A002_Outside_Highway.pdf

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

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A002 2/13/2014 N/A WY PRA GRTE 10(12), Outside Highway Craighead Hill to Cunningham Cabin

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

DTFH70-13-R-00002

9B. DATED (SEE ITEM 11)

01/17/2014

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

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 Offers (__ ) is extended, ( x ) is not extended.

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

(a) By completing Items 8 and 15, and returning 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)

N/A

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.

N/A

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).

N/A

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

N/A

D OTHER (Specify type of modification and authority) N/A

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

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

WY PRA GRTE 10(12), Outside Highway Craighead Hill to Cunningham Cabin

SEE PAGE 2 FOR REVISIONS

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) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

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

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A002, dated 02/13/14 WY PRA GRTE 10(12) Solicitation No. DTFH70-13-R-00002 Outside Highway, Craighead Hill to Cunningham Cabin

REVISIONS ARE AS FOLLOWS:

CONTRACT CLAUSES

Page C-16. Revises, FAR Clauses 52.211-10, Commencement, Prosecution, and Completion of Work (Apr 1984) Alternate I (Apr 1984).

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision A-2a IV. Specifications and Permits Adds EEBACS text E-1 101.03(a) Acronyms Adds EEBACS E-1 Definitions Adds EEBACS E-10 105.02(a)(2)(b)(17) Material Sources Revises text E-29 Repagination E-30 108.01Commencement, Prosecution and

Completion of Work Adds EEBACS

E-31 Repagination E-32 109.01 Measurement of Work Revises text E-35 109.08 Progress Payments Adds (d) E-39 152.02 General Adds text E-41 152.03(f)(3) Survey and Staking Requirements Deletes text E-43 153.01 Description Adds EEBACS E-47 153.04(b) Quality Control Plans Adds (3) E-47a 153.07 Measurement Adds EEBACS E-47a 153.08 Payment Revises Text E-47b Adds blank page F-12 308.05A Maintenance Adds Subsection F-12 308.07 Measurement Deletes text F-41 Section 619 Adds Section F-52 635.18 Portable Changeable Message Sign Adds Subsection

PLANS

Plan sheet #C.4 Adds Tack coat Plan sheet #E.2 Revises Note 2 Plan sheet #I.4 Revises call out Plan sheet #I.8 Revises Note 1 and Footnote 1 Plan sheet #M.1 Adds dimension on footer

Amendment No. A002, dated 02/13/14 WY PRA GRTE 10(12) Solicitation No. DTFH70-13-R-00002 Outside Highway, Craighead Hill to Cunningham Cabin

ENCLOSURES

Pages:

A-2a C-16 E-1 E-10 E-29 through E-32 E-35 E-39 E-41 E-43 E-47 through E-47b F-12 F-41 F-52

Plan Sheets:

C.4 E.2 I.4 I.8 M.1

A-2a

Notice to Offeror Project: WY PRA GRTE 10(12), Outside Highway, Craighead Hill to Cunningham Cabin

Warm Mix Asphalt (WMA) technology is now allowed as an option and has been included in this contract. See Section 401 – Asphalt Concrete Pavement By Gyratory Mix Design Method.

A safety edge pavement treatment specification has been included in this solicitation with additional requirements for paving equipment. See Subsection 401.05.

Additional information on safety edge pavement treatments is available through FHWA Publication FHWA-SA-09-023.

Contractors shall use the Government’s web-based system, Engineer’s Estimating, Bidding, Award, and Construction System (EEBACS), to prepare measurement notes (pay notes).

The Contractor shall be required to submit a user account form to gain access to the EEBACS system. See Subsection 108.01.

A user guide, “EEBACS for Construction Contractors”, is available. An electronic version can be found at http://flh.fhwa.dot.gov/resources/pse/estimate/guide.htm

Revised by Amendment A002

C-16

Contract Clauses Project: WY PRA GRTE 10(12), Outside Highway Craighead Hill to Cunningham Cabin

(d) Public requests for system information posted prior to April 15, 2011, will be handled under Freedom of Information Act procedures, including, where appropriate, procedures promulgated under E.O. 12600.

52.210-1 – Market Research (Apr 2011)

(a) Definition. As used in this clause-- “Commercial item and nondevelopmental item” have the meaning contained in Federal acquisition Regulation 2.101.

(b) Before awarding subcontracts over the simplified acquisition threshold for items other than commercial items, the Contractor shall conduct market research to--

(1) Determine if commercial items or, to the extent commercial items suitable to meet the agency’s needs are not available, nondevelopmental items are available that—

(i) Meet the agency’s requirements;

(ii) Could be modified to meet the agency’s requirements; or

(iii) Could meet the agency’s requirements if those requirements were modified to a reasonable extent; and

(2) Determine the extent to which commercial items or nondevelopmental items could be incorporated at the component level.

52.211-10 Commencement, Prosecution, and Completion of Work (Apr 1984) Alternate I (Apr 1984)

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 September 20, 2014 subject to such extensions as may be authorized. The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by April 28, 2014. The completion date will be extended by the number of calendar days after the above date that the contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

52.211-12 Liquidated Damages—Construction (Sep 2000)

(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: See Special Contract Requirements, Subsection 108.04.

(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.

