Amendment_0002.pdf

W68SBV60677649

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to incorporate the changes outlined in the Summary of Changes.

The bid opening date remains unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 18

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

16C. DATE SIGNED

BY 08-Sep-2016

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer) (Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EF-16-B-0010

X 9B. DATED (SEE ITEM 11)

10-Aug-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 1 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 you 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 APPROPRIATION DATA (If required)

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

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

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.

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

08-Sep-2016

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

HILLARY A. MORGAN

201 N. THIRD AVENUE

WALLA WALLA WA 99362

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W912EF-16-B-0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

Summary of changes for Amend - 0002 McNary Turbine Storage Building

CONTRACT

1. Section 0700 – CONTRACT CLAUSES

a. Revised Clause 252.236-7001 “CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS” –

See highlights for location of revisions

b. Added Clause 52.245-1, Government Property (Apr 2012)

c. Added Clause 52.245-9, Use and Charges (Apr 2012)

d. Added Clause 252.211-7007, Reporting of Government-Furnished Property (Aug 012)

e. Added Clause 252.245-7001, Tagging, Labeling, and Marking of Government-Furnished Property

(Apr 2012)

f. Added Clause 252.245-7002, Reporting Loss of Government Property (Apr 2012)

g. Added Clause 252.245-7003, Contractor Property Management System Administration (Apr 2012)

h. Added Clause 252.245-7004, Reporting, Reutilization, and Disposal (Mar 2015)

2. SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

a. Added Government Furnished Property Information

3. Revised Davis-Bacon Wage Determination

SPECIFICATIONS

1. Added Section 01 51 00.00 28 “TEMPORARY UTILITIES”

2. Section 01 55 10.00 28 “CONTRACTOR WORK, ACCESS AND STORAGE AREAS”

a. Revised paragraph 1.5.1 “Work and Storage Areas” - See red line for location of revised wording

b. Revised paragraph 1.5.2 “Access to Work Area” - See red line for location of revised wording

c. Deleted paragraph “Public Access Barriers” – See red line for location of deleted wording

d. Revised paragraph 1.7 “GOVERNMENT ROADWAYS AND DECK ACCESS RESTRICTIONS” -

See red line for location of revised wording

e. Revised paragraph 1.8 “DUST CONTROL PLAN” - See red line for location of revised wording

3. Section 13 34 19.10 28 “PRE-ENGINEERED METAL BUILDING SYSTEMS”

a. Revised paragraph 1.1 “REFERENCES”

- Added reference – ASTM E1592 - See red line for location of added reference

- Revised title to reference ASCE 7 - See red line for location of revised title

- Added reference – AC472 - See red line for location of added reference

b. Revised paragraph 1.3.2.1 “Manufacturer” – See red line for location of revised wording

c. Revised paragraph 2.3.3 “Factory Color Finish” – See red line for location of revised wording

4. Section 27 10 00.00 27 “BUILDING TELECOMMUNICATIONS CABLING SYSTEM”

a. Deleted paragraph “Telecommunications Room (TR)” - See red line for location of deleted wording

b. Deleted paragraph “Entrance Facility (EF) (Telecommunications)” - See red line for location of deleted wording

c. Deleted paragraph “Entrance Room (ER) (Telecommunications)” – See red line for location of deleted wording

d. Deleted paragraph “Open Office” - See red line for location of deleted wording

e. Revised paragraph 1.4 “SYSTEM DESCRIPTION” - See red line for location of revised wording

f. Deleted paragraph “Backbone Copper”

g. Revised paragraph 2.3.2 “Horizontal Cabling” - See red line for location of revised wording

h. Revised paragraph 2.3.2.1 “Horizontal Copper” - See red line for location of revised wording

i. Revised paragraph 2.3.3.1 “Work Area Copper” - See red line for location of revised wording

j. Revised paragraph 2.4.2 “Equipment Support Frame - See red line for location of revised wording

k. Revised paragraph 2.4.4 “Patch Panels” - See red line for location of revised wording

l. Revised paragraph 2.4.5 “Optical Fiber Distribution Panel”

m. Deleted paragraph “Optical Fiber Adapters” - See red line for location of deleted wording

