A002_WY_6WX(1).pdf

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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Page A - 9

A0500 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

150 CUYD $____________ $____________

A0520 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

450 CUYD $____________ $____________

A0540 25101-2600 PLACED RIPRAP, METHOD B, CLASS 6

2,100 CUYD $____________ $____________

A0560 30112-0000 AGGREGATE SURFACE COURSE

18,000 CUYD $____________ $____________

A0600 30203-2000 ROADWAY AGGREGATE, METHOD 2

110,000 SQYD $____________ $____________

A0620 31213-0000 MAGNESIUM CHLORIDE

280 TON $____________ $____________

A0660 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

18,000 TON $____________ $____________

A0680 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

180 TON $____________ $____________

A0720 40602-0000 FOG SEAL

110,000 SQYD $____________ $____________

A0740 41102-1000 PRIME COAT, METHOD 1

110,000 SQYD $____________ $____________

A0760 41201-0000 TACK COAT

70 TON $____________ $____________

A0780 55101-2000 STEEL H-PILE, 14 X 102, IN PLACE

500 LNFT $____________ $____________

A0800 55104-1000 DYNAMIC PILE LOAD TEST

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WY FLAP 6WX(1)

Project Name:Southfork Road

Amendment A002 3/20/2019

Page A - 15

X0300 20401-0000 ROADWAY EXCAVATION

9,000 CUYD $____________ $____________

X0320 20441-0000 WASTE

400 CUYD $____________ $____________

X0340 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

20 CUYD $____________ $____________

X0360 30203-2000 ROADWAY AGGREGATE, METHOD 2

21,000 SQYD $____________ $____________

X0380 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

3,500 TON $____________ $____________

X0420 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

35 TON $____________ $____________

X0460 40602-0000 FOG SEAL

20,000 SQYD $____________ $____________

X0480 41102-1000 PRIME COAT, METHOD 1

20,000 SQYD $____________ $____________

X0500 41201-0000 TACK COAT

15 TON $____________ $____________

X0520 60201-0800 24-INCH PIPE CULVERT

255 LNFT $____________ $____________

X0540 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

10 EACH $____________ $____________

X0560 61901-0900 FENCE, BARBED WIRE, 4 STRAND

395 LNFT $____________ $____________

X0580 61903-1100 CATTLE GUARD, 32 FEET

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:WY FLAP 6WX(1)

Project Name:Southfork Road

Amendment A002 3/20/2019

Replace pages A-9 and A-15 with the new pages A-9 and A-15 dated 3/20/2019 Bid items A0680 & X0420 ANTISTRIP ADDITIVE, TYPE 1 have been corrected to reflect ANTISTRIP ADDITIVE, TYPE 3 per the SCRs.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: CONTRACT SPECIALIST NAME