52.211-18 Variation in Estimated Quantity (Apr 1984)

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the

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Special Contract Requirements

03USC04/06/12

Section 101. — TERMS, FORMAT, AND DEFINITIONS

101.03(a) Acronyms. Add the following:

EEBACS — Engineer’s Estimating, Bidding, Award, and Construction System.

101.04 Definitions. Amend as follows:

Delete the text of these definitions and substitute the following:

Award — The written acceptance of an offeror’s proposal by the CO.

Bid — When used in a project package, carries the same meaning as Offer.

Bidder — When used in a project package, carries the same meaning as Offeror.

Bid Guarantee — A form of security assuring that the offeror will not withdraw an offer within the period specified for acceptance and will execute a written Task Order and furnish required bonds.

Bid Schedule — The prepared schedule included with the offer forms, containing the estimated quantities of pay items for which unit prices are requested.

Contract — The written agreement between the Government and the Contractor setting forth the obligations of the parties for the ordering of, performance of, and payment for, the prescribed work.

Refers to both the Basic Contract and the Task Orders.

Contract Time — The specified time allowed for completion of all Task Order work.

EEBACS — Engineer’s Estimating, Bidding, Award, and Construction System. A web-based system used by the Government, Construction Contractors, and Subcontractors on this Government contract to prepare measurement notes (pay notes).

Notice to Proceed — Written notice to the Contractor to begin the Task Order work.

Pay Item — A specific item of work for which a unit price is provided in the Task Order.

Payment Bond — The security executed by the Contractor and surety or sureties and furnished to the Government to ensure payments as required by law to all persons supplying labor or material according to the Task Order.

Performance Bond — The security executed by the Contractor and surety or sureties and furnished to the Government to guarantee completion of the Task Order work.

Project — The specific section of the highway or other property on which construction is to be performed under the Task Order.

Solicitation — The complete assembly of documents (whether attached or incorporated by reference) furnished to prospective offerors.

Surety — An individual or corporation legally liable for the debt, default, or failure of a Contractor to satisfy a Task Order obligation.

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(i) Water management, such as methods and plans for pumping, transporting, distributing, and water conservation.

(ii) Mechanism for metering flow rates at the point of distribution.

(iii) Settling pond location, size, and type.

(iv) Protect surface flows and nearby stream in accordance with the Storm Water Pollution Prevention Plan contained in Section I of the Special Contract Requirements

(B) Water for washing may be obtained from the Spread Creek water source site near the Spread Creek Pit as shown in the plans. Water may be pumped from the creek to a holding tank according to Subsection 105.02A.

If the contractor elects to use a settling pond, submit settling pond location and dimensions with washing plan. Ponds must be able to accommodate operational wash water, siltation, 25-year/24-hour maximum precipitation for the area, and 2ft of freeboard. Provide an overflow ditch for each pond. Direct overflow ditches to extraction area or construct an overflow pond. Clean pond of settled material (silt and sediment) when material exceeds one-third of the freeboard height or as needed for proper functioning, and prior to decommissioning.

Dispose of settled material removed from ponds according to Subsection 203.05(a). An example settling pond typical section detail can be provided upon request to the CO.

(C) All washing activities are restricted to Spread Creek pit.

(15) Reduce all rocks less than 24 inches diameter for production of crushed materials. Stockpile larger rocks in an approved location for future use as riprap.

Upon approval by the CO, bury any larger rocks in the extraction area of the pit as a part of reclamation activities.

(16) Reclaim the extraction area upon the completion of extraction and crushing.

Leave a buffer area of approximately 40 feet from the toe of the extraction face for use in future extraction efforts. At the completion of extraction operations, shape the extraction face to a slope no steeper than 1.5v:1h. Use excess and unsuitable materials from Spread Creek Pit to reshape the reclamation area as shown on the plans and as provided in Section 622 and 646. Sculpt slopes to produce irregular contours as directed by the CO. Do not dispose any concrete, asphaltic material, or refuse at Spread Creek Pit.

(17) When reshaping of the pit is completed, place compost topsoil evenly over the exposed subsoil according to Section 624 and as shown in the plan sheets. Do not cover the extraction face or buffer area with compost topsoil.

(18) Protect monitoring wells from disturbance at all times during pit operation and reclamation.

There is no charge for material taken from Spread Creek Pit for use on this project.

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03USC10/06/11

Section 108. — PROSECUTION AND PROGRESS

108.01 Commencement, Prosecution, and Completion of Work. Amend as follows:

Delete the text of the second paragraph and substitute the following:

A preconstruction conference will be held after the task order is awarded and before beginning work. At the preconstruction conference, provide a Preliminary Work Plan to the CO according to Section 155.

Add the following:

Furnish at least 48 hours advance notice before changing the current work schedule. Work schedule changes that include additional shifts require 14 days notice.

Perform work under this contract according to the following:

(a) Do not perform construction operations during the following periods and according to Section 156:

(1) Between 6:00 p.m. Friday and 6:00 a.m. the following Monday unless requested in writing and authorized by the CO;

(2) Between 6:00 p.m. Friday and 6:00 a.m. the following Tuesday of the Memorial Day and Labor Day weekends;

(3) Between 6:00 p.m. July 3rd and 6:00 a.m. July 5th in 2014;

(4) On any holiday according to Subsection 101.04; and

(5) Between 6:00 p.m. Friday and 6:00 a.m. the following Monday during June, July and August.

