A002_TetonParkRoad.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 December 4, 2009 N/A WY PRA GRTE 11(4), Teton Park Road

WY PRA GRTE 112(1), Signal MTN Marina Road

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 DTFH70-09-B-00012

9B. DATED (SEE ITEM 11)

9/25/2009

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 11(4), TETON PARK ROAD (Spalding Bay –Jackson Lake Junction)

WY PRA GRTE 112(1), SIGNAL MTN MARINA ROAD

See page 2 for other 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

New Bid Opening Date: December 16, 2009

Amendment No. A002, dated 12/4/2009 WY PRA GRTE 11(4) Solicitation No. DTFH70-09-B-00012 Teton Park Road (Spalding Bay - Jackson LK Junction) Page 2 WY PRA GRTE 112(1)

Signal Mtn Marina Road

REVISIONS ARE AS FOLLOWS:

Notice To Bidders

Page A-1. Revises cut-off date to receive technical questions

SF 1442, Solicitation, Offer and Award

Page A-3, block 13A. Revises bid opening date out to December 16, 2009.

BID SCHEDULE

Page A-10 Revises bid item 30802-1000 to be “Government furnished” Page A-12 Revises bid item 62201-0250 quantity to 286 hours Page A-12 Revises bid item 62201-1000 quantity to 356 hours Page A-12 Revises bid item 62201-2850 quantity to 27 hours

SPECIAL CONTRACT REQUIREMENTS

Page E-6, Subsection 105.02 Material Sources. Revises Subsections 105.02(a)(1) and 105.02(a)(2), to provide for government furnished roadway aggregate.

Page E-19, Subsection 108.01 Commencement, Prosecution, and Completion of Work.

Adds paragraph (d).

Page F-4, Section 303 Road Conditioning and Section 305 Aggregate-Topsoil Course.

Reformatted to accommodate changes to Page F-5.

Page F-5, Section 308 Minor Crushed Aggregate. Adds Section.

Page F-22, Section 605 Underdrains, Sheet Drains, and Pavement Edge Drains. Adds Section.

Page F-28, Subsection 622.02 Rental Equipment. Revises quantity of wheel loader.

New Bid Opening Date: December 16, 2009

Notice to Bidders: Please submit revised pages A-7 through A-14 with your bid.

NOTE: Failure to submit this revised schedule will make your bid nonresponsive and will result in the rejection of your bid.

Amendment No. A002, dated 12/4/2009 WY PRA GRTE 11(4) Solicitation No. DTFH70-09-B-00012 Teton Park Road (Spalding Bay - Jackson LK Junction) Page 3 WY PRA GRTE 112(1)

Signal Mtn Marina Road

PLANS

Plan sheet #A.2 Adds sheet E.16 to index. Revises“B.1-2”to“B.1-3” Plan sheet #B.1 Revises bid item 30802-1000to be “Government furnished” Plan sheet #B.1 For Item 40101-1000 (type IV): 1) Adds estimated quantity in

“Section E” column; and 2) Revises“Plan” quantity in “Estimated Quantities”column.

Plan sheet #B.2 Revises Bid Schedule hours for Items 62201-0250, 622201-1000, and 62201-2850.

Plan sheet #B.3 Reformats sheet. Correct sheet number to from “B.2” to “B.3”.

Plan sheet #E.16 Adds new plan sheet.

Plan sheet #G.10 Revises plan sheet (many changes).

PLANS - PEN AND INK CHANGE

Please make the following pen & ink change:

Plan sheet #C.1 In the “Subexcavation Quantities” table, add “Government furnished” tothe description for Item 30802-1000.

ENCLOSURES

Pages:

A-1 A-3/A-4 A-7 through A-14 E-6 E-19 F-4 F-5 F-22 F-28

Plans A.2 B.1 through B.3 E.16 G.10

Page not included due to Pen and Ink change:

C.1

A-1

Special Contract Requirements Project: WY PRA GRTE 11(4) Teton Park Road (Spalding Bay - Jackson LK Jct) WY PRA GRTE 112(1) Signal Mtn Marina Road

03M07/06/09

NOTICE TO BIDDERS

I. Project Location.

The project work is located 41 kilometers (25 miles) north of Jackson, Wyoming in Teton County.

Signs have not been erected to identify the project limits. No Government personnel will be available for show-me tours.

II. Pre- bid Information.

This solicitation includes electronic plan sheets. Plan sheets can be found at http://www.wfl.fhwa.dot.gov/edi/plans/grandteton/ and viewed by individual sections, downloaded by individual sections, or the entire plan set downloaded in a zip file. A paper copy of the plan sheets is available by submitting the form included in this solicitation. A CD of the physical data is available by submitting the form included in this solicitation.

