AMD A001_grangemont.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)

A001 March, 23, 2010 N/A ID PFH CDP 65(2)

GRANGEMONT 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-00016

9B. DATED (SEE ITEM 11)

3/3/2010

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.)

ID PFH CDP 65(2), GRANGEMONT ROAD

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. A001, dated 3/23/10 ID PFH CDP 65(2) Solicitation No. DTFH70-09-B-00016 Grangemont Road

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page E.32, Subsection 154.04A Laboratory Trailer and Test Equipment, Adds subsection

PLANS

Plan sheet #C.3 Revises Typical Section No. 1

ENCLOSURES

Pages:

E-32 through E-32b

Plan Sheets:

C.3

E-32

Special Contract Requirements Project: ID PFH CDP 67(2), Grangemont Road

USC04/02/09

Section 154.— CONTRACTOR

SAMPLING AND TESTING

Construction Requirements

154.02 Sampling. Amend as follows:

Add the following to the first paragraph:

When samples are required at the Vancouver Laboratory, send to:

Material Section Western Federal Lands Highway Division 610 East Fifth Street Vancouver, Washington 98661

If samples are sent other than normal delivery vendors, call 360.619.7747 or 360.619.7592 before delivery. Deliveries will be accepted from 7 am to 2:30 pm PT (Monday - Friday).

Access to the government complex is controlled, check-in is required at the main building entrance located on East Fifth Street. Directions will be given for delivery of samples.

Add the following:

The sampling frequencies and reporting times are listed in the individual sections ordering the work. See Subsections 303.09, 304.08, and 401.17 for additional sampling and testing requirements.

154.04A Laboratory Trailer and Test Equipment. (Added Subsection.)

A Government-furnished laboratory trailer with testing equipment is offered for use on this project. To take advantage of this offer, address a request in writing to the Construction Management Analyst (Western Federal Lands Highway Division, 610 East Fifth Street, Vancouver, WA 98661), within 30 days after award of contract. Failure to do so will terminate the offer.

The laboratory trailer, License No. DOT 40921, and testing equipment are located at Western Federal Lands Highway Division, 610 East Fifth Street, Vancouver, Washington. The specifications for the trailer are as follows:

Revised by Amendment A001

E-32a

Width = 10 feet Length = 36 feet Height = 12 feet Gross Vehicle Weight (GVW) = 13,500 pounds Tongue Weight = 4,500 pounds Ball Requirements = 2 5/16 inch 3 axles with electric brakes

Before the trailer will be released for delivery, hauling vehicles must meet the following requirements:

2.5 ton GVW minimum;

Ball height of 18-inches from ball to ground;

Safety chains;

Brake control (normal and break-away);

Wiring harness for lights and brakes;

Wide load signs;

Transportation permits, if required; and Spare wheels and tires for trailer (USC 8-inch x 14.5-inch).

Provide an authorization from the Contractor to accept delivery of the trailer.

Provide 21 days written notice to the CO and fax a copy to the Construction Management Analyst at 360.619.7993 before arriving to pickup the trailer. Pickup, return, and inspection of the trailer and equipment may be scheduled between the hours of 7 a.m. and 3:30 p.m., Monday through Friday, except holidays. Notify the CO 48 hours before returning the trailer to the Vancouver office.

A list of testing equipment may be obtained by calling the Contracts Section at 360.619.7520, e-mailing at wfl.contracts@dot.gov, or by fax at 360.619.7932.

Determine if the laboratory trailer and testing equipment are adequate to perform all testing required by the Contract. Check equipment (especially scales and gyratory compactor) and recalibrate as necessary after transporting the trailer. Submit written documentation to the CO that the equipment is properly calibrated.

A rental fee of $600 per month will be deducted from progress payments, except during non-work periods on the project in excess of 30 days. Fees will begin 5 days after receipt of trailer from the Vancouver office. The fee will be prorated for periods less than one month at $20 per day.

Return the laboratory trailer and equipment to Western Federal Lands Highway Division office in Vancouver, Washington within 14 days of the project being determined substantially complete or the rental fee will increase to $50 per day. Fee assessments will include the day of return to the Vancouver office.

E-32b

Trailer and equipment will be inspected for damage or missing items. An invoice will be sent for the cost of replacing missing or damaged equipment and restoring the trailer to a working condition, less reasonable wear and tear. Costs incurred will be deducted from the final payment. A maximum of 30 days will be required to inspect the trailer and equipment after it is returned to Vancouver.