n. Deleted paragraph “Optical Fiber Connectors” - See red line for location of deleted wording

o. Deleted paragraph “Cover Plates” - See red line for location of deleted wording

p. Added paragraph “Faceplates” - See red line for location of added wording

q. Revised paragraph 2.7 “TERMINAL CABINETS” - See red line for location of revised wording

r. Revised paragraph 3.1.1 “Cabling” - See red line for location of revised wording

s. Revised paragraph 3.1.1.1 “Open Cable” - See red line for location of revised wording

t. Revised paragraph 3.1.1.2 “Backbone Cable” - See red line for location of revised wording

u. Revised paragraph 3.1.5.3 “Cables” - See red line for location of revised wording

v. Deleted paragraph “Multi-User Telecommunications Outlet Assembly (MUTOA)” - See red line for location of deleted wording

w. Revised paragraph 3.1.6 “Telecommunications Space Termination” - See red line for location of revised wording

x. Revised paragraph 3.5.1 “Telecommunications Cabling Testing” - See red line for location of revised wording

y. Revised paragraph 3.5.1.3 “Performance Tests” - See red line for location of revised wording

z. Deleted paragraph “Final Verification Tests”

DRAWINGS

1. Revised drawing T-001 – See brackets for revisions

2. Revised drawing T-101 - See brackets for revisions

3. Revised drawing S-100 – See brackets for revisions

4. Revised Drawing Index G-0002 – See brackets for revisions

5. Added drawing T-502, Telecommunication Details

SECTION 00700 - CONTRACT CLAUSES

The following have been added by reference:

52.245-1 Government Property APR 2012 52.245-9 Use And Charges APR 2012 252.211-7007 Reporting of Government-Furnished Property AUG 2012 252.245-7001 Tagging, Labeling, and Marking of Government-Furnished

Property

APR 2012

252.245-7002 Reporting Loss of Government Property APR 2012 252.245-7003 Contractor Property Management System Administration APR 2012 252.245-7004 Reporting, Reutilization, and Disposal MAR 2015

The following have been modified:

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;

(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 following index of drawings:

Drawing Number

Sheet Number

MCNARY TURBINE STORAGE BUILDING

Revision Number

Date

GENERAL

MDG-1-0-28/7 G-001 COVER SHEET AND LOCATION MAPS

MDG-1-0-28/8 G-002 INDEX TO DRAWINGS A 9/6/16

GEOTECHNICAL

MDG-1-7-28/1 B-101 GEOTECHNICAL INFORMATION

CIVIL

MDG-1-7-28/2 C-001 LEGEND, ABBREVIATIONS - AND GENERAL NOTES

MDG-1-7-28/3 C-101 OVERALL SITE PLAN

MDG-1-7-28/4 C-102 SITE PLAN

MDG-1-7-28/5 C-103 GRADING AND - STORM DRAINAGE PLAN

MDG-1-7-28/6 C-104 POTABLE WATER PIPING - PLAN

MDG-1-7-28/7 C-301 STORM DRAINAGE SECTIONS

MDG-1-7-28/8 C-501 STORM DRAINAGE DETAILS

MDG-1-7-28/9 C-502 MISC. DETAILS

MDG-1-7-28/10 C-503 FLOOR DETAILS

MDG-1-7-28/11 C-504 POTABLE WATER PIPING - DETAILS

MDG-1-7-28/12 C-505 THRUST RESTRAINT - DETAILS

STRUCTURAL

MDG-1-5-28/25 S-100 FOUNDATION PLAN A 9/6/16

MDG-1-5-28/26 S-101 JOINTING PLAN

MDG-1-5-28/27 S-501 JOINTING DETAILS

MDG-1-5-28/28 S-502 JOINTING DETAILS

ARCHITECTURAL

MDG-1-2-28/29 A-001 LEGEND, ABBREVIATIONS - AND GENERAL NOTES

MDG-1-2-28/30 A-101 FLOOR PLAN

MDG-1-2-28/31 A-102 ROOF PLAN

MDG-1-2-28/32 A-201

BUILDING ELEVATIONS 1 - SOUTH & WEST

ELEVATIONS

MDG-1-2-28/33 A-202

BUILDING ELEVATIONS 2 - NORTH & EAST

ELEVATIONS

MDG-1-2-28/34 A-301 BUILDING SECTION 1

MDG-1-2-28/35 A-302 BUILDING SECTION 2

MDG-1-2-28/36 A-401 PLAN OF SLOPED FLOOR AREA

MDG-1-2-28/37 A-501 BUILDING AND DOOR DETAILS

MDG-1-2-28/38 A-502 LOUVER SCHEDULE AND DETAILS

MDG-1-2-28/39 A-503 PIPE BOLLARD DETAILS

MDG-1-2-28/40 A-504 INTERIOR WALL DETAILS

MECHANICAL

NDG-1-3-28/34 M-101 MECHANICAL - (PLAN VIEW)

NDG-1-3-28/35 M-401 MECHANICAL - ENLARGED VIEWS AND DETAILS

NDG-1-3-28/36 M-601 MECHANICAL - SCHEDULES AND CONTROLS

ELECTRICAL

MDG-1-6-28/35 E-001 LEGEND, ABBREVIATIONS - AND GENERAL NOTES

MDG-1-6-28/36 E-002 ELECTRICAL SITE PLAN

MDG-1-6-28/37 E-101 LIGHTING PLAN

MDG-1-6-28/38 E-102 POWER PLAN

MDG-1-6-28/39 E-501 LIGHTING DETAILS

MDG-1-6-28/40 E-502 LIGHTING CONTROL DETAILS

MDG-1-6-28/41 E-503 GROUNDING DETAILS

MDG-1-6-28/42 E-504 TRANSFORMER/JUNCTION - VAULT DETAILS

MDG-1-6-28/43 E-505 VAULT GROUNDING DETAILS

MDG-1-6-28/44 E-506 DUCTBANK DETAILS

MDG-1-6-28/45 E-507

EXISTING 4-WAY SWTICHGEAR - AND

WAREHOUSE TRANSFORMERS

MDG-1-6-28/46 E-508 6-WAY SWTICHGEAR - VAULT DETAILS

MDG-1-6-28/47 E-601 ONE LINE DIAGRAM

MDG-1-6-28/48 E-602 PANEL SCHEDULES

MDG-1-6-28/49 E-603 PANEL SCHEDULES

TELECOMMUNICATIONS

MDG-1-6-10/4 T-001 LEGEND, ABBREVIATIONS - AND GENERAL NOTES A 8/31/16

MDG-1-6-10/5 T-002 TELECOMMUNICATIONS - SITE PLAN

MDG-1-6-10/6 T-101 TELECOMMUNICATION - FLOOR PLAN A 8/31/16

MDG-1-6-10/7 T-501 TELECOMMUNICATION - DETAILS

MDG-1-6-10/8 T-502 TELECOMMUNICATION - DETAILS A 9/6/16

EQUIPMENT

MDG-1-3-28/37 Q-101 TURBINE COMPONENT - LAYOUT

(End of drawing list)

(End of Clause)

Contract drawings created on CADD will be available in electronic form for use by the Contractor. No For Information Only drawings are available on CADD. The Contractor assumes all risks associated in using electronic CADD drawings. The contract drawings shall govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies. The Government will not be responsible to correct the electronic CADD drawing. If contract modifications are issued, the associated electronic CADD drawings will not be available to the Contractor. Electronic copies of CADD drawings are only available in Bentley MicroStation format. The Government will provide the files on CD ROM. If the Contractor requires different media, such as floppy disks, the Contractor shall be responsible for all conversions required for their use and associated conversion inaccuracies.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL,

EM 385-1-1

This contract/purchase order requires the contractor to comply with EM 385-1-1. EM 385-1-1 and its changes are available at http://www.usace.army.mil/SafetyandOccupationalHealth.aspx..