Recovery Act Requirements. This procurement action will be conducted as part of the American Recovery and Reinvestment Act (Recovery Act) dated February 17, 2009. This solicitation and the resulting contract will be subject to the transparency, accountability, and reporting requirements of the Recovery Act. Special Provisions and Clauses included in this solicitation and the resulting contract pursuant to the Recovery Act are Federal Acquisition Regulation (FAR) Provisions and Clauses:

52.203-15 dealing with whistleblower protections;

52.204-11 dealing with reporting requirements;

52.214-26 (Alt. I) dealing with record keeping and access to records requirements; and

52.225-21 and 52.225-22 dealing with Buy American Act requirements.

Revised by Amendment A002

TECHNICAL QUESTIONS REGARDING PROPOSED WORK FOR THIS

PROJECT WILL BE ACCEPTED UNTIL CLOSE-OF-BUSINESS ON

DECEMBER 10, 2009.

Questions can be submitted and answers viewed by going to project information at:

http://www.wfl.fhwa.dot.gov/contracting/construction/advertised.htm

Every attempt to respond to questions will be made. However, response to questions received after the above posted date is not guaranteed.

1. Solicitation No. 2. Type of Solicitation 3. Date Issued Page

SOLICITATION, OFFER, AND AWARD

DTFH70-09-B-00012 x Sealed Bid (IFB) 9/25/09 A-3 (Construction, Alteration, or Repair) Negotiated (RFP)

IMPORTANT– The “offer” section on the reverse must be fully completed by offeror.

4. Contract No. - 5. Requisition/Purchase Request No. 6. Project No.

N/A WY PRA GRTE 11(4) Teton Park Road (Spalding Bay-Jackson LK Jct) WY PRA GRTE 112(1) Signal Mtn Marina Road

7. Issued By Code: N/A 8. Address Offer to Code: N/A U.S. Department of Transportation Attn: Contracts Section Federal Highway Administration 610 East Fifth Street .

Vancouver WA 98661-3801

A. Name B. Telephone No. (Include area code) (No Collect Calls)

See page A-5. 360.619.75209. For Information Call:

SOLICITATION

NOTE: In sealed bid solicitation “offer” and “offeror” mean “bid” and “bidder”

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

This solicitation is designated WY PRA GRTE 11(4) Teton Park Road (Spalding Bay-Jackson LK Jct) WY PRA GRTE 112(1) Signal Mtn Marina Road, Grand Teton National Park, Teton County, Wyoming

IN STRICT ACCORDANCE WITH:

Bid Schedule Federal Acquisition Regulations (FAR) and Transportation Acquisition Regulations (TAR) General Wage Decision Special Contract Requirements Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 metric.

11. The Contractor shall begin performance within 10 calendar days and complete it within __*___ calendar days after receiving the award, x notice to proceed. This performance period is x mandatory negotiable. ( See *see page A-5 .)

12A. The Contractor must furnish any required performance and payment bonds? 12B. Calendar Days

(If “YES”, indicate within how many calendar days after award in item 12B.)

x Yes No 10

13. Additional Solicitation Requirements:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8 by 2:00 PM local time

12/16/09. If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror’s name and address, the solicitation number, and the date and time offers are due.Revised by Amendment A001 & A002

B. An offer guarantee x is Is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101 Standard Form 1442 (REV. 4-85) Prescribed by GSA FAR (48 CFR) 53.236-1 (e)

A-4 OFFER (Must be fully completed by offeror)

15. Telephone No. (Include are code)14. Name and Address of Offeror (Include ZIP Code)

DUNS number:

16. Remittance Address (Include on it different than Item 14)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this is accepted by the Government in writing within 60 calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13D.

Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS

See Bid Schedule

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendment to the solicitation - give number and date of each)

AMENDMENT

No.

DATE

20A NAME,TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or Print) 20B. SIGNATURE 20c. OFFER DATE

AWARD (to be completed by Government)

21. ITEM(S) ACCEPTED

All items on Bid Schedule.

