A003_-_Plan_Sheet_B5.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

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A003 10/16/19 CO FLAP SUM 91(1)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: JOREY DEML

6905001

6982AF19B000006

9/20/2019

0*

*See Item 14

PLANS

Remove and replace sheet B5 with the attached corresponding page.

*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.)

STATE PROJECT SHEET

NUMBER

co

CO FLAP SUM91(1) BS FREMONT PASS TRAIL

GRADING SUMMARY - SCHEDULE A

Roadway Excavation Additional Excavation

Embankment Pay Item

For info only For info only For info on Iv 20420-0000

Various Estimated

Backfill Unclassified TOPSOIL SUMMARY Roadway Approach Roadway Available Unavailable Roadway Approach Embankment

Materia I Borrow Station to Station Prism Roads Excavation Material Material Prism Roads Construction

Generated Volume Item Number -> For info only For info only 62406-0400 (see note 1) (see note 2)

Onsite (see note 5) (see note 3) PLACING

Topsoil Stripping Topsoil Stripping CONSERVED

BCY BCY BCY BCY BCY CCY CCY CUYD CCY BCY

Station to Station in Cuts Under Fills TOPSOIL, 6-

0+40 - 50+00 84 0 84 1,156 53 4,506 0 4,506 1,242 5,198 INCH DEPTH

50+00 - 100+00 181 0 181 1,907 93 4,832 0 4,832 1,171 4,675

100+00 - 150+00 252 0 252 932 134 5,870 0 5,870 1,214 6,821 CUYD CUYD ACRE

150+00 - 163+67 112 0 112 395 44 1,185 0 1,185 323 1,212 0+40 - 43+04 35 1168 0.52

400+00 - 403+74 420 0 420 0 106 122 0 122 98 -69 43+04 - 163+67 289 2780 1.40

Wetland Mitigation Sites 0 0 0 3,529 0 0 0 0 0 -3, 176 400+00 - 403+74 106 98 0

TOTALS 1,049 0 1,049 7,919 430 16,515 0 16,515 4,048 14,661 ill SCHEDULE A TOTALS 430 4,046 2,0

TOPSOIL SUMMARY

GRADING SUMMARY - OPTION X Item Number -> For info only For info only 62406-0400

Roadway Excavation Additional Excavation

Embankment Pay Item

For info only For info only For info onlv 20420-0000 PLACING

Topsoil Stripping Topsoil Stripping CONSERVED

Station to Station in Cuts Under Fills TOPSOIL, 6-

Various Estimated INCH DEPTH Backfill Unclassified

Roadway Approach Roadway Available Unavailable Roadway Approach Embankment Material Borrow

Station to Station Prism Roads Excavation Material Material Prism Roads Construction Generated Volume CUYD CUYD ACRE

(see note 1) (see note 2) Onsite (see note 5) 163+76 - 172+37 103 155 0.01

(see note 3) OPTION X TOTALS 103 155 0.1

BCY BCY BCY BCY BCY CCY CCY CUYD CCY BCY

163+76 - 172+37 533 0 533 0 103 845 0 845 153 680

TOTALS 533 0 533 0 103 845 0 845 153 680

NOTE:

1. Available material includes excavation from rock drain, rock shoulder, rockery wall, and wetland mitigation sites. See Miscellaneous Summaries.

2. Unavailable material includes topsoil stripping in cuts. See Miscellaneous Summaries.

3. Various backfill material generated onsite includes topsoil replacement under fill. See Miscellaneous Summaries.

4. Estimated quantites calculated using volumes adjusted for shrink/swell. See Geotech Report.

5. Estimated unclassified borrow quantity calculated using volumes adjusted for estimated material source shrink/swell of 0.9.

6. The quantities shown herein are approximations. Payment will be made for the actual quantities of work performed.

7. BCY = Bank cubic yard - one cubic yard of material as it lies in the natural state.

CCY = Compacted cubic yard - one cubic yard of material after it has been compacted to specification density.

U.S. DEPARTMENT OF TRANSPORTATION

l ill J

FEDERAL HIGHWAY ADMINISTRATION

AMENDMENT 003 Revised Estimated Unclassified Borrow Volume quantity for Schedule A

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

GRADING SUMMARY

REVISED 10/15/19

Amendment 003 10/16/2019