in safety precaution areas with a red light or red lantern at night, if the objects project above the approach-departure clearance surface or above the transitional surface.

1.12 ER 415-1-15 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 89)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the contract clause entitled "Default: Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

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

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

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

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

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

5 3 2 1 1 0 2 2 1 1 2 3

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled workday. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated listed above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)".

DOCUMENT 00 73 00 Page 9

1.13 PARTNERING

LEVEL A PARTNERING: To most effectively accomplish this contract, the GOVERNMENT requires the formation of a cohesive partnership with the CONTRACTOR and its subcontractors. Key Government personnel, including the Using Agency who will occupy the facility, Base Civil Engineering, AFCEE and US Army Corps of Engineers shall be invited to participate in the partnering process. Key members of the prime and subcontractors teams, including senior management, must participate. The partnership will draw on the strength of each organization in an effort to achieve a quality project done right the first time, within budget, on schedule, and without any safety mishaps. The initial session shall be one-day minimum and the follow-on sessions, held at a minimum of once every three months or as agreed to by the partners, shall be a half-day minimum. The initial partnering session may be held away from the project site at a location acceptable to the CONTRACTOR and to the GOVERNMENT; the follow-on sessions can be held at locations agreed to by the partners. The Contractor shall provide all costs associated with the partnering effort including facilitator, meeting room, materials and other incidental items. Before the partnering session, the Contractor shall coordinate with the facilitator to ensure that all required items (audio-visual equipment, two easels, flipchart paper, colored markers, note pads, pens/pencils, colored flash cards, etc.) are readily available at the partnering session. The CONTRACTOR shall copy all necessary documents for distribution to all attendees. The facilitator must be acceptable to both the CONTRACTOR and the GOVERNMENT. The participants shall bear their own costs for meals, lodging and transportation associated with partnering.

1.14 ACCURALS

ACCRUALS: In accordance with USACE Engineer Financial Regulation (ER) 37-1-30 and other applicable Federal and DOD financial accounting standards, the contractor is required to assist government personnel with providing reasonably accurate accrual estimates. The accrual is from the thru date of the period of performance (Eng Form 93, block 9) to the end for the month of the value of goods and/or services rendered/expected to be rendered to the Government pursuant to this contract. This is for each calendar month during which goods and services are delivered. Standard forms with instructions will be provided by the Government to assist with meeting this requirement. These monthly estimates, which facilitate timely entry of accruals, must be received by the Government on or before six (6) business days prior to each calendar month-end.

1.15 (UAI 22.406-6-100) CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE

FOR PROCESSING CONSTRUCTION WAGE RATE REQUIREMENTS CERTIFIED LABOR PAYROLLS

(APRIL 2011)

(a) The Contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Construction Wage Rate Requirements statutes as stated in FAR 52.222-8, PAYROLLS AND BASIC RECORDS and FAR 52.222-13, COMPLIANCE WITH CONSTRUCTION WAGE RATE AND RELATED

REGULATIONS.

(b) If the Contractor elects to use an electronic Construction Wage Rate payroll processing system, then the Contractor shall be responsible for obtaining and providing for all access, licenses, and other services

DOCUMENT 00 73 00 Page 10 required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the Contractor to comply with Construction Wage Rate and related statutes regulations. When the Contractor uses an electronic Construction Wage Rate payroll system, the electronic payroll service shall be used by the Contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the Contractor chooses to use an electronic Construction Wage Rate payroll system, then the Contractor shall obtain and provide electronic system access to the Government, as required to comply with the Construction Wage Rate and related statutes regulations over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the Contractor.

(c) The Contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria: commercially available; compliant with appropriate Construction Wage Rate payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract;

capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://rms.usace.army.mil) for export in an Excel spreadsheet to be imported into the Contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's Resident Management System (RMS); demonstrated security of data and data entry rights; ability to produce Contractor-certified electronic versions of weekly payroll data;

ability to identify erroneous entries and track the data/time of all versions of the certified Davis Bacon payrolls submitted to the government over the life of the contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic Construction Wage Rate payroll processing system shall be provided to the Government during contract closeout.