(b) Limit work within Spread Creek Pit according to Subsection 105.02.

(c) Perform a walk-through with the CO of all work 10 working days prior to final acceptance.

(d) Any asphalt paving performed under section 401 must be completed by October 1 of any given year.

(e) Limit work that disturbs the surface of the traveled way according to Section 156.

(f) Blacktail Ponds Road and Parking Area and Teton Point Parking Area may be closed during construction and for staging and storage of material according to Subsection 105.04.

(g) Emergency helicopter access in the Cunningham Cabin Parking Area shall be maintained at all times; coordinate with the CO as needed.

(h) Perform Schwabacher Road work as follows:

(1) Full closures are allowed beginning May 1, 2014 through June 12, 2014 at the intersection of Schwabacher Road and Outside Highway. Provide roadway openings as described in Subsection 156.03 for emergency and administrative traffic.

Repagination by Amendment A002

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(2) Complete the construction by June 12, 2014. Failure to complete work on time will result in Interim Liquidated Damages as specified in Subsection 108.04. Completed construction is defined as follows:

Topsoil within the clearing limits has been conserved and stockpiled according to Subsection 204.05.

Clearing and grubbing has been completed according to Section 201.

Subgrade and slopes have been constructed according to the “Staking Report Data Listing”.

Roadway aggregate surfacing has been placed as specified in the plans and according to Section 308.

Hot asphalt concrete pavement has been placed as specified in the plans and according to Section 403.

Topsoil has been placed as specified in the plans and according to Section 624.

(i) Unless otherwise specified, keep parking areas open when there are no construction activities actively underway. Open parking areas to the public when parking areas are in a milled state and no other construction operations are actively underway. No more than one parking area may be closed at one time. When parking areas are in a milled state and open to the public, ensure a safe and adequately negotiable transition is constructed between the milled area and the Outside Highway.

Use the Government’s web-based system, Engineer’s Estimating, Bidding, Award, and Construction System (EEBACS), to prepare measurement notes (pay notes) unless otherwise approved.

Complete and electronically submit “EEBACS User Account Form” (Form EEBACS-001) for each individual requiring EEBACS access. Submit forms to the CO at the preconstruction conference or at least 10 days prior to the start of any contract work. As needed, request additional system access using Form EEBACS-001 and allow 7 days for system access.

Maintain active EEBACS accounts for all contractor staff that use EEBACS. Ensure that the CO is notified within 24 hours after an account holder is reassigned or no longer employed by the Contractor. Within 24 hours after an account holder is reassigned or no longer employed by the Contractor, submit an EEBACS-001 form requesting that the account be disabled.

The electronic version of EEBACS-001 is available at:

http://flh.fhwa.dot.gov/resources/pse/estimate/accounts.htm

108.01A Labor. (Added Subsection).

Follow the requirements of FAR Clause 52.222-6 Davis Bacon Act.

Adjacent or virtually adjacent work sites are defined to be work sites within ½ mile of the project.

Davis-Bacon Act Wage Rates for the Spread Creek Pit, Kelly Pit and RKO Pit have been determined to be adjacent or virtually adjacent to the project.

108.04 Failure to Complete Work on Time. Delete the text and table of this Subsection and substitute the following:

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Follow the requirements of FAR Clause 52.211-12 Liquidated Damages — Construction.

Liquidated damages in the amount specified in Table 108-1 will be assessed for each calendar day beyond the time specified in the contract until substantial completion of the work.

Interim Liquidated Damages in the amount of $1,400 per day will be assessed for each calendar day beyond the date specified in Subsection 108.01(h)(2) that construction is not completed on Schwabacher road.

Temporary Traffic Control requirements under Section 635 remain applicable to work performed after the fixed completion date and prior to substantial completion; all costs associated with such work shall be the sole responsibility of the Contractor. No payment will be made for any of the Section 635 pay items in the bid schedule for work performed during such period.

Liquidated damages will not be assessed for the following:

(a) The day of the final inspection.

(b) Days required to perform work added to the contract after substantial completion including items identified during the final inspection that were not required before that time.

(c) Delays by the Government after all work is complete and before a formal acceptance is executed.

(d) Periods of time when all work is complete but acceptance is delayed pending the plant establishment period or similar warranty period.

(e) During Winter Shutdown periods ordered by the CO.

Table 108-1 Charge for Liquidated Damages for Each Day

Work Is Not Substantially Completed

Original Contract Price Daily Charge From More

Than —

To and

Including —

$ 0 $ 1,000,000 $ 500

1,000,000 2,000,000 1,100

2,000,000 5,000,000 2,200

5,000,000 10,000,000 2,700

10,000,000 and more 3,300

108.06 Suspension. (Added Subsection).

Follow the requirements of FAR Clause 52.242-14 - Suspension of Work.

Suspend work, either in whole or in part, for such periods deemed necessary due to winter shutdown periods.

The performance of the work may be suspended, either in whole or in part, for such periods deemed necessary due to the presence of migratory bird nests, grizzly bears, or wolves. See Section 107.

