throA001.pdf

STANDARD FOR

CONTRACT MODIFICATION

STANDARD FORM 30 REFERENCE NO, OF DOCUMENT BEING CONTINUED PAGE OF PAGES

CONTINUATION SHEET

mcgehee Text Box

DTFH68-09-B-00017

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Typewritten Text

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PLAN SHEETS

Remove plan sheets B2, B9, T20 and replace with plan sheets B2, B9, T20, and T27A bearing the revision date April 20, 2009. Changes incorporate ARRA sign.

Add Option Y plan sheets.

TATCHISO

Typewritten Text

PROJECT ND THRO 10(3)

BEGINNING STATION Schedule A: 10+00 Option X: 293+00 Option Y: Various

ENDING STATION Schedule A: 293+00 Option X: 742+52 Option Y: Various

LOCATION Theodore Roosevelt National Park

COUNTY McKenzie County

STATE North Dakota

LENGTH Schedule A: 5.36 miles Option X: 8.51 miles Option Y: 0.50 miles

TYPE OF IMPROVEMENT Schedule A: Road rehabilitation (3R), minor grading, and drainage Option X: Pavement Preservation (chip seal)

Option Y: Road rehabilitation (3R), pulverization, resurfacing

Amendment A001 April 20, 2009

NOTICE TO BIDDERS

A-i

ELECTRONIC BIDS WILL NOT BE ACCEPTED. Submit a printed copy of your bid to the address listed on the SF-1442 (Page A-1, Block 8). Please submit the following with your bid:

• Pages A-1 and A-2 (SF-1442, Solicitation, Offer & Award)

• Pages A-6 through A-18 A-20

• Pages B-1 through B-10

• FAR Provision 52.209-5 Certification Regarding Responsibility Matters, starting on Page B-8

• HUBZone small business concerns electing to waive the evaluation preference, complete

52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns, starting on Page C-5

Bidders should retain all other pages for their information.

Bids should be submitted in a sealed enveloped and include the Contractor’s Name, Solicitation Number and the Project Number/Name.

The Contractor is fully responsible to verify that all data is correct when an offer is submitted.

Failure to properly update your data may cause the offer to be rejected.

I. PRE-BID INFORMATION

It is the responsibility of the bidder to verify that this solicitation document, including the plans, are complete as listed in the table of contents and the index to sheets. Plan sheets can be found at http://www.cflhd.gov/procurement/construction/advertised-projects.cfm and viewed or downloaded by individual sections, or entire plan set, as zip files. Physical data relevant to this solicitation may also be viewed or downloaded at the above site.

This solicitation and subsequent contract are governed by the Federal Acquisition Regulations (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 U.S. Customary Units (FP).

FP-03, Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, 2003, U.S. Customary Units, were utilized for the design of this project. Hard copies of the FP will not be provided to bidders. The FP is available electronically at http://www.cflhd.gov/design/, or may be purchased for $25.53 each by contacting Bob Rosenblatt at Mercury LDO, telephone number 303-210-8639 or email brosenblatt@mercury-ldo.com. Limited numbers of hard copies of the FP will be provided to the awarded Prime Contractor.

Applicable FAR provisions and clauses in this IFB are incorporated by reference or full text. FAR provisions and clauses incorporated by reference can be accessed on the Internet at www.arnet.gov/far/.

Notice of CCR Registration – you must register in the Central Contract Registration (CCR) prior to award of a contract resulting from this solicitation. Failure to register prior to contract award may require award to the next successful registered offeror. See FAR Subpart 4.1103(c). Register online at www.ccr.gov or call toll free: 888-227-2423.

A-4

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: Before preparing the bid, carefully read the Solicitation Provisions.

This Bid Proposal is comprised of one schedule and one option as follows:

Schedule A – rehabilitation, restoration, and resurfacing of approximately 5.36 miles of Route 10;

subexcavation, backfill and resurfacing several locations along Route 10; existing parking areas will be rehabilitated with new concrete curb and sidewalk; one new parking area will be constructed.

Option X – chip seal on 8.51 miles of roadway, including parking areas.

Option Y – rehabilitation, restoration, and resurfacing of approximately 0.50 miles of roadway

• Insert a numeric unit price for each pay item for which a quantity appears in Bid Schedule A, Option X, and Option Y.

• Multiply the unit price by the quantity for each pay item and show the amount bid.

• When the words “Lump Sum” appear as a unit price, insert an amount for each lump sum pay item.

• Total all amounts bid for each pay item and show the Total on line provided on Page A-12 for Schedule A, Page A-14 for Option X, and Page A-16 for Option Y.

• Complete the Summary Sheet on Page A-15 A-17.

Pay Item 15401-0000 Contractor testing - Bidders must provide prices on two, alternative Contractor Testing pay items in two different places in the bid.

On page A-6 for Schedule A, A-13 for Option X, and A-15 for Option Y bidders must provide a price for Contractor Testing using a Contractor-furnished field laboratory. As part of Schedule A, Option X, and Option Y the price for this alternative item will be included in the Total lines on pages A-12, A-14, and A-16 and the Bid Summary Sheet on page A-15 A-17. These totals for will be used in the evaluation for award.