22. Amount 23. Accounting and Appropriation Data

25. Other Than full and open competition pursuant to24. Submit Invoices to Address shown in (4 copies unless otherwise specified)

Item See

Page A-5 10 U.S.C. 2304(c) (_____) 41 U.S.C 253 (c) (_____)

26. Administered by Payment will be made by

Federal Highway Administration Western Federal Lands Highway Division 610 East Fifth Street Vancouver WA 98661-3801

Finance Section Western Federal Lands Highway Division 610 East Fifth Street Vancouver WA 98661-3801

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

X28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to issuing office) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and(c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation, is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. Name and Title of Contractor or Person authorized to sign (Type or Print)

31A. Name of Contracting Officer (Type or Print)

Julee McTaggart 30b. Signature 30C. Date 31B. United States of America

By

31C. Award Date

STANDARD FORM 1442 BACK (REV. 4-85)

A-7

Bid Schedule Project: WY PRA GRTE 11(4) TETON PARK ROAD (SPALDING BAY - JACKSON LK JCT)

WY PRA GRTE 112(1) SIGNAL MTN MARINA ROAD

Bid Schedule

Project: WY PRA GRTE 11(4) Teton Park Road (Spalding Bay - Jackson LK Jct) WY PRA GRTE 112(1) Signal Mtn Marina Road

BRAND NAME OR EQUAL NOTIFICATION

If providing other than the brand name product listed in Section 157, complete the following:

(See FAR Provision 52.211-6, Brand Name or Equal)

Offering on Item 15706-1000, Soil erosion control, inlet protection. In lieu of brand name specified for The Dandy BagII in Subsection 713.13A:

Brand: __________________________________________

Manufacturer’s Name: _____________________________

Include with your bid all documents needed by the Government to determine if the proposed product meets the requirements listed in the appropriate Section. The determination as to the equality of the product offered is the responsibility of the Government and will be based on the information furnished by the bidder as well as other information reasonably available to

Project: WY PRA GRTE 11(4) TETON PARK ROAD (SPALDING BAY - JACKSON LK

WY PRA GRTE 112(1) SIGNAL MTN MARINA ROAD

Bidder please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid.

Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

The quantity for the following item of work is a Contract Quantity (see FP-03, Subsection 109.02):

31001-0000

A- 8

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 Mobilization

ALL Lump Sum $___________________

15201-0000 Construction survey and staking

ALL Lump Sum $___________________

15301-0010 Contractor quality control and assurance

ALL Lump Sum $___________________

15401-0000 Contractor testing

ALL Lump Sum $___________________

15501-0000 Construction schedule

ALL Lump Sum $___________________

15705-0100 Soil erosion control, silt fence m $_______________ $___________________

Project: WY PRA GRTE 11(4) TETON PARK ROAD (SPALDING BAY - JACKSON LK

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 9

15706-1000 Soil erosion control, inlet protection

Each $_______________ $___________________

20301-1100 Removal of gate

Each $_______________ $___________________

20301-3400 Removal of wheelstop

Each $_______________ $___________________

20302-0300 Removal of curb and gutter, concrete m $_______________ $___________________

20302-0400 Removal of curb, asphalt m $_______________ $___________________

20302-1200 Removal of guardrail m $_______________ $___________________

20303-3200 Removal of sidewalk, concrete m2 $_______________ $___________________

20401-0000 Roadway excavation m3 $_______________ $___________________

20402-0000 Subexcavation m3 $_______________ $___________________

20701-1300 Earthwork geotextile, type IV-B m2 $_______________ $___________________

20703-0000 Geogrid

1,800 m2 $_______________ $___________________

21101-1000 Roadway obliteration, method 1 m2 $_______________ $___________________

Project: WY PRA GRTE 11(4) TETON PARK ROAD (SPALDING BAY - JACKSON LK

Estimated Quantity Unit Bid Price Amount Bid

A- 10

25101-3000 Placed riprap, class 3 m3 $_______________ $___________________

25125-0000 Boulder Each $_______________ $___________________

30302-2000 Shoulder reconditioning 1,000 m $_______________ $___________________ 30802-1000 Roadway aggregate, method 1 "Government Furnished"

2,600 t $_______________ $___________________

31001-0000 Recycled aggregate base 25,267 m2 $_______________ $___________________ 40101-1000 Superpave pavement, 19mm nominal maximum size aggregate, 0.3 to <3 million

ESAL , type IV pavement roughness 16,500 t $_______________ $___________________ 40101-1000 Superpave pavement, 19mm nominal maximum size aggregate, 0.3 to <3 million

ESAL , type V pavement roughness 3,500 t $_______________ $___________________ 40105-3000 Antistrip additive, type 3 t $_______________ $___________________

41101-1000 Prime coat, grade CMS-2 t $_______________ $___________________ 41105-0000 Blotter t $_______________ $___________________

41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h t $_______________ $___________________