Repagination by Amendment A002

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03USC10/06/11

Section 109. — MEASUREMENT AND PAYMENT

109.01 Measurement of Work. Delete the text of this Subsection and substitute the following:

Take and record measurements and perform calculations to determine pay quantities for invoicing for work performed. Take or convert all measurements of work according to United States customary measure.

Unless otherwise specified, measure when the work is in place, complete, and accepted. Measure the actual work performed, except do not measure work outside the design limits or other adjusted or specified limits (staked limits). Measure structures to the lines shown on the plans or to approved lines adjusted to fit field conditions.

Take measurements as described in Subsection 109.02 unless otherwise modified by the Measurement Subsection of the Section controlling the work being performed. Measurement of quantities for payment for the individual pay items will be based on the awarded unit price for each pay item according to Table 109-1.

Table 109-1 Decimal Accuracy of Quantities for Payment

Awarded unit price Decimal Accuracy of

Quantities for Payment < $1.00 0 decimals

≥ $1.00 to < $100.00 1 decimals ≥ $100.00 to < $1000.00 2 decimals

≥ $1000.00 3 decimals

Decimal precision for measurement is one decimal beyond accuracy of the quantities for payment.

Remeasure quantities if it has been determined that any portion of the work is acceptable but has not been completed to the lines, grades, and dimensions shown on the plans or established by the

CO.

Submit measurement notes to the CO within 24 hours of completing the work. For on-going work, submit measurement notes weekly. When work is not complete, identify the measurement as being an interim measurement. Submit the final measurement when the installation is completed.

Measurement notes form the basis of the Government’s receiving report (see Subsection 109.08(d)). For lump sum items, submit documentation to support invoiced progress payment on a monthly basis.

Prepare, sign, and submit electronic measurement notes (pay notes) using EEBACS unless otherwise approved. Measurement notes will be reviewed by the CO. Unacceptable measurement notes will be electronically rejected and returned. Correct rejected measurement notes and resubmit electronically.

As a minimum, include the following information in all records of measurement:

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For equipment that is not planned to be used at the time of the preconstruction conference, but is later used on the project, provide required information and data prior to mobilizing the equipment to the project.

No payment will be made for work unless field note documentation for the work was provided by the closing date.

109.08 Progress Payments. Amend as follows:

Delete the text of paragraph (b) and substitute the following:

(b) Closing date and invoice submittal date. The closing date for progress payments will be designated by the CO. Include work performed after the closing date in the following month’s invoice. For work performed between September and July of any year, submit invoices to the designated billing office by the 7th day after the closing date. Invoices received by the designated billing office after the 16th day following the closing date, for work included in the September through July invoices, will not be accepted for payment processing that month. For work included in the August invoice, submit the invoice to the designated billing office by the 5th day after the closing date. Invoices received by the designated billing office after the 5th day following the closing date, for work included in the August invoice, will not be accepted for payment processing that month. Include late, unprocessed invoice submittals in the following month’s invoice.

Delete the text of paragraph (d) and substitute the following:

(d) Government’s receiving report. The Government’s receiving report will be developed using the measurements and quantities from Pay Notes received by the CO in EEBACS and determined acceptable. Within 7 days after the closing date, the CO will be available by appointment at the Government’s designated billing office to advise the Contractor of quantities and unit prices appearing on the Government’s receiving report.

Delete the text of paragraph (e) and substitute the following:

(e) Processing progress payment requests. No payment will be made for work unless field note documentation for the work was provided by the closing date.

(1) Work performed between September and July.

(a) Invoices received by the 7th day following the closing date.

(1) Proper invoices. If the invoice meets the requirements of Subsection 109.08(c), and the quantities and unit prices shown on the Contractor’s invoice agree with the corresponding quantities and unit prices shown on the Government’s receiving report, the invoice will be paid.

(2) Defective invoices. If the invoice does not meet the requirements of Subsection 109.08(c), or if any of the quantities or unit prices shown on the Contractor’s invoice exceed the corresponding quantities and unit prices shown on the Government’s receiving report, the invoice will be deemed defective and the Contractor so notified according to FAR Clause 52.232-27(a)(2). Defective invoices will not be corrected by the Government and will be returned to the Contractor within 7 days after the Government’s designated billing office receives the invoice.

Revise and resubmit returned invoices by the 18th day following the closing date. The CO will evaluate the revised invoice. If the invoice still does not meet the requirements of Subsection 109.08(c), the Contractor will be so notified according

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03USC08/17/10

Section 152. — CONSTRUCTION SURVEY AND STAKING

Construction Requirements

152.02 General. Delete the text of this Subsection and substitute the following:

At the preconstruction conference, submit a cost breakdown of the individual items included in the lump sum item for use in making progress payments.

Include staking activities in the construction schedule submitted according to Section 155.

Include the dates and sequence of each staking activity.

The Government has set horizontal and vertical control points for Schwabacher Road. The location and identity of each control point are shown on the plans. The Government will also set a stake to identify the beginning of the Outside Highway stationing. No other control will be furnished.

Set reference stakes a minimum of 200 ft. apart and as needed to control Contractor surveying and construction operations.

Before beginning construction, notify the CO of any missing control points or stakes. The Government will reestablish control points and stakes missing before the beginning of construction.

The Government will furnish the following data relating to horizontal and vertical alignment and theoretical slope stake catch points, and other design data:

(a) Schwabacher Road.

