Amendment_0001.pdf

467467

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)

30-105-04EXCEPTION 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:

1. Amend Section 00 10 00 to include updated site visit time and ProjNet Bidder Inquiry Key.

2. Delete Attachment 2: 00 73 00 in its entirety and include Section 00 73 00 w ithin in the Solicitation document.

3. Include Attachment 2: Specifications and Attachment 3: Plans

1. CONTRACT ID CODE PAGE OF PAGES

J 1 22

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

16C. DATE SIGNED

BY 25-Apr-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. 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 W912DW18B0008

X 9B. DATED (SEE ITEM 11)

18-Apr-2018

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 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

25-Apr-2018

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW18B0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 01 10 - TABLE OF CONTENTS

The Table of Contents has changed from:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 Performance Work

Statement

33 14-MAR-2018

Attachment 2 00 73 00 Special Contract Requirements

196 19-MAR-2018

to:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 Performance Work

Statement

33 14-MAR-2018

Attachment 2 Specifications 169 25-APR-2018 Attachment 3 Plans 10 24-APR-2018

SECTION 00 10 00 - SOLICITATION

The following have been modified:

SITE VISIT AND TECH QUESTIONS

This Procurement is

100% set-aside for Service-Disabled Veteran-Owned Small Business

SITE VISIT:

The purpose of the site visit is to familiarize Offerors with the scope of work and provide an opportunity to become familiar with the existing site conditions. It is the intent of the Government that all prospective Offerors visit the jobsite for the purpose of acquainting themselves with local conditions. Non-technical questions will be addressed; however, ALL technical questions regarding the solicitation will be submitted via ProjNet, a web-based program that allows Offerors to post questions regarding the solicitation and to view all questions by other Offerors and answers by USACE. Attendance at the site visit is strongly recommended.

Bidders wishing to visit the site shall contact Mr. Phuc Pham (contact information below) to sign up.

MHAFB Landfill Fencing Installation 17018

W912DW18B0008

One organized site visit has been scheduled as follows:

Prospective bidders are to assemble at the Visitor Center Main Gate Mountain Home Air Force Base, ID at 11:00 am on Tuesday, 01 May 2018 to obtain 1 day access pass to the base. Individuals will need to have a current, valid state or federally issued driver's license or ID. Anyone wishing to drive on base must have a current vehicle registration and proof of insurance with them. Visitors operating vehicles with company logos, commercial license plates, or laden with tools will be referred to the contractor gate after issuance of a pass. Background checks will be conducted and anyone with an open warrant is likely to be detained. Procedures are available at:

http://www.mountainhome.af.mil/Home/VVCC.aspx. Tour at the Fencing Site will begin promptly at 10:00 am.

BIDDING DOCUMENTS: View solicitations at the Internet site:

www.fedbizopps.gov

FOR INQUIRIES, CONTACT THE FOLLOWING:

Monday through Friday between the hours of 7:00 AM - 3:00 PM.

Administrative: Curt Stepp, Contract Specialist, (206) 764-6805 / curt.stepp@usace.army.mil Technical: Phuc Pham, Project Manager, (206) 316-3332 / Phuc.V.Pham@usace.army.mil

TECHNICAL QUESTIONS:

All inquiries regarding this solicitation are to be submitted via ProjNet-Bidsm.

Telephone and email inquiries will not be accepted. ProjNet-Bidsm is a web-based program that allows bidders to post questions regarding the solicitation and to view all questions by other bidders and answers by USACE. ProjNet-Bidsm can be accessed through ProjNetsm at https://www.projnet.org To access the ProjNet-Bidsm website the first time:

1) Click the Bid tab

2) Click Bidder Inquiry. (The Agency is USACE)

3) a) Enter the following information for access:

1. The Bidder Inquiry Key: P2 467467 SFBYM8-KE75ZT

2. Valid business contact information (e.g. company name, contact person, business address, phone number and email address). (required on first project only)

3. Establish Secret Question and Answer which will be used as a password (required on first project only)

b) For subsequent access use your email address, the Bid Inquiry Key, and response to the Secret Question to access the ProjNet-Bidsm Module.

4) Submit technical questions. When an answer is posted to a question, the question and answer is then available for all other bidders to review.