The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

ACCESS FOR FOREIGN NATIONALS:

SITE VISIT AND CONTRACT WORK: Security clearance for foreign nationals to attend a site visit or to perform onsite work requires a minimum of 4 weeks. Please send documentation by email (.pdf files are preferred) to Hillary.a.morgan@usace.army.mil and Phyllis.L.Buerstatte@usace.army.mil

Acceptable forms of documentation include:

A US passport, Certificate of US citizenship (INS Form N-560 or N-561), Certificate of Naturalization (INS Form N-550 or N-570), foreign passport with I-551 stamp or attached INS Form I-94 indicating employment authorization, Alien Registration Receipt Card with photograph (INS Form I-151 or I-551), Temporary Resident Card (INS Form I-688), Employment Authorization Card (INS Form I-688A), Reentry Permit (INS Form I-327), Refugee Travel Document (INS Form I-571), Employment Authorization Document issued by the INS which contains a photograph (INS Form I-688B).

Foreign nationals must have received clearance prior to being granted access to the project site.

TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with CLAUSE: DEFAULT (FIXED-PRICE CONSTRUCTION) of the CONTRACT CLAUSES. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) 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.

(2) 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. A weather delay day is any day when the maximum temperature does not exceed 32 degrees Fahrenheit or when 0.10 inch or more of precipitation occurs. 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 (7) Day Work Week

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

8 3 3 2 3 2 0 1 1 2 4 12 http://www.usace.army.mil/Safetyand mailto:Hillary.a.morgan@usace.army.mil

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor shall 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 in paragraph 4.2, 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 CLAUSE: DEFAULT (FIXED PRICE CONSTRUCTION) of the CONTRACT CLAUSES.

(End of Clause)

PROFIT

Alternate structured approach for construction contracts. [EFARS 15.404-73-100]

Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract. The profit factors shall be as stated below.

(a) The following alternate structured approach shall be used for all fixed-price construction contract actions.

(b) Based on the circumstances of the procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. "Value" shall be obtained by multiplying the rate by the weight. The Value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

(1) Degree of risk. Where the work involves no risk or the degree of risk is very small, the weighting should be .03;

as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items shall generally have a higher weight than unit price items. Consider the nature of the work and where it is to be performed.

Also consider the portion of the work to be done by subcontractors, amount and type of labor included in costs and whether the negotiation is before or after performance of the work. Modifications settled before the fact have much

Factor Rate

Weight Value

Degree of risk 20

Relative difficulty of work

Size of job 15

Period of performance

Contractor's investment

Assistance by Government

Subcontracting 25

TOTAL 100%

greater risk than those settled after the fact. A weight of .03 is appropriate for after the fact equitable adjustments and/or settlements.

(2) Relative Difficulty of Work. If the work is difficult and complex, the weight should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk.

Other things to consider are the nature of the work, by whom it is to be done (i.e., subcontractors, consultants), etc.

(3) Size of Job. Work of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05. Work from $5,000,000 to $10,000,000 shall be weighted at .04.

Work in excess of $10,000,000 shall be weighted at .03. It should be noted that control of fixed expenses generally improves with increased job magnitude.

(4) Period of Performance. Work not to exceed 1 month is to be proportionately weighted at .03. Durations between 1 and 24 months are to be proportionately weighted between .03 and .12. Work in excess of 24 months is to be weighted at .12.

(5) Contractor's Investment. To be weighted from .03 to .12 on the basis of below average, average and above average. Consider the amount of subcontracting, Government-furnished property or data such as surveys, method of making progress payments, and any mobilization payment items.

(6) Assistance by Government. To be weighted from .12 to .03 on the basis of average to above average. Consider use of Government-owned property, equipment and facilities, expediting assistance, etc.

(7) Subcontracting. To be weighed inversely proportional to the amount of subcontracting. Where 80% or more of the work is to be subcontracted use .03. The weighting should be increased proportionately to .12 where all the work is performed by the contractor's own forces.

EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995) [UAI 31.105-101]

(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 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 VIII. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. 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 purchase threshold, 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.

(End of clause)

INCREMENTALLY-FUNDED CONTRACTS

(a) The responsibilities of the Corps are limited by this clause notwithstanding any contrary provision of the "Payments to Contractor" clause or any other clause of this contract.

(b) Pursuant to the authority of 33 U.S.C. § 621 and 16 U.S.C. § 839d-1 this contract is incrementally funded on a fiscal year basis by the Bonneville Power Administration (BPA). Funds are not available at the inception of this contract to cover the entire contract price. The sum of $TO BE DETERMINED AT TIME OF CONTRACT AWARD has been reserved under this contract by the Corps and is available for payment to the contractor during the current fiscal year. In accordance with the Memorandum of Agreement (MOA) between BPA and the Department of the Army (Contract No. DE MS79-94BP94655), the Sub-agreement 13GS-75462 between the Corps and BPA sets the total funding requirements for project construction and the annual funding requirements.