(1) Computer listings containing horizontal alignment, vertical profile, superelevation, excavation and embankment slope ratios, and earthwork quantities;

(2) Printed and digital (.CSV format) construction staking notes showing theoretical slope stake catch points;

(3) Printed clearing notes (based on theoretical catch points);

(4) X, Y, Z coordinates (horizontal and vertical control points);

(5) Printed and digital (.CSV format) X, Y, Z coordinates (subgrade and base layers at centerline and shoulders); and

(6) Plotted cross sections (earthwork).

Perform additional conversions and calculations as necessary for convenient use of Government-furnished data. The Contractor is responsible for the accuracy of all staking information converted from the Government-furnished data. Provide immediate notification of apparent errors in the initial staking or in the furnished data.

Before surveying or staking, discuss and coordinate the following with the CO:

(1) Surveying and staking methods;

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Set stakes at each roadway cross section location provided and as specified below. See FAR

52.2364. Provide grade finishing stakes as follows:

(1) Outside Highway Snow Storage Area. Set stakes at the top of aggregate at edge of turnout. See plans for turnout layout and dimensions. Adjust location as required by the

CO.

(2) Glacier View, Teton Point, and Snake River Overlook Parking Areas. Prior to removing existing asphalt, record sufficient amounts of existing X, Y and Z information for re-use in establishing finish grade. Where curb and gutter is not present shots should be taken to record edge of shoulder. Once asphalt is removed set stakes to establish grade at top of aggregate layer. Perform all calculations necessary to re-establish grade. Make minor adjustments to insure positive drainage. Submit staking notes to the CO for approval. Adjust stakes as directed by the CO and prior to placement of asphalt.

(3) Schwabacher Road. Set grade finishing stakes, for grade elevations and horizontal alignment, on centerline and on each shoulder. Set stakes at the top of each aggregate layer.

(4) Cunningham Cabin Turnout. Prior to starting ground disturbing construction activities, survey the area as needed to obtain enough data to adequately layout pavement removal boundaries. Stake out Contractor proposed pavement removal boundaries to reflect the information provided in the plan sheet and allow the CO to review and approve the proposed layout. Adjust stakes as directed by the CO and prior to removing asphalt.

Add the following to paragraph (l):

(11) Intermediate surveying and staking to control the work;

(12) Asphalt paver reference line;

(13) Temporary pavement markings;

(14) Control points;

(15) Roadway cross sections;

(16) Post mounted construction signs; and

(17) Signs, delineators, and object markers.

Add the following:

(m) Asphalt paver reference line. Set adequate horizontal control points or reference lines for asphalt concrete paver as specified in Subsection 401.13.

(n) Pavement markings. Obtain the location of all existing pavement markings. Provide the pavement marking information to the CO for review and approval 7 days prior to construction of that portion of the project. Following the completion of the final lift of asphalt, set reference stakes locating the pavement marking locations. Include on the stake the station, distance from centerline and the type of marking.

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Section 153. — CONTRACTOR QUALITY CONTROL

Delete the text of this Section and substitute the following:

Description

153.01 This work consists of exercising management control to ensure work conforms to the contract requirements, providing inspection, obtaining samples for quality control (QC) testing, and performing quality control tests. See FAR Clause 52.246-12 Inspection of Construction.

This work also consists of using EEBACS to prepare measurement notes (pay notes) unless otherwise approved.

Construction Requirements

153.02 Personnel Qualifications. Furnish a quality control manager with at least one year of experience managing highway construction quality control or quality assurance programs on a project(s) of similar size, type, and complexity and meeting one of the following requirements:

(a) A Bachelor of Science degree from a four year program in civil engineering, civil engineering technology, construction management, or construction engineering;

(b) 2 years experience as a superintendent of a road or highway construction firm;

(c) A level four highway construction or highway materials NICET certification; or

(d) 4 years experience as a highway construction inspection or materials quality control supervisory technician.

Do not designate the project manager, superintendent, foremen, testing technicians, or traffic and safety supervisor as the QC manager.

The CO may approve alternative proposals to the requirements of this Subsection.

153.03 General. Provide a QC manager on-project during work with the authority to stop work not in compliance, or that will result in non-compliance, with contract requirements.

Identify an alternate in the QC manager’s absence. The alternate must meet the qualifications for a QC manager. An alternate may not act for the QC manager for more than three (3) days unless approved by the CO.

Submit names and qualifications of the QC manager and any alternate to the CO for approval 14 days before start of work.

Furnish additional QC staff (inspectors, testers, reviewers, and clerical assistants) to complete the work specified in this Section. Provide names and qualifications of additional personnel to the CO 14 days before start of work.

At the preconstruction conference, submit a cost breakdown of the individual items included in the lump sum item for use in making progress estimate payments.

E-47

(3) Construction Operations Report. For each day of work, submit a Contractor’s Daily Record of Construction Operations (Contractor’s Daily Report (CDR)) within one day of the work being performed. Use one of the following methods:

(a) Electronic EEBACS submittal. Enter initial data for Subcontractors and for Labor/Equipment prior to beginning work and prior to starting the CDR. Maintain and update the Subcontractor and Labor/Equipment data to reflect ongoing changes. Report operations of work separately, with manpower and equipment assigned to each operation separately. Document inspection results, including deficiencies observed and corrective actions taken. Complete a CDR for each contractor and subcontractor working that day.