Bidders must also provide a stand alone price on the bottom of pages A-12, A-14, and A-16 for the alternative item, Contractor Testing using a Government-furnished field laboratory. This price will not be factored into the evaluation for award.

The Government retains the discretion to award a contract which includes either of the alternative Contractor Testing items at the respective bid price.

A-5

Evaluation Factors for Award

To be eligible for award of contract, the offeror shall submit prices for each bid item in Schedule A and Option X necessary to complete all contract work.

Evaluation for award of a contract will consist of Schedule A and Option X Schedule A, Option X, and Option Y. If funds are not available to award Schedule A and Option X Schedule A, Option X, and Option Y, then Schedule A will be evaluated. Accordingly, contract award will be made to the lowest responsible bidder conforming to the solicitation, provided funds are available.

The option will be evaluated only if it is in the Government’s best interests (FAR Provision 52.217- 4, Evaluation of Options Exercised at Time of Contract Award, JUN 1988). The Government has the right to exercise the option, depending on available funds, no later than 60 days after contract award (FAR Clause 52.217-7, Option for Increased Quantity – Separately Priced Line Item, March 1989).

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 11

63302-0000 SIGN SYSTEM

SQFT $_______________ $___________________

63309-0100 DELINEATOR, TYPE 1

EACH $_______________ $___________________

63404-0200 PAVEMENT MARKINGS, TYPE B

GAL $_______________ $___________________

63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

ALL Lump Sum $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

EACH $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,000

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

15.0

MILE $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

6,000

HOUR $_______________ $___________________

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,500

HOUR $_______________ $___________________

Project: PRA THRO 10(3)

NORTH UNIT - SCENIC DRIVE

Bid Schedule A

Project: ND PRA THRO 10(3)

NORTH UNIT SCENIC DRIVE OPTION Y

A- 15

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15210-3000 CENTERLINE, VERIFICATION AND STAKING

27.00

STA $_______________ $___________________

15214-3000 SURVEY AND STAKING, PARKING AREA

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

20302-0500 REMOVAL OF CURB, CONCRETE

LNFT $_______________ $___________________

30306-2000 PULVERIZING, 4-INCH DEPTH

9,600

SQYD $_______________ $___________________

40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

1,400

TON $_______________ $___________________

40105-3000 ANTISTRIP ADDITIVE, TYPE 3

TON $_______________ $___________________

40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR

SS-1H

TON $_______________ $___________________

41101-0000 PRIME COAT

TON $_______________ $___________________

Project: ND PRA THRO 10(3)

NORTH UNIT SCENIC DRIVE OPTION Y

Bid Schedule Y

Contractor Furnished Field Laboratory

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 16

41105-0000 BLOTTER

TON $_______________ $___________________

62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

LNFT $_______________ $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

EACH $_______________ $___________________

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

HOUR $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: ND PRA THRO 10(3)

NORTH UNIT SCENIC DRIVE OPTION Y

Bid Schedule Y

OPTION Y ALTERNATIVE BID

ITEM 15401-0000, CONTRACTOR TESTING,

USING GOVERNMENT FURNISHED FIELD

LABORATORY $_________________

A-17

BID SUMMARY

for

ND PRA THRO 10(3)

North Unit Scenic Drive

Schedule A $______________

Option X $______________

Option Y $______________

A-18

PARTNERING

A Partnership recognizes the Government and the Contractor are both responsible and can affect the successful completion of this project. Partnering is a vehicle to ensure the partnership has structure and quality. It recognizes the strengths of each party and uses those strengths to identify and achieve shared goals. One of the primary objectives of Partnering is to facilitate the resolution of disputes in a timely, professional, and non-adversarial manner with the outcome focused on achieving those shared goals.

CFLHD supports the concepts and tenets of Partnering and as such is encouraging the Contractors and it’s subcontractors to establish a Partnering relationship on this project.

A formal Partnering meeting can help facilitate this relationship by helping do document the parties’ common purpose and goals, and ensuring alignment. The goals are mutually agreed upon and address effective and efficient performance within the scope of the contract.

Participation in a formal Partnering meeting is voluntary. Costs of implementing and maintaining the partnership would be agreed to by both parties as described in Subsection 103.05 Partnering of the FP. Costs of partnering would be in addition to the contract award amount.

Please indicate your desire to participate in a formal partnering meeting on this project.

(___) We would like to participate in a formal partnering meeting.

(___) We do not want to participate in a formal partnering meeting.

A-19

BUY AMERICAN ACT- CONSTRUCTION MATERIALS

UNDER TRADE AGREEMENTS

It is understood and agreed that the materials and components listed in Subpart 25.1 of the FAR are a part of this contract and are deemed to be Domestic Construction Material for the purposes of this contract.

NOTE TO CONTRACTOR:

The following information and any applicable supporting data is required for evaluation of requests under FAR Clause 52.225-23 Paragraph (c) & (d) and FAR Provision 52.225-24 Paragraph (b).