Project: WY PRA GRTE 11(4) TETON PARK ROAD (SPALDING BAY - JACKSON LK

WY PRA GRTE 112(1) SIGNAL MTN MARINA ROAD

Bid Schedule A

Revised by Amendment A002

Estimated Quantity Unit Bid Price Amount Bid

A- 11

41410-1000 Crack, cleaning and sealing

1,000 m $_______________ $___________________

60406-0000 Inlet adjustment

Each $_______________ $___________________

60501-0000 Standard underdrain system m $_______________ $___________________

60704-0000 Cleaning culvert in place

Each $_______________ $___________________

60901-2100 Curb, asphalt, 100mm depth

1,000 m $_______________ $___________________

60902-1000 Curb and gutter, concrete, 300mm depth m $_______________ $___________________

60910-0000 Reset curb m $_______________ $___________________

60920-0000 Reset wheelstop

Each $_______________ $___________________

61108-1000 Adjust water valve

Each $_______________ $___________________

61501-0100 Sidewalk, concrete m2 $_______________ $___________________

61701-1850 Guardrail system G4, type 4, class A wood posts m $_______________ $___________________

61702-0800 Terminal section type tangent

Each $_______________ $___________________

Project: WY PRA GRTE 11(4) TETON PARK ROAD (SPALDING BAY - JACKSON LK

Estimated Quantity Unit Bid Price Amount Bid

A- 12

61707-1000 Structure transition railing, G4 system m $_______________ $___________________

61902-0900 Gate, metal Each $_______________ $___________________

62201-0250 Dump truck, 10 cubic meter minimum capacity Hour $_______________ $___________________

62201-0400 Backhoe loader, 60 liter minimum rated capacity bucket, 300mm width Hour $_______________ $___________________

62201-1000 Wheel loader, 4 cubic meter minimum rated capacity Hour $_______________ $___________________

62201-1800 Bulldozer, universal blade, 150kW minimum Hour $_______________ $___________________

62201-2050 Roller Hour $_______________ $___________________

62201-2850 Motor grader, 3.6 meter minimum blade Hour $_______________ $___________________

62201-3400 Hydraulic excavator, 1.1 cubic meter minimum capacity with thumb attachment Hour $_______________ $___________________

62301-0000 General labor Hour $_______________ $___________________

62406-0100 Placing conserved topsoil, 50mm depth 0.9 ha $_______________ $___________________ 62510-2000 Seeding, hydraulic method

0.8 ha $_______________ $___________________

Project: WY PRA GRTE 11(4) TETON PARK ROAD (SPALDING BAY - JACKSON LK

WY PRA GRTE 112(1) SIGNAL MTN MARINA ROAD

Bid Schedule A

Revised by Amendment A002

Revised by Amendment A002

Revised by Amendment A002

Estimated Quantity Unit Bid Price Amount Bid

A- 13

62515-2000 Mulching, hydraulic method

0.8 ha $_______________ $___________________

63316-1000 Remove and reset sign

Each $_______________ $___________________

63318-1000 Snowpole holder

Each $_______________ $___________________

63401-0300 Pavement markings, type B, solid yellow

42,000 m $_______________ $___________________

63401-0300 Pavement markings, type B, solid white

30,000 m $_______________ $___________________

63401-0400 Pavement markings, type B, broken yellow

10,500 m $_______________ $___________________

63405-0500 Pavement markings, type B, turn arrow

Each $_______________ $___________________

63405-0550 Pavement markings, type B, straight arrow

Each $_______________ $___________________

63405-0650 Pavement markings, type B, "ONLY" word message

Each $_______________ $___________________

63405-0850 Pavement markings, type B, accessibility symbol

Each $_______________ $___________________

63502-0900 Temporary traffic control, cone, type 700mm

Each $_______________ $___________________

63502-1300 Temporary traffic control, drum

Each $_______________ $___________________

Project: WY PRA GRTE 11(4) TETON PARK ROAD (SPALDING BAY - JACKSON LK

Estimated Quantity Unit Bid Price Amount Bid

A- 14

63503-0700 Temporary traffic control, pavement markings

28,500 m $_______________ $___________________

63504-1000 Temporary traffic control, construction sign m2 $_______________ $___________________

63506-0600 Temporary traffic control, pilot car

Hour $_______________ $___________________

63507-0700 Temporary traffic control, traffic and safety supervisor

Day $_______________ $___________________

63509-1000 Temporary traffic control, flagger

1,550

Fix hr rate 22.00 34,100.00

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: WY PRA GRTE 11(4) TETON PARK ROAD (SPALDING BAY - JACKSON LK

E-6

Project: WY PRA GRTE 11(4) Teton Park Road (Spalding Bay - Jackson LK Jct) WY PRA GRTE 112(1) Signal Mtn Marina Road

03M05/12/09

Section 105.— CONTROL OF MATERIAL

105.02 Material Sources. Amend as follows:

Add the following:

Unless a source is listed as mandatory, the decision to use an identified source is solely that of the Contractor.