Do not enter hourly rates for Labor/Equipment.

(b) Form WFLHD 465. Electronic versions of the forms are located at:

http://www.wfl.fhwa.dot.gov/resources/construction/forms/

Use only one method for reporting construction operations unless approved by the CO.

Include the following certification when submitting the construction operations report:

“I certify that the information contained in this record is accurate, and that all work documented herein complies with the requirements of the contract. Any exceptions to this certification are documented as a part of this record.”

Certification shall be entered into EEBACS or signed on the WFLHD 465 form by the person responsible for the construction operations.

153.05 Quality Control Sampling and Testing. Provide sampling and testing as defined in the QC plan.

When requested, sample and split QC samples according to AASHTO or other acceptable procedures. Deliver and label split QC according to Subsection 154.02.

Provide acceptance sampling and testing according to Section 154. Include the work required under Section 154 in the QC plan.

Provide the following documentation:

(a) Quality Control Test Results. Report test results on forms containing all sample information required by Subsection 153.05. Attach work sheets, used to determine test values, to the test result forms when submitted.

(b) Control Charts. Maintain linear control charts that identify the project number, contract item number, test number, each test parameter, the upper and/or lower specification limit applicable to each test parameter, and test results. Use the control charts to document the variability of the process, identify production and equipment problems, and identify potential pay factor adjustments. Make corrections to the process when problems are evident. Post charts at the Contractor’s project testing lab and on site.

E-47a

153.06 Acceptance. Contractor QC will be evaluated under Subsections 106.02 and 106.04 based on the demonstrated ability of the Contractor’s QC system to ensure that work meets the contract requirements.

If the Government's testing and inspection (quality assurance) indicate the Contractor’s QC system is ineffective or the plans are not being followed; make immediate improvements to correct inadequacies. Furnish notification in writing of improvements and modifications to the system.

A maximum of 10 percent of the total progress payment amount will be retained and affected project work may be stopped if a QC plan is not accepted, the plan is not being followed, or work does not meet contract requirements.

Measurement

153.07 Measure the Section 153 items listed in the bid schedule according to Subsection 109.02.

EEBACS electronic documentation will be evaluated under Subsection 106.02.

Payment

153.08 Measure the Section 153 items listed in the bid schedule according to Subsection 109.02 and the following as applicable:

Do not measure EEBACS electronic documentation for payment.

Payment for the lump sum item will be prorated based on the submitted cost breakdown for the work completed for this Section.

E-47b

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F-12

Section 308. — Minor Crushed Aggregate

Description

308.01. Add the following:

This work also consists of placing conserved recycled asphalt pavement (RAP) stockpiled in Spread Creek NPS Staging Area and the Schwabacher Road Parking Area, and generated in Section 413 as supplement to crushed aggregate.

Material

308.02. Add the following to the material list:

Recycled asphalt pavement (RAP) 703.19

Construction Requirements

308.04A Placing Recycled Asphalt Pavement. (Added Subsection).

(a) Roadway aggregate. Mix the RAP and adjust the moisture content to obtain a uniform mixture of moisture content suitable for compaction. Place any crushed aggregate prior to placing RAP. Placing a crushed aggregate layer above a RAP layer is prohibited. Spread and shape the mixture on the prepared surface in a uniform layer.

Do not place the mixture in a layer exceeding 6 inches in compacted thickness. When more than one layer is necessary, compact each layer according to Subsection 308.05(a) before placing the next layer.

308.05A Maintenance (Added Subsection)

See Subsection 301.07.

308.06 Acceptance. Add the following:

RAP will be evaluated under Subsection 106.02.

Measurement

308.07. Delete the text of the second paragraph and add the following:

RAP will be measured by the cubic yard in place when incorporated into the roadway structure.

F-41

03USC03/29/06

Section 617. — GUARDRAIL

Material

617.02 Add the following:

Use 6 foot long wood posts in the standard post section, except, use 7 foot long wood posts in the standard post section based on existing post lengths determined when existing guardrail is removed according to Section 203. Provide CO with location of existing 7 foot long wood post lengths along the Outside Highway corridor 7 day prior to installing new guardrail. Use 6 foot long posts in the terminal section except at terminal posts. Use post lengths as shown on the appropriate anchorage assembly standard for terminal posts.

Section 619.— FENCES, GATES, AND CATTLE GUARDS

Description

619.01 Add the following:

This work also consists of fabricating and installing steel gates as detailed in the plans.

Material

619.02 Add the following to the material list:

Structural steel 717.01 Construction Requirements

619.03 Fences and Gates. Delete the text of subsection (c)(5)(b) Metal gates and substitute the following:

Stake post locations for approval by the CO. Verify all gate dimensions and submit for approval at least 14 days prior to fabricating gates. Perform excavation and backfill according to Section

209. Fabricate steel gates according to Section 555. Apply primer and paint prior to delivery to the site. Protect the paint from all damage through final acceptance. Repair damage to paint finish according to the manufacturer’s recommendations and as directed by the CO. Ensure any repairs are consistent with the original finish. Perform concrete work according to Section 601.

619.09 Acceptance. Add the following:

Fabrication of gates will be evaluated under Subsections 106.02 and 106.03.