Material and/or Component

Construction Material Description

Unit of Measure

Quantity

*Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

Material and/or Component

Construction Material Description

Unit of Measure

Quantity

*Cost Delivered to Job Site

Foreign Construction Material

Comparable Domestic Material

[* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).] [Please include name, address, telephone number and contact for suppliers surveyed. Attach copy of response; if oral, attach summary. Include all applicable supporting information.]

A-20

HAZARDOUS MATERIALS

As required by FAR Clause 52.223-3, Hazardous Materials Identification and Safety Data - Alternate I, the apparent low bidder must submit prior to award a Material Safety Data Sheet (MSDS) for all hazardous materials that the bidder identifies in paragraph (b) of the FAR clause and defined under the latest version of Federal Standard No. 313.

Hazardous Material

Identification Number

USE OF RECOVERED MATERIALS ON FEDERAL LANDS HIGHWAY PROJECTS

Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act (RCRA) of 1976, as amended (42 U.S.C. 6901 et seq.), requires Federal, State, and local procuring agencies using appropriated Federal funds to purchase items composed of the highest percentage of recovered materials practical. Use of recovered materials is strongly encouraged on Federal Lands Highway Projects. Highway construction items covered by the Environmental Protection Agency’s Comprehensive Guidelines for Procurement of Products Containing Recovered Materials include fly ash, ground granulated blast furnace slag, traffic barricades, traffic cones, hydraulic mulch and compost for mulch.

Use of fly ash and ground granulated blast furnace slag and construction materials containing fly ash and ground granulated blast furnace slag on Federal Lands Highway Projects:

• It is the policy of the United States Government that fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag shall have maximum practicable opportunity for incorporation into its construction projects.

• The Contractor agrees to investigate the use of fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag to the fullest extent consistent with the efficient performance of this contract. Both the contractor and the subcontractors are urged to seek out suppliers of fly ash and ground granulated blast furnace slag, cement and concrete containing fly ash and ground granulated blast furnace slag and to solicit bids for these materials.

• Names of firms that supply fly ash and ground granulated blast furnace slag and materials containing fly ash and ground granulated blast furnace slag are available from the American Coal Ash Association and the National Slag Association.

E-19 ND PRA THRO 10(3)

NORTH UNIT SCENIC DRIVE

PMIS NUMBER 63939

oil fires.

Conform to the following requirements:

(a) Do not camp within the Park.

(b) Locate office, lab or other trailers only within the designated staging areas.

(c) Do not feed or disturb wildlife.

(d) Do not park or turn around on vegetation. Stay on bare gravel or pavement.

Section 108. - PROSECUTION AND PROGRESS

108.01 Commencement, Prosecution, and Completion of Work: Add the following:

Limit operations as follows:

• Weekend work is not permitted. Perform no work from 5:00 p.m. Friday to 6:00 a.m.

Monday.

• Access and material transport will be on Route 10 from Highway 85 on the east side of the park.

Perform no work except to maintain traffic control devices, erosion control devices, the roadway driving surface, and to control dust during the listed Federal holidays and surrounding days:

● Memorial Day Weekend: 12:00 Noon Friday to 6:00 am Tuesday.

● Independence Day: 12:00 Noon July 3 to 6:00 am July 5.

If July 4 falls on a weekend, Friday, or Monday, do not work the weekend.

● Labor Day Weekend: 12:00 Noon Friday to 6:00 am Tuesday.

● Thanksgiving: 12:00 Noon Wednesday to 6:00 am Monday.

● Christmas/New Years Holiday: 12:00 Noon December 23 to 6:00 am January 2.

If December 23 or January 1 falls on a Monday, do not work the adjacent weekend and do not work on December 23. If January 1 falls on a Friday, do not work the weekend.

Add the following for Option X:

Do not begin Option X operations until the following conditions have been met:

• The National Park Service has completed crack seal operations within the limits of the Option X package.

• All subexcavation work, within the limits of the Option X package, has been completed. Coordinate with the CO for final locations of subexcavation.

• Current paving operations, between approximately Mile Point 7 and Mile Point 8, have been completed. The current contractor will be completing paving operations in three spot locations within the limits of Option X.

E-20 ND PRA THRO 10(3)

NORTH UNIT SCENIC DRIVE

PMIS NUMBER 63939

The current contractor will place approximately 750 Tons of asphalt beginning May 4, 2009. The anticipated completion of the paving operations is May 22, 2009. The completion date of the paving operations may be extended based on weather related delays.

Add the following:

A Notice to Proceed must be issued before commencement of any work.

The project completion date, including any exercised Options, is October 16, 2009.

Section 109. - MEASUREMENT AND PAYMENT

109.02 Measurement Terms and Definitions.

(m) Square yard. Delete the text and substitute the following:

(m) Square yard. 9 square feet. Measure on a plane parallel to the surface being measured. No deductions from the area computation will be made for individual fixtures having an area of 9 square feet or less. Do not measure overlaps.

109.08 Progress Payments.

(b) Closing date and invoice submittal date. Delete the last sentence and substitute the following:

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 will not be accepted for payment processing that month. Include late, unprocessed invoice submittals in the following month's invoice.