(d) All Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service shall be included in the Contractor's price for the overall work under the contract. The costs for Construction Wage Rate Requirements (Davis-Bacon Act) compliance using electronic payroll processing services shall not be a separately bid/proposed or reimbursed item under this contract.

1.16 UAI 15.504-100 AWARD TO SUCCESSFUL OFFEROR

Only a warranted Contracting Officer (either a Procuring Contracting Officer (PCO), or an Administrative Contracting Officer (ACO)), acting within their delegated limits, has the authority to issue modifications or otherwise change the terms and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract you shall not proceed with the change and shall immediately notify the Contracting Officer.

1.17 UAI 22.1302-100 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF

ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, DOCUMENT 00 73 00 Page 11

FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

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

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

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

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

Army Wounded Warrior Program-http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heros http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material http://www.whitehouse.gov/sites/default/files/docs/white house business council - guide to hiring veterans O.pdf

1.18 WAGE RATE APPLICATION

1.18.1 Building Schedule

Applicable to all building construction and work up to 5 feet outside of the building.

1.18.2 Highway Schedule

Applicable to the construction, alteration or repair of roads, streets, highways, runways, taxiways, alleys, trails, paths, parking areas, and other similar projects.

1.18.3 Heavy Schedule

Applicable to all work not properly classified as either building, highway or residential.

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

DOCUMENT 00 73 00 Page 12

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Construct Flightline Fillstands, NUEX103005, Luke AFB, Arizona

01 20 00 SD-01 Preconstruction Submittals G ROArea Use Plan

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3.4 G ROProject Schedule

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1.10 G ROSubmittal Register

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1.4 G ROLEED Implementation Plan

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1.5 G ROLEED Documentation Notebook

01 35 26 SD-01 Preconstruction Submittals G ROZero Accident Program (ZAP)

1.7 G ROAccident Prevention Plan (APP)

1.8 G ROActivity Hazard Analysis (AHA)

1.7.1 G ROCrane Critical Lift Plan

1.5.1.1 G ROSite Safety and Health Officer

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1.5.1.2 G ROCrane Operators

SD-06 Test Reports 1.12Notifications and Reports

1.12.2 G ROAccident Reports

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SD-07 Certificates 1.9Confined Space Entry Permit

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01 35 26 1.9Hot work permit 1.14License Certificates

01 35 29.13 SD-02 Shop Drawings

1.15.1 G ROWork Zones

SD-03 Product Data 1.12Exposure Monitoring/Air

Sampling Program 1.15.2Site Control Log 1.11.4Employee Certificates

01 50 00 SD-01 Preconstruction Submittals

1.4 G ROConstruction site plan

3.4.1 G ROTraffic control plan

1.6 G ROTemporary Construction Waiver

Excavation Permits SD-06 Test Reports

2.2.5 G ROBackflow Preventer Tests

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1.5.1 G ROBackflow Tester

1.5Backflow Preventers

01 57 20.00 10 SD-01 Preconstruction Submittals

1.7 G ROEnvironmental Protection Plan

3.1.1 G ROStorm Water Pollution Prevention

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2.1.3Mill Certificate or Affidavit 01 62 35 SD-01 Preconstruction Submittals

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01 62 35 1.7 G ROBiobased Products 01 72 80 SD-11 Closeout Submittals

G RODD Form 1354 01 74 19 SD-01 Preconstruction Submittals

1.6 G ROWaste Management Plan

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1.7Records 01 78 00 SD-03 Product Data

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1.8.1Warranty Management Plan 1.8.5Warranty Tags 1.5Spare Parts Data

SD-08 Manufacturer’s Instructions 1.6Preventative Maintenance 1.6Condition Monitoring (Predictive

Testing) 1.6Inspection 1.8.1Instructions

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