F-52

635.13A Temporary Signs and Vehicle Positioning Guides. (Added Subsection).

Temporary signs and vehicle positioning guides may be substituted for temporary pavement markings for up to 3 calendar days. Install “NO CENTER STRIPE” (W8-12), “NO PASSING ZONE” (W14-3), “DO NOT PASS” (R4-1) and “PASS WITH CARE” (R4-2) signs according to the MUTCD. Include the description and location of each sign in an alternate traffic control proposal according to Subsection 156.03. Install vehicle positioning guides (temporary raised pavement markers) spaced 40 feet apart for temporary centerline delineation.

635.18 Portable Changeable Message Sign. Add the following:

Provide a single Temporary Traffic Control, Portable Changeable Message Sign (PCMS) unit for the use of Temporary Traffic Control according to Section 635 and as directed by the CO. The contractor provided unit must meet the requirement of Subsection 635.18.

The requirements for Government Furnished PCMS is for the Contractor to use two Government furnished PCMS units and implement them in their Temporary Traffic Control operations according to Section 635 and as directed by the CO.

Measurement

635.26 Amend as follows:

Delete the sixth paragraph and substitute the following:

Measure flaggers, for each hour a person is actually flagging. Round portions of an hour up to the half hour. Measure time in excess of 40 hours per week at the same rate as the first 40 hours.

Measure PCMS for each day it is actually used.

Add the following:

Measure Traffic and Safety Supervisor by the day (24-hour day beginning and ending at midnight) for the work described in Subsection 156.08.

A day will be measured when:

(a) Construction operations require a Traffic Supervisor during the normal working days;

(b) The Traffic Control Supervisor makes normal checks during nonwork hours; or

(c) The Traffic Control Supervisor is called out during nonwork hours.

Do not measure flagging performed by the Traffic and Safety Supervisor when there is a pay item in the bid schedule for Traffic and Safety Supervisor.

Signs used to delineate passing zones and raised pavement makers used for vehicle positioning guides according to Subsection 635.13A will not be measured.

Payment

635.27. Add the following:

Do not measure for payment, any sign removal for work identified under Subsection 635.03.

Progress payment for temporary pavement markings will be made upon installation, except that when the pay item includes subsequent removal of the markings, up to 25 percent of the unit bid price may be withheld until the removal is completed.

FOOTNOTE:

1+16 to 17+25

SCHWABACHER ROAD

NO SCALE

Varies Varies Varies Va rie s

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

Depth shown is approximate, depth ranges from 8 to 16-inches.

exhausted. See Section 308 and Sheet I.8 for additional details.

must be incorporated into this work until the stockpiled RAP is

In accordance with Section 308, Recycled Asphalt Pavement (RAP)

See Sheets D.14-17 for Schwabacher Road Plan and Profile.

Construct slopes as shown in the Staking Report Data Listing.

Existing gravel road

Varied Compacted Depth

Roadway Aggregate, Method 1, Pavement, 3-inch Depth

Hot Asphalt Concrete course, 6-inch depth

Aggregate topsoil course, 6-inch depth

Aggregate topsoil

3 4

8'8'

LC

16'

C o n s tr u c ti o n c le a r in g l im it

C o n s tr u c ti o n c le a r in g l im it

Existing ground

TYPICAL SECTION

SCHWABACHER ROAD

C.4

STATE PROJECT

NUMBER

SHEET

WY

PRA GRTE 10(12)

g r te c d .d g n

U

S S u r ft

D

D

S la n in a

C h e c k e d b y

K

R e z a n te s e s ig n e d b y

CSS-1h, SS1 or SS-1h Tack Coat, Grade CSS1, 2 Revised by amendment A002

Vehicle Parking Bus and RV Parking

Side Walk

Travelway Travelway

LC

SECTION A-A

Existing pavement grade

Travelway Travelway

LC

Existing pavement grade

SECTION B-B

Existing curbing

Existing curbing

Side Walk

SECTION C-C

Existing pavement grade

TravelwayVehicle ParkingTravelway

Slope to drain

Existing curbing

Varies

12'12'

12' 12' 12'18'

Slope to drain

12'12'

TYPICAL SECTIONS

TURNOUT AND OVERLOOK

Existing curbing

12'

Travelway

1:4 1:4

NO SCALE

Milling, 4-inch depth

Aphalt Pavement

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

1 1 1 1 depth, placed in 2 equal lifts, tack between lifts

Hot Asphalt Concrete Pavement, 4" compacted depth, placed in 2 equal lifts, tack between lifts

Hot Asphalt Concrete Pavement, 4" compacted

Milling, 4-inch depth

Asphalt Pavement

Miling, 4-inch depth

Asphalt Pavement

1 1

1 1 11

FOOTNOTE:NOTE:

depth, placed in 2 equal lifts, tack between lifts

Hot Asphalt Concrete Pavement, 4" compacted

2.

1.

the CO for further direction.

for the 1V:48H (2%) finished asphalt slope to be constructed, consult

If the existing curb and asphalt conditions are impractical to allow change from the connection of the curb to asphalt occurs in this area.