The closing date for progress payments on contracts where funding is associated with the American Recovery and Reinvestment Act (ARRA) will be the 8th day of each month.

Include work performed after the closing date in the following month’s invoice.

(c) Invoice Requirements. Add the following:

(9) As required by the American Recovery and Reinvestment Act of 2009 (ARRA), provide data and information related to labor utilization for the prime contractor as well as any and all lower tier subcontracts used in connection with the work. Use form ARRA 109-1 FHWA-1589 (Rev. 3-25) to report this information. This form can be found at our webpage at:

http://www.cflhd.gov/procurement/construction/reference-links.cfm

Initial information is to be provided within 15 days of contract award. Follow-up and recurring reports will be due with each monthly invoice. The monthly progress payment will not be made until the required ARRA information and data has been received and is current.

SHEET TOTAL

B5 B6 B7 B8 B9 NO. SHEETS

PRA THRO 10(3)

SCENIC DRIVE

62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 80 80

62511-2000 SEEDING, HYDRAULIC METHOD SQYD 15357 15357 16,200

62516-2000 MULCHING, HYDRAULIC METHOD SQYD 15357 15357 16,200

63302-0000 SIGN SYSTEM SQFT 99 99 99

63309-0100 DELINEATOR, TYPE 1 EACH 6 6 6

63404-0200 PAVEMENT MARKINGS, TYPE B GAL 354 354 380

63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR LPSM ALL ALL

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 6 6

63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 250 250 250

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 50 50 50

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 1000 1000 1000

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 453 453 453

63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 15 15 15

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 6000 6000 6000

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1500 1500 1500

64620-0600 REMOVE AND RESET TRASH RECEPTACLE EACH 5 5 5

REG STATE

The following quantities are approximate unless noted as a contract quantity. Payment will be made for the actual quantities of work performed and accepted or for materials furnished according to the contract.

SUMMARY OF QUANTITIES

PROJECT

REMARKS AND/OR DETERMINATION OF ESTIMATED

QUANTITY

MWR ND B2 B9

N

N D

\t h ro

(3

R o ad w ay

\s h ee ts \B

-S u m m

S U

M T H

R O

(3 xl s] T T C

TABULATION

OF

QUANTITIES

TABULATION

OF

QUANTITIES

TABULATION

OF

QUANTITIES

TABULATION

OF

QUANTITIES

ITEM NO. ITEM DESCRIPTION UNIT TABULATION

OF

QUANTITIES

ESTIMATED

QUANTITIES

PLAN BID

Amendment A001 April 20, 2009

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Highlight

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Highlight

NO. SHEETS

Area Total Area

SQFT SQFT

Station 15+00 Rt 66 x 18 8.25 1 8.25

Station 15+00 Rt 66 x 48 22 1 22.0

Station 15+00 Rt 18 x 18 2.25 1 2.25

500' North of Project on Highway 85 W20-1 36 x 36 9.0 1 9.0

500' North of Project on Highway 85 W16-8 24 x 36 6.0 1 6.0 500' North of Project on Highway 85 G20-2 36 x 18 4.5 1 4.5 500' South of Project on Highway 85 W20-1 36 x 36 9.0 1 9.0 500' South of Project on Highway 85 W16-8 24 x 36 6.0 1 6.0 500' South of Project on Highway 85 G20-2 36 x 18 4.5 1 4.5

See Standard 635-1 G20-1 36 x 18 4.5 2 9.0 See Standard 635-1 W20-1 36 x 36 9.0 1 9.0 See Standard 635-5 W3-4 36 x 36 9.0 4 36.0 See Standard 635-5 W20-7a 36 x 36 9.0 4 36.0

See Standards 635-5 & 635-8 W16-2 24 x 18 3.0 4 12.0 See Standard 635-6 W20-4 36 x 36 9.0 2 18.0 See Standard 635-8 R1-1 30 x 30 6.3 2 12.5 See Standard 635-8 Special Sign 24 x 18 3.0 2 6.0 See Standard 635-8 W1-4 36 x 36 9.0 2 18.0 See Standard 635-8 W3-1 36 x 36 9.0 2 18.0 See Standard 635-10 W21-5 36 x 36 9.0 2 18.0 See Standard 635-10 W21-1a 36 x 36 9.0 2 18.0

Use with pilot car G20-4 36 x 18 4.5 2 9 Use as appropriate W8-11 36 x 36 9 4 36 Use as appropriate W8-12 36 x 36 9 12 108 Use as appropriate W8-3 36 x 36 9 2 18

Item Description Item Number Unit Total

Temporary Traffic Control, Traffic and Safety Supervisor 63501-1000 LPSM All

Temporary Traffic Control, Barricade Type 3 63502-0600 EACH 6 Temporary Traffic Control, Cone 63502-0700 EACH 250 Temporary Traffic Control, Drum 63502-1300 EACH 50

Temporary Traffic Control, Concrete Barrier 63503-0400 LNFT 1000 Temporary Traffic Control, Construction Sign 63504-1000 SQFT 453