DOCUMENT 00 73 00 Page 4

5) For questions about the ProjNet-Bidsm, please contact the Call Center help desk toll free at 1-800- 428-HELP (4357), which operates from 8AM to 5PM (Central US time zone).

No response will be posted to inquiries after the Close of Business on the fifth business day preceding the solicitation due date. All bidders will be held to have reviewed the questions and responses in ProjNet-Bidsm prior to bid submission. Nothing in the solicitation is changed unless an amendment is issued.

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been added by full text:

ATTACHMENT 00 73 00-A

Landfill Fencing Installation

Mountain Home Air Force Base, Idaho

W912DW18B000

ATTACHMENT

00 73 00-A

INDEX OF

DRAWINGS

DRAWING NO. 227S/834-10-01, DATED 18

AUGUST 2017

SHEET

NUMBER

PLATE

NUMBER

TITLE REVISION

NUMBER

DATE

1 G-001 TITLE, LOCATION AND VICINITY MAPS

2 G-002 DRAWING INDEX

3 G-003 OVERALL SITE PLAN

4 C-001 LANDFILL 001 (LF001) SITE PLAN

5 C-101 LANDFILL 002 (LF002) SITE PLAN

6 C-102 LANDFILL 003 (LF003) SITE PLAN

7 C-103 LANDFILL 023 (LF023) SITE PLAN

DOCUMENT 00 73 00 Page 5

W912DW18B0008

8 C-501 FENCE DETAILS 1

9 C-502 FENCE DETAILS 2

10 C-503 SIGN DETAILS

End of Attachment 00 73 00-A

00 73 00-A - 1

SPECIAL CLAUSES 00 73 00

SECTION TABLE OF

CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 00

SPECIAL CLAUSES

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

(FAR 52.211-10)

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

1.3 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (OCT 1989)

(ER 415-1-15)

1.4 INSURANCE - WORK ON A GOVERNMENT INSTALLATION (JAN 1997)

(FAR 52.228-5)

1.4.1 REQUIRED INSURANCE IN ACCORDANCE WITH FAR 28.307-2

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

DOCUMENT 00 73 00 Page 6

W912DW18B0008

1.6 PERSONNEL, SUBCONTRACTORS AND OUTSIDE ASSOCIATES OR

CONSULTANTS (MAY 2006) (UAI 52.236-5001)

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

1.8 QUANTITY SURVEYS (APR 1984) (FAR 52.236-16)

1.9 LAYOUT OF WORK (APR 1984) (FAR 52.236-17)

1.10 AIRFIELD SAFETY PRECAUTIONS

1.10.1 Definitions

1.10.2 General

1.10.3 Landing Areas

1.10.4 Safety Precaution Areas

1.11 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995)

(UAI 31.105-101)

1.12 PAYMENT FOR MATERIALS DELIVERED OFF-SITE (MAR 1995)

(UAI 52.232-5000)

1.13 FIELD OFFICE OVERHEAD (JUL 2006)

1.14 FIELD OFFICE OVERHEAD - PER DIEM RATE (JUL 2006)

1.15 FIELD OFFICE OVERHEAD - PERCENTAGE MARKUP (JUL 2006)

1.16 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000) (DOD FAR

SUPP 252.236-7001)

1.17 RECOVERED MATERIALS

1.18 PERFORMANCE

EVALUATIONS PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

DOCUMENT 00 73 00 Page 7

SECTION 00 73 00

SPECIAL CLAUSES

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (FAR

52.211-10)

The Contractor shall be required to (a) commence work under this Contract within 10 calendar days after the date the Contractor receives the Notice to Proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than three hundred and sixty five (365) calendar days after date of receipt by Contractor of Notice to Proceed.

The time stated for completion shall include final cleanup of the premises.

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

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 $1,459 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 of the CONTRACT CLAUSES.

1.3 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (OCT 1989) (ER 415-1-15)

This provision specifies the procedure for 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:

a. 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.

b. 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.

MOUNTAIN HOME, ID 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 |

DOCUMENT 00 73 00 Page 8

|16 11 8 3 3 2 0 1 1 3 9 14 |

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 Contractors' scheduled work day.

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, as mentioned 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)".