The Corps has agreed to perform the work specified within the estimated annual funding requirements and shall coordinate with BPA in updating funding requirements. The liability of the Corps for payments beyond the funds currently reserved under this contract is contingent on the availability of additional funds from BPA under the MOA and Sub-agreement.

(c) Failure to make payments in excess of the amount currently reserved, or that may be reserved from time to time, shall not be considered a breach of this contract, and shall not entitle the contractor to a price adjustment under the terms of this contract.

(d) Contingent upon additional funds being provided by BPA to the Corps, the contracting officer may at any time reserve additional funds for payments under this contract by issuing an administrative change to the contract.

(e) If earnings will be such that funds reserved for this contract will be exhausted before the end of the fiscal year, the contractor shall give written notice to the contracting officer of the estimated date of exhaustion and the amount of additional funds which will be needed to meet payments due or to become due under this contract during that fiscal year. This notice shall be given not less than 45 or more than 60 days prior to the estimated date of exhaustion.

(f) Upon receipt of the contractor’s notice under subparagraph (d), the contracting officer shall promptly provide written notice to the contractor that the Corps is-

(1) Increasing the Corps’ reservation of funds under this contract in a specified amount; or

(2) Reducing the scope of work or terminating the contract; or

(3) Unable to reserve additional funds until the following fiscal year.

(g) No payments will be made after exhaustion of funds except to the extent that additional funds are reserved for the contract. Any suspension, delay, or interruption of work arising from exhaustion or anticipated exhaustion of funds shall not constitute a breach of this contract and shall not entitle the contractor to any price adjustment under a “Suspension of Work” or similar clause or in any other manner under this contract.

(h) An equitable adjustment in performance time shall be made for any increase in the time required for performance of any part of the work arising from exhaustion of funds or the reasonable anticipation of the exhaustion of funds.

(i) If, upon the expiration of sixty (60) days after the beginning of the fiscal year following an exhaustion of funds, the Corps has failed to reserve sufficient additional funds to cover payments otherwise due, the contractor, by written notice delivered to the contracting officer at any time before such additional funds are reserved, may elect to treat his right to proceed with the work as having been terminated. Such a termination shall be at no cost to the Corps, except that, to the extent that additional funds to make payment therefore are allocated to this contract, it may be treated as a termination for the convenience of the Government.

(j) If at any time it becomes apparent that the funds reserved for any fiscal year are in excess of the funds required to meet all payments due or to become due the contractor because of work performed and to be performed under this contract during the fiscal year, the Corps reserves the right, by modification to the contract, to reduce said reservation by the amount of such excess.

(k) The term “Reservation” means funds that have been set aside and made available for payment under this contract by the Corps.

LISTING OF GOVERNMENT-FURNISHED PROPERTY

(a) The following items will be made available to the Contractor at the Contractor Staging and Storage Area indicated upon required between the hours of 7:30 a.m. to 4:00 p.m., Monday through Thursday, excluding Federal holidays. The Contractor will verify the condition of the property and acknowledge receipt in writing to the Contracting Officer. The Contractor shall provide the Government a minimum of 48-hour notice prior to the date that receipt of Government Furnished Property is required.

The following will be provided to the Contractor for incorporation (installation) into the work

Item No. Description Quantity Unit Acquisition

Cost Total Acquisition

1 CAT 6a Cabling (Color Blue)

1 Roll (Approximately 1,000 Linear Feet)

$725.00 $725.00

2 CAT 6a Cabling (Color Orange)

1 Roll (Approximately 1,000 Linear Feet)

$725.00 $725.00

3 CAT 6a Cabling (Color Yellow)

1 Roll (Approximately 1,000 Linear Feet)

$725.00 $725.00

4 CAT 6a Cabling (Color Green)

1 Roll (Approximately 1,000 Linear Feet)

$725.00 $725.00

WAGE DETERMINATION

General Decision Number: OR160045 08/19/2016 OR45

Superseded General Decision Number: OR20150045

State: Oregon

Construction Type: Building

County: Umatilla County in Oregon.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016 1 02/26/2016 2 04/22/2016 3 07/22/2016 4 07/29/2016 5 08/19/2016