Temporary Traffic Control, Pavement Markings 63505-1000 MILE 15 Temporary Traffic Control, Flagger 63506-0500 HOUR 6000 Temporary Traffic Control, Pilot Car 63506-0600 HOUR 1500

Putting America To Work

Project Funded By ARRA

Funding Source Plaque

PROJECT

PRA THRO 10(3)

SCENIC DRIVE

REG STATE

MWR ND

N

N D

\t h ro

(3

R o ad w ay

\s h ee ts \B

-S u m m

S U

M T H

R O

(3 xl s] T T C

B9 B9

MISCELLANEOUS SUMMARIES

End Road Work Road Work Ahead

Scenic Drive End Road Work

Road Work Next xx Miles

Quantity

CONSTRUCTION SIGN SUMMARY

Road Work Ahead

Scenic Drive

Sign Location

MUTCD

Reference Sign Message

Panel Size (inches)

Road Work xx FT Be Prepared to Stop

Flagger Symbol xx Feet

One Lane Road Ahead

Shoulder Work Worker Symbol

Lane Shift Symbol

Stop Proceed When Clear

Stop Ahead Symbol

TOTAL

TEMPORARY TRAFFIC CONTROL SUMMARY

Pilot Car Follow Me Uneven Lanes

No Center Stripe Pavement Ends

Amendment A001 April 20, 2009

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SCALE IN FEET

0 100 200

SCALE IN FEET

0 100 200 SIGNING AND STRIPING

10+00 - 77+55

MILE

SPEED

LIMIT

SPEED

LIMIT

BE

PREPARED

TO STOP

STOP

STOP

SPEED

LIMIT

T20 T36

RESERVED

PARKINGTO WORK

PUTTING AMERICA

PROJECT FUNDED BY THE

American Recovery

& Reinvestment Act

1010+00

80+00

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

ND

PRA THRO 10(3)

SCENIC DRIVE

MWR

NPS PMIS NO. 63939 DRAWING NO. 387/41913

TO WORK

PUTTING AMERICA

PROJECT FUNDED BY THE

American Recovery

& Reinvestment Act

PROJECT FUNDED BY THE

American Recovery

& Reinvestment Act

TO WORK

PUTTING AMERICA

ARRA

SIGN ASSEMBLY

635-A

T27A T36

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

ND

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SPECIAL

U.S. CUSTOMARY SPECIAL

PRA THRO 10(3)

SCENIC DRIVE

MWR

NPS PMIS NO. 63939 DRAWING NO. 387/41913

PLANS FOR PROPOSED

PROJECT MANAGER LEAD DESIGNER

APPROVED:

DATE:

U.S. DEPARTMENT OF INTERIOR

NATIONAL PARK SERVICE

RECOMMENDED:

DATE:

NATIONAL

PARK

SERVICE

Department of the Interior

THEODORE ROOSEVELT NATIONAL PARK

McKENZIE COUNTY

LENGTH 0.50 miles

ND PRA THRO 10(3)

Dickinson

BISMARCK

Jamestown

Fargo

Grand Forks

Minot Williston

SOUTH DAKOTA

M O

N T

A N

A

SASKATCHEWAN MANITOBA

M

IN

N E

S O

T A

M issouri

River

KEY MAP OF NORTH DAKOTA

INTERSTATE

INTERSTATE

INTERSTATE

M. MENG

INDEX TO SHEETS

DESCRIPTIONSHEET

CONVENTIONAL PLAN SYMBOLS & ABBREVIATIONS

TITLE SHEET

INDEX TO SHEETS

DESCRIPTIONSHEET

TYPICAL SECTIONS

A1

SUMMARY OF QUANTITIES

DIVISION ENGINEER, CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DATE:

SUPERINTENDENT, THEODORE ROOSEVELT NATIONAL PARK

REGIONAL DIRECTOR, MIDWEST REGION, NATIONAL PARK SERVICE

A. GALARDI

A1 A4

A2-A3

B1-B3

PROJECT LOCATION

ND PRA THRO 10(3)

THEODORE ROOSEVELT

NATIONAL PARK NORTH UNIT

SPECIFICATIONS:

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03,

U.S. CUSTOMARY UNITS"

SLOPES ARE EXPRESSED AS RISE:RUN

CALL BEFORE YOU DIG:

North Dakota One Call

1-800-795-0555

DESIGN DESIGNATIONS:

ADT (2010) -----------

ADT (2030) -----------

D --------------------

V --------------------e(max) ---------------

50%

30 mph

6%

TYPE OF CONSTRUCTION:

Road rehabilitation (3R), pulverization, resurfacing

A4

C1 OPTION Y PLAN SHEET

T1 635 TEMPORARY TRAFFIC CONTROL

N

6% d 4 1’ 3

0" W

ROUTE 404

VISITOR CENTER

BEGIN PROJECT THRO 10(3)

OPTION Y

STATION 1000+00

TO WATFORD CITY

15 MILES

TO OXBOW

OVERLOOK

ROUTE 406

ROUTE 925

ROUTE 940

ROUTE 942

SCALE IN FEET

0 250 500

NORTH UNIT SCENIC DRIVE

OPTION Y

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

NDMWR

NPS PMIS NO. 63939 DRAWING NO. 387/41913

PRA THRO 10(3)