(a) Government-provided sources. Add the following to the third paragraph:

Do not perform aggregate source quality tests listed in the Sampling and Testing Requirements Table of other Sections when using Government-provided sources.

Add the following:

Government-provided sources for this project are identified as follows:

(1) Government-provided mandatory sources. Obtain material for use as aggregates under Section 308 from the Spread Creek Pit.

Spread Creek Pit is a gravel deposit located approximately 3 kilometers east of Highway 26/89/187 and approximately 42 kilometers from Jackson, Wyoming, at MP

26. The Pit site is located on lands administrated by the USFS, Bridger-Teton National Forest, in sections 14 and 15 of T44N, R114W as shown on the plans. The Special Use Permit for this source is contained in Section H, Permits.

(2) Government-provided optional sources. Material for use as borrow, riprap, and in the production of aggregates, under Sections 204, 251, 401, may be obtained from the Spread Creek Pit.

Segregate or assure that stone material obtained from the stockpile at Spread Creek Pit remains available in quality and dimension for work under Sections 251.

Heat materials obtained from Spread Creek Pit that are stockpiled outside of the Spread Creek Pit and Park boundaries to 150ºC to ensure sterilization of any noxious weed seed. Heat the materials within 24 hours prior to re-delivery into the Park. These requirements may be waived if the Contractor’s stockpile site meets Park weed-free requirements.

If the Contractor elects to obtain material from, or stockpile materials at the Spread Creek Pit, the following restrictions apply:

(a) Operation in the pit is allowed between the hours of 6 am and 9 pm beginning June 1 through October 31. Operation in the pit is not permitted during the first

E-19

WY PRA GRTE 112(1) Signal Mtn Marina Road

03M05/12/09

Section 108.— PROSECUTION AND PROGRESS

108.01 Commencement, Prosecution, and Completion of Work. 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. Notify the CO in writing 7 days prior to working in parking areas or turnouts.

(a) Do not perform construction operations between 6 pm Friday and 6 am the following Tuesday of the Memorial Day and Labor Day weekends, and according to Subsection 156.06(k).

(b) Limit work that disturbs the surface of the traveled way as provided for under Subsections 156.03 and 156.06.

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

(d) Provide 14 days notice to the CO before commencing construction activities at the Brinkerhoff Parking Area."

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 0.8 kilometers of the project. Application of the Davis-Bacon Act for work sites beyond 0.8 kilometers of the project will be determined by the CO.

108.02 Subcontracting. Amend as follows:

Delete the first paragraph and substitute the following:

Follow the requirements of FAR clauses 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns, 52.222-11 Subcontracts (Labor Standards), and 52.236-1, Performance of Work by the Contractor.

Delete the fourth paragraph and substitute the following:

In FAR Clauses 51.219-8, Utilization of Small Business Concerns and 52.232-27, Prompt Payment for Construction Contracts, the subcontracts include both on-site work and supply contracts.

Evaluate the percentage of the cost of contract performance incurred for personnel in FAR Clause 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns, according to the following formula:

P = H / T

Where:

F-4

WY PRA GRTE 112(1) Signal Mtn Marina Road

Section 303.— ROAD RECONDITIONING

Description

303.01 Delete the text of this Subsection and substitute the following:

This work consists of reconditioning shoulders and placing aggregate topsoil.

Material

303.02 Add the following to the materials list:

Aggregate Topsoil 703.20

Construction Requirements

303.04 Shoulder Reconditioning. Delete the text of this Subsection and substitute the following:

Repair soft and unstable areas by shaping and filling in ruts and depressions with aggregate topsoil according to Section 305 and according to details on plans. Do not disturb or remove any vegetation within the unpaved foreslope unless directed by the CO. Reshape shoulder and dispose of waste according to Subsection 204.14.

03M01/01/04

Section 305.— AGGREGATE-TOPSOIL COURSE

Description

305.01 Delete the text of this Subsection and substitute the following:

This work consists of furnishing and placing an aggregate-topsoil course on a prepared shoulder or other prepared surface.

Material

305.02 Delete the text of this Subsection and substitute the following:

Conform to the following Subsection:

Aggregate-topsoil 703.20 Water 725.01

Reformatted by Amendment A002

F-5

WY PRA GRTE 112(1) Signal Mtn Marina Road

Construction Requirements

305.04 Mixing, Placing, and Compacting. Delete the text of this Subsection and substitute the following:

Furnish a mixture of 50±10 percent aggregate and 50±10 percent topsoil by volume with sufficient water for compaction.