1.4 INSURANCE - WORK ON A GOVERNMENT INSTALLATION (JAN 1997) (FAR 52.228-5)

a. The Contractor shall, at its own expense, provide and maintain during the entire performance period of this Contract, at least the kinds and minimum amounts of insurance required in the Insurance Liability Schedule or elsewhere in the Contract.

b. Before commencing work under this Contract, the Contractor shall notify the Contracting Officer in writing that the required insurance has been obtained. The policies evidencing required insurance shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government's interest shall not be effective:

1. For such period as the laws of the State in which this Contract is to be performed prescribe; or

2. Until 30 days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

c. The Contractor shall insert the substance of this clause, including this paragraph, in subcontracts under this Contract that require work on a Government installation and shall require subcontractors to provide and maintain the insurance required in the Schedule or elsewhere in the Contract. The Contractor shall maintain a copy of all subcontractors' proofs of required insurance, and shall make copies available to the Contracting Officer upon request.

1.4.1 REQUIRED INSURANCE IN ACCORDANCE WITH FAR 28.307-2

a. Workers' compensation and employer's liability: Contractors are required to comply with applicable Federal and State workers' compensation and occupational disease statutes. If occupational diseases are not compensable under those statutes, they shall be covered under the employer's liability section of the insurance policy, except when Contract operations are so commingled with a Contractor's commercial operation that it would not be practical to require this coverage. Employer's liability coverage of at least $100,000 shall be required, except in states with exclusive or monopolistic funds that do not permit workers' compensation to be written by private carriers.

DOCUMENT 00 73 00 Page 9

b. General Liability:

1. The Contracting Officer shall require bodily injury liability insurance coverage written on the comprehensive form of policy of at least $500,000 per occurrence.

2. Property damage liability insurance shall be required only in special circumstances as determined by the agency.

c. Automobile liability: The Contracting Officer shall require automobile liability insurance written on the comprehensive form of policy. The policy shall provide for bodily injury and property damage liability covering the operation of all automobiles used in connection with performing the Contract. Policies covering automobiles operated in the United States shall provide coverage of at least $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage. The amount of liability coverage on other policies shall be commensurate with any legal requirements of the locality and sufficient to meet normal and customary claims.

d. Aircraft public and passenger liability: When aircraft are used in connection with performing the Contract, the Contracting Officer shall require aircraft public and passenger liability insurance. Coverage shall be at least $200,000 per person and $500,000 per occurrence for bodily injury, other than passenger liability, and $200,000 per occurrence for property damage. Coverage for passenger liability bodily injury shall be at least $200,000 multiplied by the number of seats or passengers, whichever is greater.

e. Vessel liability: When Contract performance involves use of vessels, the Contracting Officer shall require, as determined by the agency, vessel collision liability and protection and indemnity liability insurance.

f. Environmental Liability: If this Contract includes the transport, treatment, storage, or disposal of hazardous material waste the following coverage is required.

The Contractor shall ensure the transporter and disposal facility have liability insurance if effect for claims arising out of the death or bodily injury and property damage from hazardous material/waste transport, treatment, storage and disposal, including vehicle liability and legal defense costs in the amount of $1,000,000.00 as evidenced by a certificate of insurance for General, Automobile, and Environmental Liability Coverage. Proof of this insurance shall be provided to the Contracting Officer.

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

The Contractor shall perform on the site, and with its own organization, work equivalent to at least fifteen percent (15%) of the total amount of work to be performed under the Contract. The 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.

DOCUMENT 00 73 00 Page

1.6 PERSONNEL, SUBCONTRACTORS AND OUTSIDE ASSOCIATES OR CONSULTANTS (MAY

2006) (UAI 52.236-5001)

In connection with this Contract, any in-house personnel, subcontractors, and outside associates or consultants will be limited to individuals or firms that were specifically identified in the Contractor's accepted proposal. The Contractor shall obtain the Contracting Officer's written consent before making any substitution for these designated in-house personnel, subcontractors, associates, or consultants. If the Contractor proposes a substitution, it shall submit the same type of information that was submitted in the accepted proposal to the Contracting Officer for evaluation and approval. The level of qualifications and experience submitted in the accepted proposal or that required by the Solicitation, whichever is greater, is the minimum standard for any substitution.

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

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

a. Physical Conditions: The indications of physical conditions on the drawings and in the specifications are the result of site investigations by test pits shown on the drawings.

b. Weather Conditions: Each bidder shall be satisfied before submitting his bid as to the hazards likely to arise from weather conditions.