Follow the requirements of FAR Contract Clauses 52.245-1 – Government Property and 52.245-9 – Use and Charges and as follows.

(a) Provide a representative to accept written responsibility for the trailer and equipment when it is checked out from the Vancouver office.

(b) Testing equipment has been checked and calibrated to applicable specifications. Furnish any additional equipment required to perform tests not supplied with the laboratory trailer.

Repair or replace equipment during use that requires calibration or does not meet specifications, due to wear and tear. Assume no responsibility for reasonable wear and tear to laboratory trailer and testing equipment upon final return to the Government. All equipment will remain or become the property of the Government.

(c) Assume responsibility and bear costs of transporting, installing, repairing and maintenance of the trailer and equipment in a workable condition. Obtain all necessary permits. Adhere to requirements of the Laboratory Trailer Manual. Adequately anchor the awning to prevent damage. Do not perform tests in the trailer until it has been leveled and blocked according to the Laboratory Trailer Manual.

(d) The trailer is wired with a 200-amp service box and contains a 90-gallon water tank.

Provide a clean water supply, a 220-240 volt, 60 cycle commercial electric source, or a 220- 240 volt, 60 cycle single phase ac regulated electrical supply of at least 60 kilowatts, and a supply of propane gas.

(e) Provide 48-hour notice to the CO before transporting the trailer from the project.

Payment

154.07 Delete the text of the fifth paragraph and substitute the following:

Payment for all or part of this item may be retained, if Government verification testing invalidates the Contractor testing or the CO determines that documentation of sampling and testing is not adequate.

1 1

1 Revised by Amendment A001

C.3

STATE PROJECT

Blotter

Pulverizing, cement aggregate stabilization, in-place aggregate

8-inch depth

Existing ground

Existing ground

Recondition ditch

Recondition ditch

TYPICAL SECTION NO. 1

Existing ground

Existing ground

Recondition ditch

Recondition ditch

1:2

Existing pavement structure

TYPICAL SECTION NO. 2

2 2

FOOTNOTE:

1:3

1:2

TYPICAL SECTION

SCHEDULE B

Existing pavement structure

TYPICAL SECTION NO. 3

931+50 to 933+00

945+00 to 946+50

3" Superpave pavement

12" or 34" nominal, maximum size aggregate

0.3 to < 3 million ESAL, place in two equal lifts, type III roughness

Tack coat grade CSS-1, CSS-1h, SS-1, SS-1h.

(PLace on cement stabilized aggregate surface and between pavement lifts)

Prime coat, grade CMS-2

Existing ground.

Do not disturb

Existing ground

Do not disturb

3" Superpave pavement

12" or 34" nominal, maximum size aggregate

0.3 to < 3 million ESAL, place in two equal lifts, type III roughness

Tack coat grade CSS-1, CSS-1h, SS-1, SS-1h.

(PLace on cement stabilized aggregate surface and between pavement lifts)

3" Superpave pavement

12" or 34" nominal, maximum size aggregate

0.3 to < 3 million ESAL, place in two equal lifts, type III roughness

Tack coat grade CSS-1, CSS-1h, SS-1, SS-1h.

(PLace on cement stabilized aggregate surface and between pavement lifts)

All stationing are approximate.

Final locations will be determined by the CO.

180+50 to 233+00

271+00 to 390+00

433+50 to 830+00

1023+50 to 1378+00

On narrow existing road sections, match the existing roadway width

Superelevate roadway on curves where possible as directed by the CO.

See Sheet D.1 for ditch reconditioning location.

Not required if pavement is placed within seven days after finishing base stabilization.

390+00 to 433+50

Construction limits

Construction limits

Construction limitsConstruction limits

Construction limits Construction limits

See Safety Edge Detail

See Safety Edge Detail

See Safety Edge Detail

SAFETY EDGE DETAIL

First lift of asphalt

Second lift of asphalt

Pulverized or existing

Base course

1’-0" 12’-0" 12’-0" 1’-0"

Pull (place) aggregate base to cover safety edge

1’-0" 12’-0" 12’-0" 1’-0"

SHEET

NUMBER

ID

PFH CDP 67(2)

M

A R

I P

P

W P

:d m s 11/2009

CFT

C h e c k e d b y

09/2009 T. Phan

D e s ig n e d b y

2% 2% max. m a x .1

2% 2% max. m a x .1

:2

2% 2%

12’-0"12’-0"Varies Varies

1.

NOTE:

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