Mix the components into a uniform mixture. Spread the mixture on the prepared surface in a uniform layer. Shape the mixture to the line, grade, and cross-section. Remove all clods and stones greater than 2 inches in diameter.

Uniformly compact the mixture so that it does not exhibit heaving, pumping, rutting, or shearing.

Compaction tests may be waived by the CO if acceptable compaction is demonstrated.

Remove all material from the pavement surface upon completion.

Government provided topsoil from the RKO Pit (16+493) stockpile may be used for the production of aggregate-topsoil course as quantity of stockpile allows and approved by the CO.

305.05 Acceptance. Delete the text of this Subsection and substitute the following:

See Table 305-1 for sampling and testing requirements.

Aggregate material will be evaluated under Subsection 106.03. Topsoil material and placement of material will be evaluated under Subsections 106.02 and 106.04.

Section 308.— MINOR CRUSHED AGGREGATE

Description

308.01 Delete the text of this Subsection and substitute the following:

This work consists of placing crushed aggregate for bedding, backfill, and roadway aggregate courses.

F-22

WY PRA GRTE 112(1) Signal Mtn Marina Road

Section 605.— UNDERDRAINS, SHEET DRAINS, AND PAVEMENT EDGE DRAINS

Description

605.01 Add the following:

This work also consists of furnishing and installing underdrain systems using pipe, granular backfill, and geotextile

Section 607.— CLEANING, RECONDITIONING, AND

REPAIRING EXISTING DRAINAGE STRUCTURES

Description

607.04 Cleaning Culverts in Place. Add the following:

Provide clean inlet and outlet ditches and adequate drainage as directed by the CO.

Section 609.— CURB AND GUTTER

Materials

609.02 Add the following to the material list:

Tack Coat 412 Portland cement 701.01(a)

Provide an asphalt mixture with 50 kg of Portland cement added per ton of dry aggregate. Adjust the percent of asphalt binder in the material to provide a workable mixture.

Construction Requirements

609.08 Wheelstops. Amend as follows:

Delete the text of Subsection and substitute the following:

Adhere wheelstops with tack coat. Reset wheelstop in the same manner.

F-28

WY PRA GRTE 112(1) Signal Mtn Marina Road

Construction Requirements

622.02 Rental Equipment. Delete the text of the first paragraph and substitute the following:

Furnish and operate the following equipment:

Number of Units Type of Equipment

1 Dump truck, 10 cubic meter minimum capacity.

1 Backhoe loader, 60 liter minimum rated capacity.

1 Motor grader, 3.6 meter minimum blade.

2 Wheel loader, 4 cubic meter minimum rated capacity

1 Roller.

1 Bulldozer, universal blade, 150 kW minimum.

1 Hydraulic excavator, 1.1 cubic meters minimum capacity with thumb attachment.

Submit the model number and serial number for each piece of equipment before use. Make equipment available for inspection and approval before use.

Clean equipment according to Subsection 107.11.

A.2

STATE PROJECT

INDEX TO SHEETS

INDEX TO SHEETS

A. GENERAL INFORMATION

B. SUMMARIES

C. TYPICAL SECTION(S)

D. PLAN & PROFILE

E. ROAD APPROACHES AND TURNOUTS

PRA-GRTE 11(4)

PRA-GRTE 112(1)