Complete weather records and reports may be obtained from any National Weather Service Office.

c. Transportation Facilities: Each bidder, before submitting his bid, shall make an investigation of the conditions of existing public and private roads and of clearances, restrictions, bridge load limits, and other limitations affecting transportation and ingress and egress at the jobsite. The unavailability of transportation facilities or limitations thereon shall not become a basis for claims for damages or extension of time for completion of the work.

d. Right-of-Way: The right-of-way for the work covered by these specifications will be furnished by the Government, except that the Contractor shall provide right-of-way for ingress and egress across private property where necessary to gain access to the jobsite. The Contractor may use such portions of the land within the right-of-way not otherwise occupied as may be designated by the Contracting Officer. The Contractor shall, without expense to the Government, and at any time during the progress of the work when space is needed within the right-of-way for any other purposes, promptly vacate and clean up any part of the grounds that have been allotted to, or have been in use by, him when directed to do so by the Contracting Officer. The Contractor shall keep the buildings and grounds in use by him at the site of the work in an orderly and sanitary condition. Should the Contractor require additional working space or lands for material yards, job offices, or other purposes, he shall obtain such additional lands or easements at his expense.

e. Condition of Area: The condition of the area when last surveyed is shown on the drawings. Topography is in feet and represents elevation with vertical reference as shown on the drawings.

f. Datum and Bench Marks: The plane of reference as used in these specifications is that determined by the benchmarks as shown on the drawings.

1.8 QUANTITY SURVEYS (APR 1984) (FAR 52.236-16)

a. Quantity surveys shall be conducted, and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.

b. The Contractor shall conduct the original and final surveys and surveys for any periods for which progress payments are requested. All these surveys shall be conducted under the direction of the Contracting Officer Representative, unless the Contracting Officer waives this requirement in a specific instance. The Government shall make such computations as are necessary to determine the quantities of work performed or finally in place. The Contractor shall make the computations based on the surveys for any periods for which progress payments are requested.

c. Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to the Contracting Officer.

1.9 LAYOUT OF WORK (APR 1984) (FAR 52.236-17)

The Contractor shall lay out its work from Government established base lines and benchmarks indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at its own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Contracting Officer.

The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through its negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.

1.10 AIRFIELD SAFETY PRECAUTIONS

1.10.1 Definitions

Definitions: As used in this clause --

a. "Landing Areas" means:

1. The primary surfaces which are comprised of the surface of the runways, the runway shoulders, and the lateral safety zones (the length of each primary surface is the same as the runway length;

the width of each primary surface is 610 meters (2,000 feet), 305 meters (1,000 feet) on each side of the runway centerline.

2. The "clear zone" beyond the ends of each runway, i.e., the extension of the "primary surface" for a distance of 305 meters (1,000 feet) beyond each end of each runway;

3. 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 76 meters (250 feet) from the far or opposite edge of the taxiway, i.e., a 23-meters (75-foot) wide taxiway would have a combined width of taxiway and lateral clearance zones of 130 meters (425 feet); and

4. All aircraft parking aprons plus the area 38 meters (125 feet) in width extending beyond each edge all around the aprons.

b. "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 the approach-departure clearance surface or the transitional surface.

1. 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 15,240 meters (50,000 feet), first along an inclined (glide angle) and then along a horizontal plane, both flaring symmetrically about the runway centerline extended.

The inclined plane (glide angle) begins in the clear zone 61 meters (200 feet) past the end of the runway (and primary surface) at the same elevation as the end of the runway, and continues upward at a slope of 50:1 (0.3048 meter (one foot) vertically for each 15.24 meters (50 feet) horizontally) to an elevation of 152 meters (500 feet) above the established airfield elevation; at that point the plane becomes horizontal, continuing at that same uniform elevation to a point 15,240 meters (50,000 feet) longitudinally from the beginning of the inclined plane (glide angle) and ending there.

The width of the surface at the beginning of the inclined plane (glide angle) is the same as the width of the clear zone; thence it flares uniformly, reaching the maximum width of 4,877 meters (16,000 feet) at the end.

2. The "approach-departure clearance zone" is the ground area under the approach-departure clearance surface.

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

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

The slope of the inclined plane is 7:1 (0.3048 meter (one foot) vertically for each 2.13 meters (7 feet) horizontally), and it continues to the point of intersection with the inner horizontal surface (which is the horizontal plane 46 meters (150 feet) above the established airfield elevation) or the outer horizontal surface (which is the horizontal plane 152 meters (500 feet) above the established airfield elevation), whichever is applicable.

