A001_McKenzie_post.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 10/1/08 N/A OR PFH 22(14)

MCKENZIE HIGHWAY

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

DTFH70-08-B-00007

9B. DATED (SEE ITEM 11)

9/9/08

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.)

OR PFH 22(14), MCKENZIE HIGHWAY

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, October 1, 2008 OR PFH 22(14) Solicitation No. DTFH70-08-B-00007 McKenzie Highway

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-11. Deletes bid item 63503-0400 Temporary Traffic, Control Concrete Barrier

SPECIAL CONTRACT REQUIREMENTS

Page E-6, Subsection 105.02 Material Sources. Revises material location description.

PLANS

Plan sheet #A.1 Revises stationing for the end of project. Adds note regarding the P.E. stamp

Plan sheet #A.3 Revises project stationing.

Plan sheet #B.2 Revises quantities for pilot car and flagger to match quantities already in the bid schedule. Deletes item 63503-0400 temporary traffic control, concrete barriers.

Plan sheet #C.2 Adds tack coat to pavement milling and patching detail.

Plan sheet #C.3 Adds tack coat to typical section (Extg. Pavement) detail. In

Turnouts table, adds “aggregate” to Type column at Station 564+00 to 564+50.

Plan sheet #D.2 Adds northings/eastings coordinates to beginning of project.

Plan sheet #D.24 Adds call out for underdrain system and unpaved driveway. Adds standard underdrain system to legend.

Plan sheet #D.28 Adds call out for Dee Wright Observatory. Adds northings & eastings coordinates to end of project.

Plan sheet #G.2 Revises cutoff trench drain to standard underdrain system.

Plan sheet #I.1 Deletes Table for 63503-0400 temporary traffic control, concrete barriers. Revises quantities for pilot car and flagger.

Plan sheet #I.4 Adds Note 1.

Plan sheet #J.2 Deletes scale references.

ENCLOSURES

Pages:

A-7 through A-11, and E-6

Plan Sheets:

A.1, A.3, B.2, C.2, C.3, D.2, D.24, D.28, G.2, I.1, I.4 and J.2

Notice to Bidders: Please submit revised pages A-7 through A-11 with your bid.

Project: OR PFH 22(14)

MCKENZIE HIGHWAY

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.

A- 7

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 $___________________

15703-1000 SOIL EROSION CONTROL, SOIL STABILIZATION

0.2

ACRE $_______________ $___________________

Project: OR PFH 22(14)

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 8

15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

1,600

LNFT $_______________ $___________________

20301-0700 REMOVAL OF DELINEATOR

EACH $_______________ $___________________

20301-1900 REMOVAL OF PIPE CULVERT

EACH $_______________ $___________________

20301-2400 REMOVAL OF SIGN

EACH $_______________ $___________________

20402-0000 SUBEXCAVATION

CUYD $_______________ $___________________

20410-0000 SELECT BORROW

CUYD $_______________ $___________________

20701-0700 EARTHWORK GEOTEXTILE, TYPE II-A

SQYD $_______________ $___________________

21101-1000 ROADWAY OBLITERATION, METHOD 1

1,400

SQYD $_______________ $___________________

25125-0000 BOULDER

EACH $_______________ $___________________

25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

CUYD $_______________ $___________________

25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED

CUYD $_______________ $___________________

30802-1000 ROADWAY AGGREGATE, METHOD 1

3,300

TON $_______________ $___________________

Project: OR PFH 22(14)

Estimated Quantity Unit Bid Price Amount Bid

A- 9

40101-0600 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL , TYPE IV PAVEMENT

ROUGHNESS

14,000

TON $_______________ $___________________

40301-0300 HOT ASPHALT CONCRETE PAVEMENT, GRADING C

TON $_______________ $___________________

40302-0300 HOT ASPHALT CONCRETE PAVEMENT, GRADING C, WEDGE AND

LEVELING COURSE , VARIABLE DEPTH

1,160

TON $_______________ $___________________

41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

41301-0000 ASPHALT PAVEMENT MILLING , VARIABLE DEPTH, 0 -INCH TO 1

1/2-INCH

2,300

SQYD $_______________ $___________________

41301-0800 ASPHALT PAVEMENT MILLING, 3-INCH DEPTH

1,400

SQYD $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM

LNFT $_______________ $___________________

60510-0800 6-INCH OUTLET PIPE

LNFT $_______________ $___________________

60704-0000 CLEANING CULVERT IN PLACE

EACH $_______________ $___________________

61904-0000 BOLLARD POST

EACH $_______________ $___________________

Project: OR PFH 22(14)

Estimated Quantity Unit Bid Price Amount Bid

A- 10

62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90

HP

HOUR $_______________ $___________________

62201-2050 ROLLER

HOUR $_______________ $___________________

62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

63302-0000 SIGN SYSTEM

1,250

SQFT $_______________ $___________________

63309-0000 DELINEATOR , TYPE 1 AND TYPE 2, STOCKPILED

EACH $_______________ $___________________

63309-0000 DELINEATOR , TYPE 1

EACH $_______________ $___________________

63309-0000 DELINEATOR , TYPE 2

EACH $_______________ $___________________

63318-1000 SNOWPOLE HOLDER , REMOVE AND RESET

EACH $_______________ $___________________

63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID WHITE

LNFT $_______________ $___________________

Project: OR PFH 22(14)

Estimated Quantity Unit Bid Price Amount Bid

A- 11

63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID YELLOW

292,000

LNFT $_______________ $___________________

63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN YELLOW

32,000

LNFT $_______________ $___________________

63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

EACH $_______________ $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 (CENTER)

EACH $_______________ $___________________

63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

EACH $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

HOUR $_______________ $___________________

63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

DAY $_______________ $___________________

63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN

DAY $_______________ $___________________

63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

FIX HR RATE 49.00 12,250.00

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: OR PFH 22(14)

MCKENZIE HIGHWAY

Bid Schedule A lbush Text Box Revised by lbush Text Box Amend A001

E-6

Special Contract Requirements Project: OR PFH 22(14), McKenzie Highway

03USC04/04/08

Section 105.— CONTROL OF MATERIAL

105.02 Material Sources. Amend as follows:

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

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

Obtain material for use as boulders under Section 251 from Clear Lake Source. The source is located east of Highway 126 approximately 13.0 miles north of the highway 126/Highway 242 junction. The approximate Global Positioning System (GPS) Coordinates for the source are 44° 19' 31" N; 121° 59' 35" W.

If material is obtained from the Clear Lake Source, enter into a mineral use agreement with the USDA Forest Service and provide one copy of the sign agreement to the CO before removing material from the source. An example of a mineral use agreement has been included in Appendix K.

There is no charge for material taken from the Clear Lake Source.

There are no other Government-provided sources for this project.

(b) Contractor-located sources. Add the following to the first paragraph:

Obtain permits and clearances according to Subsection 107.10.

Add the following:

All material transported onto the National Forest System land shall be weed-free. Submit documentation to the CO certifying that all Contractor-furnished material is free of weeds, and describing the methods used to determine weed-free condition (see Subsection 107.10 for additional requirements.).

105.04 Storing and Handling Material. Delete the text of the second paragraph and substitute the following:

Use the designated areas located at the beginning of the project and at the Scott Lake road junction as indicated on the Plans for staging; remixing of asphalt pavement if necessary; for storing of materials such as culverts, delineators, and traffic control devices; and for equipment parking. When using the area at the beginning of the project, provide access to the White Branch Youth Camp.

Revised by Amendment A001