* BROR0001-019 06/01/2016

Rates Fringes

BRICKLAYER.......................$ 26.09 9.70

TILE FINISHER....................$ 23.13 13.17

TILE SETTER......................$ 30.55 17.93

CARP0001-027 06/01/2012

Rates Fringes

Carpenters:

Metal stud installation and form work only..........$ 32.61 14.44

CARP9001-004 06/01/2012

Rates Fringes

Acoustical Ceiling Installer & Drywall Hanger.................$ 32.90 14.44

ELEC0112-004 06/01/2015

Rates Fringes

ELECTRICIAN......................$ 38.80 18.59

ELEC0112-006 06/01/2015

Rates Fringes

ELECTRICIAN (Low voltage wiring for alarms and low voltage wiring for computers.)...$ 26.75 11.46

ENGI0701-027 01/01/2015

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 39.47 14.10

GROUP 1A....................$ 41.44 14.10

GROUP 1B....................$ 43.42 14.10

GROUP 2.....................$ 37.58 14.10

GROUP 3.....................$ 36.44 14.10

GROUP 4.....................$ 35.36 14.10

GROUP 5.....................$ 34.13 14.10

GROUP 6.....................$ 30.94 14.10

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 ton and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and/or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments

GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom;

GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 tons with over 200 feet boom; Operator 400 tons and over

GROUP 2: CRANE: Cableway Operator, 25 tons and over;

HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (without luffing or tower attachment);

TOWER/WHIRLEY OPERATOR: Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and/or 150 to 200 feet boom; HYDRAULIC CRANE:

Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment); BLADE: Auto Grader;Blade Operator-Robotic; Bulldozer: Over 120,000 lbs and above;

Bulldozer: D-10, D-11 and similar type; Loader: 120,000 lbs and above; Excavator: over 130,000 lbs and above

GROUP 3: HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (without luffing or tower attachment);

LATTICE BOOM CRANES: Lattice Boom Crane-50 through 89 tons (and less than 150 feet boom); Bulldozer: over 70,000 lbs up to and including 120,000; Loader: 60,000 lbs and less than 120,000 lbs; Excavator: over 80,000 lbs through 130,000 lbs

GROUP 4: CRANE: Hydraulic Crane Operator, under 50 tons;

LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, under 50 tons; TRACKHOE/BACKHOE-ROBOTIC: up to and including 20,0000 lbs. with any or all attachments; BLADE:

Blade operator; Tractor operator with boom attachment;

DRILLING: Churm Drill and Earth Boring Machine Operator;

Directional Drill Operator over 20,000 lbs pullback; CRANE:

Chicago boom and similar types; Boom type lifting device, 5 ton capacity or less; Asphalt Paver; Mechanic; Bulldozer:

over 20,000 lbs and more than 100 horse and up to 70,000 lbs; Loader: 25,000 lbs and less than 60,000 lbs; Screed;

Excavator: over 20,000 lbs through 80,000 lbs.

GROUP 5: TRACKHOE/BACKHOE-HYDRAULIC: up to and including 20,000 lbs.; Open wheeled type; DRILLING: Churm Drill and Earth Boring Machine Operator; Directional Drill Operator less than 20,000 lbs pullback; Concrete Pumper; Concrete Paver; forlkift over 5 ton; Bulldozer: 20,000 lbs or less, or 100 horse or less; Loader: ruber tired type, less than 25,000 lbs; Roller

GROUP 6: LOADERS: (less than 1 cu yd.); Oiler; Crane oiler;

forklift; Broom; Roller (Non-Asphalt)

Zone Differential (add to Zone 1 rates):

Zone 2 - $3.00 Zone 3 - $6.00

For the following metropolitan counties: MULTNOMAH;

CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;

CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS

INDICATED:

All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt.

St. Helens "Blast Zone" shall receive Zone I pay for all classifications.

All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications.

For the following cities: ALBANY; BEND; COOS BAY; EUGENE;

GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG

All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications.

All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications.

