Amend_3_-_12569R19B0004.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

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)

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

2. AMENDMENT/MODIFICATION NUMBER

569R

Shawn M. Lacina, Contracting Officer

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

The purpose of solicitation amendment 003 is to incorporate the clarifications and optional item identifed on page 2 of this amendment and the attached Schedule of Items. The attached Schedule of Items shall be used in place of the schedule included in the original solicitation. The bid due date is extended to May 16, 2019 at 2:30 pm Central. All other terms & conditions remain unchanged.

USDA Forest Service Lake States Acquisition Team 500 Hanson Lake Road Rhinelander, WI 54501

12569R19B0004

1 2

05/08/2019

04/10/2019

5/08/2019

X

Solicitation Amendment 003 12569R19B0004

1. Unless otherwise specified on construction plans, culverts shall be metallic-coated corrugated steel pipe. Reference FP-14 for further specifications.

2. Attachment A - Specifications, Section 602.05 (Laying Metal Pipe) shall be amended to read:

Position the pipe with a longitudinal joint so the joint is opposite the invert. Metal culvert pipes 40’ or less in length be shall single piece construction to the lengths as shown on the plans.

Culverts greater than 40’ in length may be banded. Band corrugation shall match that of the pipe sections being joined or the annular rerolled ends of those pipe sections and shall be a minimum of 12 inches. Contractor shall verify all pipe lengths prior to ordering culverts and provide documentation to the CO for approval and acceptance.

3. Chippewa Campground: Add an optional bid item to include the following:

a. In lieu of overlay and pavement patching from Station 0+00 to Station 48+69, provide a full depth reclamation, aggregate base lift, and 2” pavement.

b. Work shall include well and dump station loop.

c. Work associated with culverts between Station 0+00 to Station 48+69 shall remain unchanged.

d. Contractor shall indicate on Schedule of Items a price reduction, no cost, or price increase for the optional bid item.

e. Sheet C-07: Add the following to Estimated Quantities and Locations:

Item No. Description Quantity Location 30202-2 Roadway

Aggregate, Method 2

1090 TONS Sta. 0+00 to Sta.

48+69

30402-5 Full Depth Reclamation, Method 2

9,300 SYD Sta. 0+00 to Sta.

48+69

PART I - SCHEDULE OF ITEMS

Amendment 003 Version

Chippewa & Namakagon Campground Paving

B- 1 - SCHEDULE OF ITEMS

Chippewa Campground - Base Bid Items

ITEM

NO.

DESCRIPTION

PAY

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

15101

Mobilization

Lump Sum

15713

Soil Erosion & Pollution Control

Lump Sum

20301-19

Removal of Pipe Culvert

Each

20303-16

Removal of Pavement, Asphalt

Square Yard

1,280

30202-1

Roadway Aggregate, Method 1

Ton

30202-2

Roadway Aggregate, Method 2

1,460

30205-05

Roadway Aggregate, Shoulder Finishing

Mile

2.40

30304

Road Reconditioning, Ditch

Foot

1,650

30402-5

Full Depth Reclamation, Method 2

10,850

40312

Asphaltic Surface, Wisconsin DOT

2,620

41801-3

Asphalt Concrete Pavement Patch, Type 3

60202-02

18-Inch Equivalent Diameter Elliptical Culvert

60202-035

10-Inch Pipe Culvert

1,888

60202-06

18-Inch Pipe Culvert

60202-08

24-Inch Pipe Culvert

62528 Seeding and Mulching, Dry Method Lump Sum 1

63501 Temporary Traffic Control Lump Sum 1 $________ $________

Chippewa Campground Base Bid Total:

Chippewa Campground - Optional Bid Item

30202-2

Roadway Aggregate, Method 2 (Sta. 0+00 to Sta.

48.69)

30402-5

Full Depth Reclamation, Method 2 (Sta. 0+00 to Sta.

48.69)

9,300

Chippewa Campground Optional Bid Item Total $_________

Chippewa Campground Total Base and Optional Bid Item $_________

Namakagon Campground - Optional Bid Items

Item No.

Description Pay Unit Est.

Qty.

Unit Price Total Price

15101 Mobilization Lump Sum 1 $________ $_______________

15713 Soil Erosion & Pollution Control Lump Sum 1 $________ $_______________

20301-

Removal of Pipe Culvert Each 7 $________ $_______________

20701 Earthwork Geotextile, Type D Sq. Yard 30 $________ $_______________

25101 Placed Riprap, Method A Cu. Yard 5 $________ $_______________

30102-

Aggregate Base Grading C, 6-Inch Depth Sq. Yard 80 $________ $_______________

30202-2 Roadway Aggregate, Method 2 Ton 210 $________ $_______________

30205-

Roadway Aggregate, Shoulder Finishing Mile 1 $________ $_______________

30304 Road Reconditioning, Ditch Foot 300 $________ $_______________

30402-5 Full Depth Reclamation, Method 2 Sq. Yard 10,230 $________ $_______________

40312 Asphaltic Surface, Wisconsin DOT Ton 1,210 $________ $_______________

60201-

10-Inch Pipe Culvert Foot 24 $________ $_______________

60201-

24-Inch Pipe Culvert Foot 26 $________ $_______________

60202-

18-Inch Equivalent Diameter Elliptical Pipe Culvert

Foot 124 $________ $_______________

60901-2 Curb, Asphalt, 3-Inch Depth Foot 60 $________ $_______________

62528 Seeding and Mulching, Dry Method Lump Sum 1 $________ $_______________

63501 Temporary Traffic Control Lump Sum 1 $________ $_______________

61904 Bollard Post Each 108 $________ $_______________

Namakagon Campground Optional Bid Total:

B-2 - NOTE: Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under 151.01 Mobilization.

Payment will be made on actual work performed as described in FP-14 109.01 unless otherwise noted.

1. The Standard Specifications for Construction of Roads and Bridges on Federal Highway Project FP-14 edition has been used for this contract. Copies of this book are available at the USFS engineering office.

2. Optional bid items will only be awarded based on available funds. Zero or all items or a combination of items may be awarded. Contractor shall provide pricing for all optional items.

3. All clearing, grubbing, bedding, borrow, backfill, detours, diversions, signing, and other miscellaneous items not listed above with unique bid items shall be considered incidental to the contract. See 109.05

4. Quantities for aggregate are compacted in place volumes.