F. EROSION CONTROL

G. MISCELLANEOUS DETAILS

H. TEMPORARY TRAFFIC CONTROL PLAN

I. PERMANENT TRAFFIC CONTROL PLAN

NPS Pkg. No. 58792 & 65275 Drwg. No. 136/10067

F.1

F.2

F.3

G.1-2

G.3

G.4-8

G.9

G.10-11

H.1

H.2

H.3

H.4

H.5

H.6

H.7

H.8

I.1

I.2

I.3-5

I.6

I.7

I.8

SHEET

NUMBER

WY

I P

P

W P

:d m s D

E C

7/2009 A. Ahola

C h e c k e d b y

7/2009

Eagle Design Team D e s ig n e d b y

Erosion Control Details, Teton Park Road

Erosion Control Details, Silt Fence

Inlet Protection & Energy Dissipator Details

Gate, Double, Tubular Steel Details

Roadway Obliteration Details

Guardrail Details

Drop Inlet & Valve Box Adjustment Details

Spread Creek Pit Plan

Tabulation of Temporary Traffic Control Quantities

Advance Signing

Temporary Traffic Control, Advance Signing

Temporary Traffic Control, Temporary Pavement Markings

Temporary Traffic Control, Delineation and Signing for Unmarked Pavements

Temporary Traffic Control, Single Lane Closure Layout

Temporary Traffic Control, Shoulder Closure Layout

Temporary Traffic Control, Sign Installation

Permanent Traffic Control Tabulation of Quantities

Pavement Marking Layout, Intersections

Pavement Marking Layout, Parking Areas

Snowpole Holder Details

Pavement Marking Details

Linear Pavement Markings

Revised by Amendment A002

Title Sheet

Index To Sheets

Plan Symbols & Abbreviations

Vicinity Map

Summary of Quantities

Tabulation of Pavement Quantities

Typical Sections, Teton Park Road

Typical Sections, Teton Park Road & Signal Mtn. Marina Road

Typical Section, Subexcavation Details, Teton Park Road

Tabulation of Quantities

Line Diagram, Teton Park Road

Line Diagram, Signal Mtn. Marina Road

Tabulation of Quantities

Road Approach Details, Teton Park Road

Turnout and Parking Details, Teton Park Road

Turnout and Parking Details, Signal Mtn. Marina Road

Curb and Sidewalk Details

Wheelchair Ramp Curb Cut Detail

Parallel Curb Ramp Detail

Paved Turnout & Shoulder Widening Details

Brinkerhoff Parking Area

A.1

A.2

A.3

A.4

B.1-3

C.1

C.2

C.3

C.4

D.1

D.2-11

D.12

E.1

E.2-3

E.4-8

E.9-11

E.12

E.13

E.14

E.15

E.16

PLAN SHEET SECTION -------->> Section C Section D Section E Section G Section H Section I

Typical Plan Road Miscella

Sections Approahes neous Temporary Permanent BID

ITEM DESCRIPTION UNIT Turnouts Traffic Traffic PLAN SCHEDULE

15101-0000 Mobilization LPSM ALL ALL

15201-0000 Construction survey and staking LPSM ALL ALL

15301-0010 Contractor quality control and assurance LPSM ALL ALL

15401-0000 Contractor testing LPSM ALL ALL

15501-0000 Construction schedule LPSM ALL ALL

15705-0100 Soil erosion control, silt fence m 434 434 500

15706-1000 Soil erosion control, inlet protection Each 5 5 5

20301-1100 Removal of gate Each 2 2 2

20301-3400 Removal of wheelstop Each 24 24 24

20302-0300 Removal of curb and gutter, concrete m 228 228 240

20302-0400 Removal of curb, asphalt m 437 437 450

20302-1200 Removal of guardrail m 370 370 370

20303-3200 Removal of sidewalk, concrete m2 50 50 55

20401-0000 Roadway excavation m3 109 109 120

20402-0000 Subexcavation m3 623 47 670 700

20701-1300 Earthwork geotextile, type IV-B m2 29 29 30

20703-0000 Geogrid m2 1749 1749 1,800

21101-1000 Roadway obliteration, method 1 m2 765 765 800

25101-3000 Placed riprap, class 3 m3 10 10 10

25125-0000 Boulder Each 3 3 3

30302-2000 Shoulder reconditioning m 10000 1000 1,000

30802-1000 Roadway aggregate, method 1 "Government

2 Furnished" t 2538 2538 2,600

31001-0000 Recycled aggregate base m2 14517 10750 25267 25,267 (CQ)

40101-1000 Superpave pavement, 19mm nominal maximum size aggregate, 0.3 to <3 million ESAL , type IV

2 pavement roughness t 15732 115 15847 16,500

40101-1000 Superpave pavement, 19mm nominal maximum size aggregate, 0.3 to <3 million ESAL , type V pavement roughness t 620 2745 3365 3,500

2 Revised by Amendment A2

ESTIMATED QUANTITIES

SUMMARY OF QUANTITIES

STATE PROJECT

PRA GRTE 11(4)

PRA GRTE 112(1)

B.1WY

[g r1 S u m m ar y_ A .x ls ]S h ee t -D ec -2

:3 P

M E ag le D es ig n T ea m

A

A h ol a

D es ig n ed b y:

C h ec ke d b y:

Sections Approahes neous Temporary Permanent BID

ITEM DESCRIPTION UNIT Turnouts Traffic Traffic PLAN SCHEDULE

40105-3000 Antistrip additive, type 3 t 164 27 191 200

41101-1000 Prime coat, grade CMS-2 t 16 16 16

41105-0000 Blotter t 314 314 314

41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h t 53 9 62 66

41410-1000 Crack, cleaning and sealing m 990 990 1,000

60406-0000 Inlet adjustment Each 2 2 2

60501-0000 Standard underdrain system m 28 28 28

60704-0000 Cleaning culvert in place Each 6 752 992 1000

60901-2100 Curb, asphalt, 100mm depth m 240 364 409 435

60902-1000 Curb and gutter, concrete, 300mm depth m 45 364 409 435

60910-0000 Reset curb m 9 9 10

60920-0000 Reset wheelstop Each 8 8 8

61108-1000 Adjust water valve Each 3 3 4

61501-0100 Sidewalk, concrete m2 155 155 160

61701-1850 Guardrail system G4, type 4, class A wood posts m 447 447 450

61702-0800 Terminal section type tangent Each 3 3 3

61707-1000 Structure transition railing, G4 system m 8 8 8

61902-0900 Gate, metal Each 2 2 2

2 62201-0250 Dump truck, 10 cubic meter minimum capacity Hour 286

62201-0400 Backhoe loader, 60 liter minimum rated capacity bucket, 300mm width Hour 80

2 62201-1000 Wheel loader, 4 cubic meter minimum rated capacity Hour 356

62201-1800 Bulldozer, universal blade, 150kW minimum Hour 40

62201-2050 Roller Hour 20

2 62201-2850 Motor grader, 3.6 meter minimum blade Hour 27

62201-3400 Hydraulic excavator, 1.1 cubic meter minimum capacity with thumb attachment Hour 40

62301-0000 General labor Hour 150

2 Revised by Amendment A2

ESTIMATED QUANTITIES

SUMMARY OF QUANTITIES

STATE PROJECT

PRA GRTE 11(4)

PRA GRTE 112(1)

B.2WY

C m yf ile s\ p w p ro d u ct io n \d m s0 g r1

S u m m ar y_ A .x ls ]S h ee t (2

-D ec -2

:3

E ag le D es ig n T ea m

A

A h ol a

D es ig n ed b y:

C h ec ke d b y:

Sections Approahes neous Temporary Permanent BID

ITEM DESCRIPTION UNIT Turnouts Traffic Traffic PLAN SCHEDULE

62406-0100 Placing conserved topsoil, 50mm depth ha .11 0.8 0.9 0.9

62510-2000 Seeding, hydraulic method ha .8 0.8 0.8

62515-2000 Mulching, hydraulic method ha .8 0.8 0.8

63316-1000 Remove and reset sign Each 1 1 1

63318-1000 Snowpole holder Each 545 545 600

63401-0300 Pavement markings, type B, solid yellow m 41778 41778 42,000

63401-0300 Pavement markings, type B, solid white m 29500 29500 30,000

63401-0400 Pavement markings, type B, broken yellow m 10184 10184 10,500

63405-0500 Pavement markings, type B, turn arrow Each 11 11 11

63405-0550 Pavement markings, type B, straight arrow Each 8 8 8

63405-0650 Pavement markings, type B, "ONLY" word message Each 2 2 2

63405-0850 Pavement markings, type B, accessibility symbol Each 4 4 4

63502-0900 Temporary traffic control, cone, type 700mm Each 577 577 600

63502-1300 Temporary traffic control, drum Each 100 100 100

63503-0700 Temporary traffic control, pavement markings m 28200 28200 28,500

63504-1000 Temporary traffic control, construction sign m2 93 93 100

63506-0600 Temporary traffic control, pilot car Hour 580 580 580

63507-0700 Temporary traffic control, traffic and safety supervisor Day 61 61 61

63509-1000 Temporary traffic control, flagger Fix hr rate 1550 1550 1,550

Entire Sheet Revised by Amendment A002

ESTIMATED QUANTITIES

SUMMARY OF QUANTITIES

STATE PROJECT

PRA GRTE 11(4)

PRA GRTE 112(1)

B.3WY

[g r1

S u m m ar y_ A .x ls ]S h ee t (3

-D ec -2

:3 P

M E ag le D es ig n T ea m

A

A h ol a

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEET

gkwock Rectangle gkwock Typewritten Text gkwock Typewritten Text

Revision due to table row shift only

ITEM NUMBER DESCRIPTION UNIT

TYPICAL SECTION

QUANTITIES

REMARKS

40101-1000 Superpave pavement, 19mm nominal maximum size aggregate, 0.3 to <3 million ESAL t 115 2.34 tons/m3

PAVEMENT STRUCTURE QUANTITIES

gr1104rf_A2.dgn 12/3/2009 5:06:48 PM

90603001530

SCALE IN METERS

SPREAD CREEK PIT

OPERATION PLAN

SHEET 1 OF 2

Due East

NPS Pkg. No. 58792 & 65275 Drwg. No. 136/10067

G.10

STATE PROJECT

SHEET

NUMBER

PRA-GRTE 11(4)

PRA-GRTE 112(1)

WY

CPCP

SPREAD1

CP

SPREAD1

CP

WELL