IRON0029-013 07/01/2015

IRONWORKER (Reinforcing and

Structural)......................$ 34.12 23.04

LABO0001-030 09/01/2014

Rates Fringes

Laborers: (Mason Tender-Cement/Concrete)..........$ 27.44 13.10

LABO0001-031 06/01/2014

Rates Fringes

Laborers: (Mason Tender-Brick)...$ 27.44 13.10

LABO0003-016 06/01/2013

Rates Fringes

Laborers:

GROUP 1.....................$ 26.09 12.85

GROUP 2.....................$ 27.09 12.85

GROUP 3.....................$ 22.57 12.85

LABORER CLASSIFICATIONS

GROUP 1: Form-Stripping; General Laborer

GROUP 2: Grade Checker, Pipelayer

GROUP 3: Flagger

PAIN0055-022 07/01/2016

Rates Fringes

PAINTER

BRUSH, ROLLER AND SPRAY.....$ 22.27 10.10

PAIN0055-023 07/01/2015

Rates Fringes

DRYWALL FINISHER/TAPER...........$ 33.66 13.76

PLAS0555-006 06/01/2016

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 31.00 18.87

PLUM0598-007 06/01/2014

Rates Fringes

Plumbers and Pipefitters.........$ 48.72 27.19

SHEE0066-001 06/01/2013

Rates Fringes

Sheet metal worker (Including HVAC duct installation;

Excluding metal roof installation)....................$ 32.83 17.16

TEAM0037-008 06/01/2014

Truck drivers:

GROUP 1.....................$ 26.90 14.37

GROUP 2.....................$ 27.02 14.37

GROUP 3.....................$ 27.15 14.37

GROUP 4.....................$ 27.41 14.37

GROUP 5.....................$ 27.63 14.37

GROUP 6.....................$ 27.79 14.37

GROUP 7.....................$ 27.99 14.37

TRUCK DRIVERS CLASSIFICATIONS

GROUP 1: Dump trucks, side, end and bottom dumps: up to and including 10 cu. yds.

GROUP 2: Dump trcuks/articulated dumps 6 cu to 10 cu.;

GROUP 3: Dump trucks, side, end and bottom dumps: over 10

cu. yds. and including 30 cu. yds., includes articulated dump trucks

GROUP 4: Dump trucks, side, end and bottom dumps: over 30 cu.

yds. and including 50 cu. yds. and includes articulated dump trucks

GROUP 5: Dump trucks, side, end and bottom dumps: over 50

cu. yds. and including 60 cu. yds. and includes articulated dump trucks

GROUP 6: Dump trucks, side, end and bottom dumps: over 60

cu. yds. and including 80 cu. yds. and includes articulated dump trucks

GROUP 7: Dump trucks, side, end and bottom dumps: over 80

cu. yds. and including 100 cu. yds., includes articulated dump trucks

SUOR2009-043 11/09/2009

Rates Fringes CARPENTER, Excludes Acoustical Ceiling Installation, Drywall Hanging, Form Work, and Metal Stud Installation................$ 25.17 7.25

SHEET METAL WORKER (Metal Roofs Installation)..............$ 23.65 6.33

SPRINKLER FITTER (Fire Sprinklers)......................$ 25.00 8.29

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)

McNary Turbine Storage Building W912EF-16-B-0010 Amend-0002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 51 00.00 28

TEMPORARY UTILITIES

PART 1 GENERAL

1.1 REFERENCES

1.2 TEMPORARY UTILITIES

1.2.1 Sanitation Facilities

1.2.2 Water

1.2.3 Electricity

1.2.4 Compressed Air

1.2.5 Phone Service

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 51 00.00 28 - Page 1 g4edddca Line

SECTION 01 51 00.00 28

TEMPORARY UTILITIES

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 Safety and Health Requirements Manual

Responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 TEMPORARY UTILITIES

1.2.1 Sanitation Facilities

The Government's restrooms on the Project will not be available for use by Contractor personnel. Furnish sanitation facilities in accordance with EM 385-1-1 . The location of all facilities will be subject to Contracting Officer approval. Provide wind anchorage to prevent any spillage. In addition, freeze protection shall be provided during the months October through March.