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

1.10.2 General

The Contractor shall comply with the requirements of this clause while:

a. Operating all ground equipment (mobile or station art);

b. Placing all materials; and

c. Performing all work, upon and around all airfields.

1. The requirements of this clause are in addition to any other safety requirements of this Contract.

The Contractor shall:

a. Report to the Contracting Officer before initiating any work.

b. Notify the Contracting Officer of proposed changes to locations and operations.

c. 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:

1. Closed by order of the Contracting Officer, and

2. Marked as provided in paragraph LANDING AREAS, part (b) of this clause.

d. 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.

e. 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

a. Approved by the Contracting Officer.

b. At a distance of at least 229 meters (750 feet) from the runway centerline, plus any additional distance; and

c. Necessary to ensure compliance with the other provisions of this

f. 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

1.10.3 Landing Areas

a. Place nothing upon the landing areas without the authorization of the Contracting Officer.

b. 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.

c. 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 part (b) above.

d. 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 0.9144 meters (3 feet) square, and consist of a checkered pattern of international orange and white squares of 0.3048 meters (1 foot) on each side (except that the flag may vary up to 10 percent from each of these dimensions).

e. Mark all other equipment and materials in the landing areas, using the same marking devices as in part (b) above and

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

1.10.4 Safety Precaution Areas

a. Place nothing upon the safety precaution areas without authorization of the Contracting Officer.

b. 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

c. 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.

1.11 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 (Oregon, Washington, and

DOCUMENT 00 73 00 Page 10

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

c. Equipment rental costs are allowable, subject to the provisions of FAR

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

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

1.12 PAYMENT FOR MATERIALS DELIVERED OFF-SITE (MAR 1995) (UAI 52.232-5000)

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

1. Materials required by the technical provisions; or

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

3. Items specifically listed below.

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

petroleum products, and any other construction material stored off-site may be considered in determining the amount of a progress payment.

1.13 FIELD OFFICE OVERHEAD (JUL 2006)

Notice to Offerors: You must declare below the accounting practice that you apply to Contracts to calculate field office overhead for all change orders, modifications, and requests for equitable adjustment. Pursuant to Federal Acquisition Regulation (FAR) Parts 31.105(d)(3) and 31.203(d)(1), an accounting practice that varies from modification to modification is not allowable. Select one of the following:

a. If you use Time Distribution Base for Per Diem Rate practice, see

Special Contract Requirement SC-17 "Field Office Overhead - Per Diem

DOCUMENT 00 73 00 Page 11

Rate".

b. If you use Direct Cost Distribution Base for a Percentage Mark-up practice, see Special Contract Requirement SC-18 "Field Office Overhead

- Percentage Markup".

c. If you choose Other Accounting Practice That is Allowed Under the FAR and That Uses a Single Distribution Base, you must describe the accounting practice in sufficient detail below to allow the Contracting Officer to determine what accounting practice is being utilized by your company and that it complies with the criteria for acceptable accounting practices as set out in FAR Parts 31.105(d)(3) and 31.203(d)(1).

1.14 FIELD OFFICE OVERHEAD - PER DIEM RATE (JUL 2006)

The Contracting Officer shall make an equitable adjustment and modify the Contract in writing for any change to the Contract, issued pursuant to the Changes clause or otherwise, for which the Government is responsible, and which causes either an increase or decrease in the Contractor's costs as to time or performance under the Contract. Under such an equitable adjustment, the Contractor's field office overhead shall be an allowable cost, in accordance with the Contractor's accounting practice as identified by the Contractor in its Bid Schedule.

The Contractor shall declare which standard form of accounting practice it applies to field overhead costs: if a Contractor indicates that it follows a per diem basis, no overhead percentage markup rate for office overhead costs shall be allowed.

Under such an equitable adjustment, the Contractor shall be reimbursed for field office overhead on a per diem basis when the completion of the Contract is extended by reason of the change issued under any clause, except the Default clause, subject to the Contractor substantiating the variable expense by providing a detailed breakdown of its proposed increase or decrease of costs as required by the Contract Clause DFARS 252.236-7001 MODIFICATION OF PROPOSALS - PRICE BREAKDOWN. No payment of field office overhead on a per diem basis shall be allowed for any change when the completion of the Contract is not extended by reason of the change.