OPTION Y

Sheet 1 of 2

CONVENTIONAL PLAN

SYMBOLS AND ABBREVIATIONS

U.S. CUSTOMARY

A2 A4

D

UDUDXXXXXXXXXXXXXXX

DI

XXXXXXUDXXXXXXXXXXXX

SPRING

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

ND

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

MWR

PRA THRO 10(3)

OPTION Y

CONVENTIONAL PLAN

SYMBOLS AND ABBREVIATIONS

U.S. CUSTOMARY

Sheet 2 of 2

A3 A4

36 31

36 31

6 1

1/16

IRRIRR

1+56

TVTVFOFOGGOOPPSSSSTTWWTVTVFOFOPPTTGGOOPPSSSSTTWWPPTTP/LP/LP/LP/EP/EP/EP/E

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

ND

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

MWR

NPS PMIS NO. 63939 DRAWING NO. 387/41913

PRA THRO 10(3)

OPTION Y

TYPICAL SECTIONS

1.

Varies

Varies

TYPICAL SHOULDER TREATMENT

2.

9’ Lane

Construct a 1:1 pavement edge

CL

A4 A4

Prime Coat

Fog Seal

2’

LC

3’

Limits of Construction

Edge of Pavement

2% 2%

Prime CoatFog Seal

2’2’

LC

Windrow Material

3’

Limits of Construction

(Typ. Both sides of Roadway)

4" depth, pulverize existing pavement and base

Windrowing and replacement of existing shoulder material is not measured for payment, it is considered incidental to pay item 30306-2000, pulverizing, 4-inch depth.

2.5-inch superpave asphalt concrete pavement

Pulverize existing pavement and base, 4-inch depth

2.5" superpave asphalt concrete pavement

2.5-inch superpave asphalt concrete pavement

Pulverize existing pavement and base, 4-inch depth

Match existing

The Contractor is required to locate all existing utilities prior to beginning work.

SHEET 1 OF 3

NOTES:

Existing, base & subbase (depth varies)

NO SCALE

TYPICAL SECTION

ROUTE 404 STA. 1000+00 TO 1014+72

ROUTE 406 STA. 2000+00 TO 2008+19

1’

Shldr.

1’

Shldr.

Shoulder up with existing material

Shoulder up with existing material

Windrow existing shoulder material prior to pulverizing. After placement of asphalt, shoulder-up foreslopes with existing windrowed material.

Shape and compact as necessary for drainage and appearance.

1’

Shldr

Match Existing

2’

Windrow Material

3’

Limits of Construction

(Typ. Both sides of Roadway)

Shoulder up with existing material

Prime CoatFog Seal

2’

LC

Windrow Material

3’

Limits of Construction

(Typ. Both sides of Roadway)

2.5-inch superpave asphalt concrete pavement

Pulverize existing pavement and base, 4-inch depth

Match

Existing

Match

Existing

Shoulder up with existing material

Taper pulverized material to match grade at existing concrete pads

TYPICAL SECTION

ROUTE 925 AND

ROUTE 940

3.

Match existing dimensions of all routes within the Option Y package.

Route Station to Station Length (ft) Length (mi)

0.28

TOTAL

PROJECT LENGTH TABLE

0.50

404 1000+00 TO 1014+72 1472

0.16406 2000+00 TO 2008+19 819

925 3000+00 TO 3003+33 333 0.06

Varies: Match Existing Width

TYPICAL SECTION

ROUTE 942

or Typical Parking Area

Varies: Match Existing Width

10.5’ Lane - Route 404

9’ Lane - Route 406

10.5’ Lane - Route 404

9’ Lane - Route 406

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

ND

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

MWR

NPS PMIS NO. 63939 DRAWING NO. 387/41913

PRA THRO 10(3)

OPTION Y

B4 B5 NO. SHEETS

PRA THRO 10(3)

OPTION Y

15101-0000 MOBILIZATION LPSM ALL ALL

15210-3000 CENTERLINE, VERIFICATION AND STAKING STA 27 27

15214-3000 SURVEY AND STAKING, PARKING AREA LPSM ALL ALL

15401-0000 CONTRACTOR TESTING LPSM ALL ALL

20302-0500 REMOVAL OF CURB, CONCRETE LNFT 135 135 150

30306-2000 PULVERIZING, 4-INCH DEPTH SQYD 9137 9137 9,600

40101-5600

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE,

0.3 TO <3 MILLION ESAL TON

1244 1244 1,400

40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 12 12 15

40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H TON 4 4 5

41101-0000 PRIME COAT TON 13 13 15

41105-0000 BLOTTER TON 67 67 75

62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20 20

62301-0000 GENERAL LABOR HOUR 20 20

63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 150 150 160

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 2 2 2

63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 50 50 50

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 250 250 250

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 69 69 69

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 80 80 80

ESTIMATED

QUANTITIES

PLAN BIDSURFACING SUMMARY TABULATION OF QUANTITIES

The following quantities are approximate unless noted as a contract quantity. Payment will be made for the actual quantities of work performed and accepted or for materials furnished according to the contract.