Measured at 2-feet intervals. Ensure that no more than 1/4-inch vertical running slope and cross slope of 1V:48H (2%) or less in all directions.

spaces. Within the designated area mill existing asphalt to meet a

Guidelines; Outdoor Developed Areas - 36 CFR Part 1191) for parking parking areas that meet ABAAS ( Architectural Barriers Act Accessibility

The CO will designate an area 35-feet by 25-feet in each of the

Sections applicable to following E.Sheets.

work or removed from the project according to Section 203.

All asphalt millings must be incoporated into the project

Adjust as needed to fit existing and as directed by C.O.

E.2

STATE PROJECT

P

M

J a n u a r y

U

S S u r ft c m y fi le s p w p r o d u c ti o n d g r te e b .d g n

S la n

R e z a n

C h e c k e d b y

D e s ig n e d b y

NOTE:

FOOTNOTE:

NPS (Grand Teton National Park)

W1

W5

W4

USDA-FS (Bridger-Teton National Forest)

(DO NOT DISTURB)

EXISTING RECLAIMED AREA

N

Ditch

Existing service road

CP

CP

SPREAD1

Spread Creek Pit Boundary line ty p

Reclamation baseline

RECLAMATION PLAN

25' typ.

Existing USDA-FS road

W2

AND STOCKPILE AREA

CONTRACTOR STAGING

2.

1.

Approx. location of new westside pit floor limit

40'

Roadside development, site reclamation, material source

Roadside Developement, site reclamation, material source

Placing conserved topsoil, 2-inch depth, material source do not disturb

Vegetated area, NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

SHEET 1 OF 2

RECLAMATION PLAN

SPREAD CREEK PIT

LEGEND:

Contract Requirements.

Reclaim settling ponds according to Section 105 of the Special

See following I Sheets for additional details.

NO SCALE

Do not disturb existing stockpiled topsoil according to Section 625.

Place compost according to Subsection 624.04C. Place fertilizer

Furnish and place topsoil according to Section 624, 625 and 713.

according to Section 622.

landscaping and fill isolated depressions as directed by the CO reclamation, material source and the next I Sheet. Perform according to Item 64632-0000 Roadside development, site

Construct initial grading surfaces and perform finish grading work

I.4

STATE PROJECT

a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te id .d

S la n

R e z a n

C h e c k e d b y

D e s ig n e d b y

2Furnish and placing topsoil, 2-inch depth, compost

NPS. PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

N

N y a w h gi H

Gate

S c h w a b a c k e r L a n d in g R o a d

Min.

10'

C o n s tr u c ti o n l im it

B u ff e r z o n e

10'

Min.

Stockpile

RAP

DETAIL A

See Detail A

A A

SECTION A-A

e n o z r eff u

B

Stockpile

RAP

existing gravel

Edge of

Edge of existing gravel

PLAN

NO SCALE

NOTE:

1.

AREA STORAGE

SCHWABACHER PARKING

SCHWABACHER PARKING AREA STORAGE

A p p r o x

Approx. 65'

FOOTNOTE:

I.8

STATE PROJECT

a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d g r te ig .d

S la n

R e z a n

C h e c k e d b y

D e s ig n e d b y and according to section 622.

Parking Area, clean the stock pile area floor as directed by the CO

When RAP is completely removed from the Schwabacher Landing

Creek Staging Area will be paid according to section 622 designated by the CO. Hauling of excess material to the Spread

Spread Creek NPS Staging Area and stockpile in a location along Schwabacher Landing Road, haul all excess RAP to

Upon completion of Roadway Aggregate, Method 1 placement

Quantity shown is an approximate compacted in place quantity.

CLOSED

ROAD

.5 ty p

Lane width + 2ft (typ.)

ty p

Road Closed sign see detail this sheet

Place white reflective tape (typ.)

S ee n ot e

(t yp

.3 ty p

R

Undisturbed earth

20" (typ.)

3' (typ.)

.5 ty p

.5 ty p

7' (ty p.

ROAD CLOSED

CLOSED

ROAD

ty p

MUTCD R11-2

2"

2"

See note 3 (typ.)

0.5" typ.

1" typ.

4" typ.

t y p

LC

PLAN VIEW

1"R

PROFILE VIEW

(SHEET 1 OF 2)

DOUBLE GATE DETAIL

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112646

DETAIL B

HINGE DETAIL

plates (typ.)

" steel 4

.5 t y p tubing (typ.)

rectangular steel

"16 32" x 4" x weld nut to sleeve (typ.)

1" dia. bolt & nut, DETAIL A

LOCK DETAIL

2.5'

1.25" dia. holes

6"

.5

3"

3"

1" dia. bolt & nut, weld nut to locking arm

PROFILE VIEW

8" steel plates (typ.)

2" ty p.

)R

(t yp

R

4"

Locking arm in closed position

3"

SIDE VIEW

" steel plates (typ.)8 weld nut to sleeve

1" dia. bolt & nut, " steel cap (typ.)16 3install rectangular steel tube

" 8 32" x 4" x

MUTCD Section 2B.68 subsection 05 (typ.)

at 16" interval alternating between red and white

Reflective tape with vertical stripes holes on each ends

" dia. 4 3provide

1" dia. x 6" steel bar

NOTE:

V a r ie s f r o m .5 to .5 ty p

1' (typ.)

t h ic k f il l measure for payment.

"Road Closed" MUTCD R11-2 Sign incidental to gate work. Do not

See Sheet M.