1.15 FIELD OFFICE OVERHEAD - PERCENTAGE MARKUP (JUL 2006)

The Contracting Officer shall make an equitable adjustment and modify the Contract in writing for any change to the Contract, issued pursuant to the Changes clause or otherwise, for which the Government is responsible, and which causes either an increase or decrease in the Contractor's costs as to time or performance under the Contract. Under such an equitable adjustment, the Contractor's field office overhead shall be an allowable cost, in accordance with the Contractor's accounting practice as identified by the Contractor in its Bid Schedule.

The Contractor shall declare which standard form of accounting practice it applies to field overhead costs: if a Contractor indicates that it follows a percentage basis, no per diem rate for office overhead costs shall be allowed.

Under such an equitable adjustment, payment of office overhead costs shall be allowed for any change on a percentage markup basis regardless of whether the completion of the Contract is, or, is not, extended by reason

DOCUMENT 00 73 00 Page 12 of the change, except for modifications issued pursuant to the Default Clause. The Contractor shall provide a detailed breakdown of its proposed increase or decrease of costs as required by Contract Clause DFARS

252.236-7001 MODIFICATION OF PROPOSALS - PRICE BREAKDOWN.

1.16 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000) (DOD FAR SUPP

252.236-7001)

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 which 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 which 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 in the index of drawings attached at the end of this section.

1.17 RECOVERED MATERIALS

The Corps of Engineers encourages all bidders to utilize recovered materials to the maximum extent practicable. The attached APPENDIX R contains procurement guidelines for products containing recovered materials.

1.18 PERFORMANCE EVALUATIONS

In accordance with the provisions of Subpart 36.201 (Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), construction Contractor's performance shall be evaluated throughout the performance of the Contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction Contracts awarded at or

DOCUMENT 00 73 00 Page 13 above $700,000.00, the USACE will evaluate Contractor's performance and prepare a performance report using the Contractor Performance Assessment Reporting System (CPARS), which is now a web-based system. After an evaluation (interim or final) is written up by the USACE, the Contractor will have the ability to access, review and comment on the evaluation for a period of 60 days. If the Contractor wishes to participate in the performance evaluation process, access to CPARS and PKI certification is the sole responsibility of the Contractor.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

DOCUMENT 00 73 00 Page 14

APPENDIX R

PART 247 - COMPREHENSIVE PROCUREMENT GUIDELINE FOR PRODUCTS CONTAINING

RECOVERED MATERIALS

40 CFR Ch. 1

Subpart B-Item Designations

§ 247.10 Paper and Paper Products

Paper and paper products, excluding building and construction paper grades

§ 247.11 Vehicular Products

a. Lubricating oils containing re-refined oil, including engine lubricating oils, hydraulic fluids, and gear oils, excluding marine and aviation oils.

b. Tires, excluding airplane tires.

c. Reclaimed engine coolants, excluding coolants used in non-vehicular applications.

d. Rebuilt vehicular parts.

(60 FR 21381, May 1, 1995, as amended at 69 FR 24038, Apr. 30, 2004)

§ 247.12 Construction Products

a. Building insulation products, including the following items:

1. Loose-fill insulation, including but not limited to cellulose fiber, mineral fibers (fiberglass and rock wool), vermiculite, and perlite;

2. Blanket and batt insulation, including but not limited to mineral fibers (fiberglass and rock wool);

3. Board (sheathing, roof decking, wall panel) insulation, including but not limited to structural fiberboard and laminated paperboard products, perlite composite board, polyurethane, polyisocyanurate, polystyrene, phenolics, and composites; and

4. Spray-in-place insulation, including but not limited to foam-in-place polyurethane and polyisocyanurate, and spray-on cellulose.

b. Structural fiberboard and laminated paperboard products for applications other than building insulation, including building board, sheathing, shingle backer, sound deadening board, roof insulating board, insulating wallboard, acoustical and non-acoustical ceiling tile, acoustical and non-acoustical lay-in panels, floor underlayments, and roof overlay (coverboard).

c. Cement and concrete, including concrete products such as pipe and block containing:

DOCUMENT 00 73 00 Page 15

1. Coal fly ash;

2. Ground granulated blast furnace slag (GGBF);

3. Cenospheres; or

4. Silica fume from silicon and ferrosilicon metal production.

d. Carpet made from polyester fiber made from recovered materials for use in moderate-wear applications such as single-family housing and similar wear applications.

e. Floor tiles and patio blocks containing recovered rubber or plastic.

f. Shower and restroom dividers/partitions containing recovered plastic or steel.

g. Consolidated latex paint used for covering graffiti; and reprocessed latex paint used for interior and exterior architectural applications such as wallboard, ceilings, and trim; gutter boards; and concrete, stucco, masonry, wood, and metal surfaces.

h. Carpet cushion made from bonded polyurethane, jute, synthetic fibers, or rubber containing recovered materials.

i. Flowable fill containing coal fly ash and/or ferrous foundry sands.

j. Railroad grade crossing surfaces made from cement and concrete containing fly ask, recovered rubber, recovered steel, recovered wood, or recovered plastic.

k. Modular threshold ramps containing recovered steel, rubber, or aluminum.

l. Nonpressure pipe containing recovered steel, plastic, or cement.

m. Roofing materials containing recovered steel, aluminum, fiber, rubber, plastic or plastic composites, or cement.

(60 FR 21381, May 1, 1995, as amended at 62 FR 60974, Nov. 13, 1997; 65 FR 3081, Jan. 19, 2000; 69 FR 24038, Apr. 30, 2004)

§ 247.13 Transportation Products

a. Traffic barricades and traffic cones used in controlling or restricting vehicular traffic.

b. Parking stops made from concrete or containing recovered plastic or rubber.

c. Channelizers containing recovered plastic or rubber.

d. Delineators containing recovered plastic, rubber, or steel.

e. Flexible delineators containing recovered plastic.

3081, Jan. 19, 2000)

§ 247.15 Landscaping Products

DOCUMENT 00 73 00 Page 16

a. Hydraulic mulch products containing recovered paper or recovered wood used for hydroseeding and as an over-spray for straw mulch in landscaping, erosion control, and soil reclamation.

b. Compost made from yard trimmings, leaves, grass clippings, and/or food waste for use in landscaping, seeding of grass or other plants on roadsides and embankments, as a nutritious mulch under trees and shrubs, and in erosion control and soil reclamation.

c. Garden and soaker hoses containing recovered plastic or rubber.

d. Lawn and garden edging containing recovered plastic or rubber.

e. Plastic lumber landscaping timbers and posts containing recovered materials.

3081, Jan. 19, 2000)

§ 247.16 Non-paper Office Product

a. Office recycling containers and office waste receptacles.

b. Plastic desktop accessories.

c. Toner cartridges.

d. Plastic-covered binders containing recovered plastic; chipboard and pressboard binders containing recovered paper; and solid plastic binders containing recovered plastic.

e. Plastic trash bags.

f. Printer ribbons.

g. Plastic envelopes.

h. Plastic clipboards containing recovered plastic.

i. Plastic file folders containing recovered plastic.

j. Plastic clip portfolios containing recovered plastic.

k. Plastic presentation folders containing recovered plastic.

l. Office furniture containing recovered steel, aluminum, wood, agricultural fiber, or plastic.

3081, Jan. 19, 2000; 69 FR 24038, Apr. 30, 2004)

§ 247.17 Miscellaneous Products

a. Pallets containing recovered wood, plastic, or paperboard.

b. Sorbents containing recovered materials for use in oil and solvent clean-ups and as animal bedding.

c. Industrial drums containing recovered steel, plastic, or paper.

d. Awards and plaques containing recovered glass, wood, paper, or plastic.

e. Mats containing recovered rubber and/or plastic.

f. Non-road signs containing recovered plastic or aluminum and road signs containing recovered aluminum, and sign supports and posts containing recovered plastic or steel.

g. Manual-grade strapping containing recovered steel or plastic.

h. Bike racks containing recovered steel or plastic.

i. Blasting grit containing recovered steel, coal and metal slag, bottom ash, glass, plastic, fused alumina oxide, or walnut shells.

(62 FR 60974, Nov. 13, 1997, as amended at 65 FR 3081, Jan. 19, 2000; 69 FR 24038, Apr. 30, 2004)

-- End of Section --

(End of Summary of Changes)