A001_Peavine.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 07/17/2015 N/A OR BLM ERFO 151-3202

Peavine Road Repair

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

DTFH70-15-B-00013

9B. DATED (SEE ITEM 11)

07/08/2015

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 BLM ERFO 151-3202 Peavine Road Repair

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 07/17/2015 OR BLM ERFO 151-3202 Solicitation No. DTFH70-15-B-00013 Peavine Road Repair

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-8. Revises bid item 20401-0000 Roadway Excavation Page A-8. Revises bid item 26101-0000 Reinforced Soil Slope Page A-8. Revises bid item 30201-1000 Roadway Aggregate, Method 1

CONTRACT CLAUSES

PLANS

Plan sheet #B.1 See Bid Schedule above

ENCLOSURES

Pages:

A-7 through A-9

Plan Sheets:

B.1

Notice to Bidders: Please submit revised pages A-7 through A-9 with your bid.

A - 7

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 corrected unit price extension shall govern.

When the word "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 all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:OR BLM ERFO 151-3202

Project Name:Peavine Road Repair

A - 8

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

A0140 20103-0000 CLEARING AND GRUBBING

500 SQYD $____________ $____________

A001 A0160 20401-0000 ROADWAY EXCAVATION

30 CUYD $____________ $____________

A001 A0180 26101-0000 REINFORCED SOIL SLOPE

1,600 SQFT $____________ $____________

A001 A0200 30201-1000 ROADWAY AGGREGATE, METHOD 1

70 CUYD $____________ $____________

A0220 30302-1000 DITCH RECONDITIONING

400 LNFT $____________ $____________

A0240 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2

45 TON $____________ $____________

A0260 41202-0000 TACK COAT

20 GAL $____________ $____________

A0280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A0300 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90 HP

MINIMUM FLYWHEEL

20 HOUR $____________ $____________

A0320 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A0340 62516-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

500 SQYD $____________ $____________

A0360 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4

500 SQYD $____________ $____________

A0380 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID (WHITE)

400 LNFT $____________ $____________

A0400 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Sheet and Description

SECTION C SECTION D SECTION E

TYPICAL

SECTIONS

PLAN &

PROFILE

REINFORCED

SOIL SLOPE

ALLOWANCE

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0140 20103-0000 CLEARING AND GRUBBING SQYD 496 4 500

A001 A0160 20401-0000 ROADWAY EXCAVATION CUYD 21 9 30

A001 A0180 26101-0000 REINFORCED SOIL SLOPE SQFT 1,536 64 1,600

A001 A0200 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 63 7 70

A0220 30302-1000 DITCH RECONDITIONING LNFT 375 25 400

A0240 40301-0200 ASPHALT CONCRETE PAVEMENT,

TYPE 2 TON 41 4 45

A0260 41202-0000 TACK COAT GAL 19 1 20

A0280 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 20

A0300 62201-0700 BACKHOE LOADER, 1 CUBIC YARD

MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM

CAPACITY BACKHOE BUCKET, 90

HP MINIMUM FLYWHEEL HOUR 20

A0320 62301-0000 GENERAL LABOR HOUR 40

A0340 62516-3000 MULCHING, HYDRAULIC METHOD,

BONDED FIBER MATRIX SQYD 496 4 500

A0360 62901-1100 ROLLED EROSION CONTROL

PRODUCT, TYPE 4 SQYD 496 4 500

A0380 63401-0100 PAVEMENT MARKINGS, TYPE A,

SOLID (WHITE) LNFT 400 400

A0400 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

MileStone: Amendment A001 Amendment Review Date: In Progress Report Date: 07/16/15

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -J u l-

:2

A

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\m yf ile s\ p w p ro d u ct io n \d

P ea vi n eR o a d -S

O Q

.x ls m ]S h ee t

STATE PROJECT

B.1BLM ERFO 151-3202OR

SHEET

NUMBER