1.2.2 Water

No water is available for Contractor use.

1.2.3 Electricity

No electricity is available for Contractor use.

1.2.4 Compressed Air

No compressed air is available.

1.2.5 Phone Service

No phone service is available for Contractor use through the projects' phone systems. Outside phone lines may be obtained by contacting the telephone companies that service these areas.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used) -- End of Section --

SECTION 01 51 00.00 28 - Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 55 10.00 28

CONTRACTOR WORK, ACCESS AND STORAGE AREAS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONTRACTOR'S STORAGE AND STAGING AREA

1.4 OVERHEAD POWER TRANSMISSION LINES

1.5 CONTRACTOR WORK AREA AND ACCESS TO WORK AREA

1.5.1 Work and Storage Areas

1.5.2 Access to Work Area

1.6 TRAFFIC CONTROL AND PUBLIC ACCESS

1.7 GOVERNMENT ROADWAYS AND DECK ACCESS RESTRICTIONS

1.8 DUST CONTROL PLAN

1.9 PERMITS AND RESPONSIBILITIES

1.10 HAULING MATERIAL

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 55 10.00 28 - Page 1 g4edddca Line

SECTION 01 55 10.00 28

CONTRACTOR WORK, ACCESS AND STORAGE AREAS

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

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 Safety and Health Requirements Manual

Responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only. A designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Dust Control Plan; I C documentation and permits; I C

1.3 CONTRACTOR'S STORAGE AND STAGING AREA

Storage and staging areas shall be at locations indicated or as otherwise approved. The storage and staging areas may be used for activities such as setup of an office trailer, parking of private vehicles, storage of materials and equipment, and for work activities. Security at the storage and staging site will be the Contractor's responsibility. Install temporary security fencing in a manner approved by the Contracting Officer. Security fencing may not be installed in a manner that damages existing facilities, such as punching post holes in existing pavement.

1.4 OVERHEAD POWER TRANSMISSION LINES

Check For Information Only (FIO) drawings for approximate locations and elevations of overhead power transmission lines. Elevations are temperature dependent and may vary during construction. Verify overhead transmission line location and elevation range before beginning work.

Refer to EM 385-1-1 OPERATIONS ADJACENT TO OVERHEAD LINES for minimum clearance and other requirements.

SECTION 01 55 10.00 28 - Page 2

1.5 CONTRACTOR WORK AREA AND ACCESS TO WORK AREA

1.5.1 Work and Storage Areas

Work and storage areas will be available for the Contractor. These areas will be confined to the locations shown on G-001. The Contracting Officer will designate the actual locations for work and storage areas. Temporary storage of equipment and materials shall be limited to those items required for performance of the work. The Government will not be responsible for providing security for stored equipment, supplies, and materials.

1.5.2 Access to Work Area

Access to work area will be through the west access gate unless otherwise approved by the Contracting Officer.

1.6 TRAFFIC CONTROL AND PUBLIC ACCESS

Existing public roads and access roads shall be kept open to vehicle traffic at all times. Conduct this work in such a manner as will obstruct and inconvenience traffic as little as possible. When necessary to operate on or cross existing highways or roads, furnish signs, lights, and/or other necessary safeguards to safely control and direct the flow of traffic. Obtain any and all required permits for such operations from the appropriate private or public authority at no additional cost to the Government.

1.7 GOVERNMENT ROADWAYS AND DECK ACCESS RESTRICTIONS

Hauling of materials and equipment will be permitted on the project's roadways. Travel accross the dam will not be allowed. Protect the various portions of the Project's structures from damage by traffic and also keep the areas in use cleaned up and orderly at all times during use. Vehicle speeds, special precautions, and safety measures shall be as directed by the Contracting Officer. To the maximum extent possible, at least one lane shall be kept open for vehicle traffic at all times on these roadways.

1.8 DUST CONTROL PLAN

The Contractor is responsible during dust generating activities to prevent the dust from spreading. Submit a written Dust Control Plan for approval.

1.9 PERMITS AND RESPONSIBILITIES

Take special note of FAR Clause 52.236-7, Permits and Responsibilities, as it relates to hauling heavy loads county Roads. Coordinate with the County Public works Department to ensure applicable haul and weight requirement are met.