ITEM NO. ITEM DESCRIPTION UNIT

SUMMARY OF QUANTITIES

PROJECT

REMARKS AND/OR DETERMINATION OF ESTIMATED

QUANTITY

MWR ND B1 B3

REG STATE

From To

1000+00 1014+72 23 1472 33856 3762 0.21 3762 512 33 5 1.56 5.2 28 2000+00 2008+19 20 819 16380 1820 0.21 1820 248 16 2 0.76 2.5 13

16900 1878 0.21 1878 256 17 3 0.78 2.6 14 12500 1389 0.21 1389 189 12 2 0.58 1.9 10 2600 289 0.21 289 39 3 0.4 0.12 0.4 2

9137 1244 81 12 4 13 67

Values used for estimating:

FDR Material (Pulverized) = 135lb/cuft Prime Coat,Tack Coat, and Fog Seal = 240.7 gal/Ton Superpave Pavement = 145.2 lb/cuft

Asphalt Binder = PG 58-34 at 6.5% by weight Prime Coat = 0.33gal/syd Antistrip additive = Type III (Hydrated Lime) at 1% of Asphalt by weight Blotter = 14.75 lb/syd Tack Coat = 0.10 gal/syd Fog Seal = 0.10 gal/syd

LENGTH

Parking Stalls

PAVEMENT

MKGS SOLID

FT FT LNFT

4 4 4

75.0 75.0

75.0 150.0

150.0

ROUTE 942

COMMENTS

UNITS

STRIPE WIDTH

(INCHES)

B3

SURFACING SUMMARIES

Station

Width (ft)

Length (ft)

Paved Area (sqft)

Paved Area (Sqyd)

APPLY TWO COATS

SURFACING QUANTITIES

N

N

D \t h ro

(3

R o ad w ay

\O p ti o n Y

S U

M T H

R O

(3

)O

PT

Y .x ls ]S u rf ac in g STATION TO

STATION

MATCH EXISTING EDGE OF PAVEMENT

40920-1000 Fog Seal, Emulsified Asphalt Grade

CSS-1,CSS-

1H,SS-1 or SS-

1H (Ton)

ROUTE 404

Comments

41101- Prime Coat (Ton)

5 PARKING SPACES

B2

Totals

Asphalt Binder PG 58- 34 Ton (Info only)

Asphalt Depth

(ft)

30306-2000 Pulverizing, 4-inch depth

(Sqyd)

40101-5600 Superpave Pavement, 1/2 or 3/4 inch nominal maximum size aggregate, <0.3 million Esal (Ton)

40105-3000 Antistrip Additive, Type 3 (Ton)

PROJECT

PRA THRO 10(3)

OPTION Y

REG STATE

MWR ND

41105-

Blotter (Ton)

ROUTE 925

ROUTE 940

ROUTE 942

ROUTE 406

MATCH EXISTING EDGE OF PAVEMENT

MATCH EXISTING EDGE OF PAVEMENT

20302-0500 REMOVAL OF CURB, CONCRETE (Lnft)

63401-0300 Pavement Markings, Type B, Solid (Lnft)

PERMANENT PAVEMENT MARKING SUMMARY

LOCATION LENGTH

ROUTE 925 CENTER ISLAND 100

ROUTE 925 DRIVEWAY 35

TOTAL 135

Area Total Area

SQFT SQFT

See Standard 635-6 W20-1 36 x 36 9.0 1 9.0 See Standard 635-6 W3-4 36 x 36 9.0 2 18.0 See Standard 635-6 W20-7a 36 x 36 9.0 2 18.0 See Standard 635-6 W16-2 24 x 18 3.0 2 6.0 See Standard 635-6 W20-4 36 x 36 9.0 2 18.0

Item Description Item Number Unit Total

Temporary Traffic Control, Barricade Type 3 63502-0600 EACH 2 Temporary Traffic Control, Cone 63502-0700 EACH 50

Temporary Traffic Control, Plastic Fence 63503-1000 LNFT 250 Temporary Traffic Control, Construction Sign 63504-1000 SQFT 69

Temporary Traffic Control, Flagger 63506-0500 HOUR 80

PROJECT

PRA THRO 10(3)

OPTION Y

REG STATE

MWR ND

N

N D

\t h ro

(3

R o ad w ay

\O p ti o n Y

S U

M T H

R O

(3

)O

PT

Y .x ls ]T

T C

B3 B3

MISCELLANEOUS SUMMARIES

Quantity

CONSTRUCTION SIGN SUMMARY

Sign Location

MUTCD

Reference Sign Message

Panel Size (inches)

Road Work Ahead Be Prepared to Stop

Flagger Symbol xx Feet

One Lane Road Ahead

TOTAL

TEMPORARY TRAFFIC CONTROL SUMMARY

C1

SCALE IN FEET

0 100 200

C1

PI 3000+54.48

Curve = RTE925-1

D = 15%%d 18’ 38" (RT)

R = 100.00’

T = 13.44’

L = 26.72’

R = 150.00’

Curve = RTE925-2

PI 3003+61.77

D = 16%%d 34’ 01" (RT)

T = 21.84’

L = 43.37’

T = 65.16’

Curve = RTE406-4

PI 2007+37.81

D = 22%%d 40’ 26" (RT)

R = 325.00’

L = 128.61’

L = 70.84’

Curve = RTE406-3

PI 2004+11.63

D = 20%%d 17’ 36" (RT)

R = 200.00’

T = 35.79’

R = 535.00’

Curve = RTE406-2

PI 2002+29.23

D = 16%%d 19’ 08" (LT)

T = 76.71’

L = 152.38’

= 48%%d 02’ 12" (RT)

Curve = RTE406-1

PI 2000+30.23

D

R = 45.00’

T = 20.05’

L = 37.73’

Curve = RTE404-1

PI 1000+58.56

D = 12%%d 25’ 21" (LT)

R = 350.00’

T = 38.09’

L = 75.88’

Curve = RTE404-2

PI 1001+84.22

D = 42%%d 38’ 39" (RT)

R = 135.00’

T = 52.69’

L = 100.48’

Curve = RTE404-3

PI 1003+52.49

D = 1%%d 15’ 50" (RT)

R = 1,000.00’

T = 11.03’

L = 22.06’

PI 1007+56.86

D

R = 235.00’

T = 95.35’

L = 181.16’

Curve = RTE404-5

PI 1009+14.79

D = 23%%d 10’ 09" (LT)

R = 350.00’

T = 71.75’

L = 141.53’

Curve = RTE404-6

PI 1012+08.24

D = 27%%d 46’ 20" (LT)

R = 565.00’

T = 139.68’

L = 273.87’

Curve = RTE404-7

PI 1013+92.20

D = 6%%d 01’ 32" (LT)

R = 565.00’

T = 29.74’

L = 59.42’

= 44%%d 10’ 06" (LT)

Curve = RTE404-4

STATION 1000+00

BEGIN PROJECT

PRA THRO 10(3)

OPTION Y

OPTION Y

PLAN SHEET

S 67% d 22’ 26" W

PT 13+80.54

PC 14+60.33

P C

C

.3

P R

C

.6

P C

C

.8

PRC 41+55.93

40+

S d

’ 0 7"

W

S 8% d

’ 4

6" W

S d

W

S d

W

S 8% d

’ 0

9" W

S 14%%d 53’ 00" E

S 42%%d 39’ 20" E S 48%%d 40’ 52" E

N 23%%d 00’ 34" W

N 39%%d 19’ 41" W

N 19%%d 02’ 06" W

N 3 d

’ 2

0" E

N 86%%d 41’ 3 0" W

N 70%%d 07’ 29" W

POT 1000+00.00

PC 1000+20.47

PT 1000+96.35

PC 1001+31.53 PT 1002+32.00

PC 1003+41.46

PT 1003+63.52

PC 1006+61.51

PC 1008+43.05

P T

9+

.5

P C

0+

.5

P T

.4

P

C

.4

P T

.8

P O

T

.9

P O

T 2000+

00.00

P C

0+

.1

P T

.9

P C

.5

P T

.9

P C

.8

P T

.6

P C

.6

PT 2

008+01.2

PO

T 2008+19.20

PT 1008+42.66

PC

0+

.0

PT

0+

.7

PC

3+

.9

P T

.3

P O

T

.4

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

NDMWR

NPS PMIS NO. 63939 DRAWING NO. 387/41913

PRA THRO 10(3)

OPTION Y

635-6

TEMPORARY TRAFFIC CONTROL

SINGLE LANE CLOSURE LAYOUT

(WITH FLAGGERS)

6/2005

T1 T1

ROAD

WORK

AHEAD AHEAD

ONE LANE

ROAD

MPH

XX

FEET

xxx

ROAD WORK

END

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

ND

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY OFFICE

STANDARD APPROVED FOR USE XX/XX

REVISED:

STANDARD

U.S. CUSTOMARY STANDARD

MWR

NPS PMIS NO. 63939 DRAWING NO. 387/41913

PRA THRO 10(3)

OPTION Y

Untitled

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: TIFFANY ATCHISON

1:

Remove the summary page and replace with revised summary page, dated April 20, 2009. Adds Option Y information.

Remove page A-i and replace with revised page A-i, dated April 20, 2009. Revises page numbers.

Remove pages A-4 and A-5 and replace with revised pages A-4 and A-5, dated April 20, 2009. Adds Option Y information.

Remove page A-11 and replace with revised page A-11, dated April 20, 2009. Incorporates ARRA sign into bid item 63504-1000.

Remove pages A-15 through A-18 and replace with revised pages A-15 through A-20, dated April 20, 2009. Incorporates the bid schedule for Option Y.

Remove pages E-19 and E-20 and replace with revised pages E-19 and E-20, dated April 20, 2009. Amends Subsections 108.01 and 109.08

Continued on next page

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)