A001.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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A001 10/12/2023 HFLCEO230443PR WY FLAP NAT 505 & BL 6409(1)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: CONTRACT SPECIALIST NAME

6905001

6982AF23B000021

10/11/2023

0*

*See Item 14

PLANS

Remove and replace pages B3 thru B5 with the attached corresponding pages.

*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.)

Sheet and Description

B7 B8 B9 - B10 B11 - B14 B15 B16

Grading Summary

Surfacing Summary

Drainage Summary

Miscellaneous Summary

Permanent Sign Summary

Permanent Pavement Marking

Summary

Allowance Bid Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 2.646 2.646

X0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 18 18

X0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 4 4

X0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0120 15401-0000 CONTRACTOR TESTING LPSM ALL

X0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0160 15701-0000 SOIL EROSION CONTROL LPSM ALL

X0180 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

X0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0220 20101-0000 CLEARING AND GRUBBING (INCLUDES TREE REMOVAL) ACRE 2.6 0.4 3.0

X0240 20301-0600 REMOVAL OF CATTLE GUARD EACH 2 2

X0260 20301-1100 REMOVAL OF GATE EACH 1 1

X0280 20301-2400 REMOVAL OF SIGN EACH 2 2

X0300 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 4,037 63 4,100

X0320 20402-0000 SUBEXCAVATION CUYD 180 20 200

X0340 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 18 2 20

X0380 30101-0000 AGGREGATE BASE TON 12,791 209 13,000

X0400 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH MILE 0.321 0.079 0.400

X0440 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 6,609 91 6,700

X0460 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 66.1 3.9 70.0

X0500 40601-0000 FOG SEAL TON 17.1 0.9 18.0

X0520 41102-1000 PRIME COAT, METHOD 1 SQYD 39,780 720 40,500

X0540 41105-0000 BLOTTER TON 58.7 4.3 63.0

X0560 41201-0000 TACK COAT TON 17.1 0.9 18.0

X0580 60201-0800 24-INCH PIPE CULVERT LNFT 45 10 55

X0600 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 33 7 40

X0620 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 143 17 160

X0640 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 1 1

X0660 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 2 2

X0680 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 6 6

X0700 60403-0000 INLET EACH 1 1

X0720 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1

X0740 60802-0400 PAVED WATERWAY, TYPE 4 LNFT 1,245 35 1,280

X0760 61902-2100 GATE, METAL, 30 FEET WIDTH EACH 1 1

X0780 61903-0700 CATTLE GUARD, 24 FEET EACH 2 2

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3) SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B3WY FLAP NAT 505 & 6409(1)

Casper Mtn Cir Dr & Muddy Mtn RdWY

SHEET

NUMBERAmendment A001 10.12.23

Grading Summary

Surfacing Summary

Drainage Summary

Miscellaneous Summary

Permanent Sign Summary

Permanent Pavement Marking

Summary

Allowance Bid Schedule

X0800 61921-1000 REMOVE AND RESET FENCE LNFT 40 40

X0820 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 40

X0840 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 40

X0860 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

X0880 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR 40

X0900 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40

X0920 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 40

X0940 62301-0000 GENERAL LABOR HOUR 80

X0960 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40

X0980 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40

X1000 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL

SERVICES, RAPTOR SURVEY) LPSM ALL

X1020 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL

SERVICES, MIGRATORY BIRD SURVEY) LPSM ALL

X1040 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 3.3 0.7 4.0

X1060 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX ACRE 3.3 0.7 4.0

X1080 62550-2000 BIOTIC SOIL AMENDMENT, HYDRAULIC METHOD ACRE 3.3 0.7 4.0

X1100 63301-0000 SIGN SYSTEM EACH 18 18

X1120 63309-0000 DELINEATOR (BLUE) EACH 12 12

X1140 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (DOUBLE YELLOW CENTER

STRIPE) MILE 10.510 0.240 10.750

X1160 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE EDGE LINE) MILE 10.256 0.244 10.500

X1180 63403-0200 PAVEMENT MARKINGS, TYPE B SQFT 390 60 450

X1200 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

X1220 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN (BIL

INFRASTRUCTURE SIGN) SQFT 24 24

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4) SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B4WY FLAP NAT 505 & 6409(1)

Casper Mtn Cir Dr & Muddy Mtn RdWY

Grading Summary

Surfacing Summary

Drainage Summary

Miscellaneous Summary

Permanent Sign Summary

Permanent Pavement Marking

Summary

Allowance Bid Schedule

Y0020 15101-0000 MOBILIZATION LPSM ALL

Y0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 2.333 2.333

Y0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 33 33

Y0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 10 10

Y0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0120 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y0160 15701-0000 SOIL EROSION CONTROL LPSM ALL

Y0180 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

Y0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

Y0220 20101-0000 CLEARING AND GRUBBING (INCLUDES TREE REMOVAL) ACRE 3.6 0.4 4.0

Y0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 3

Y0260 20301-2400 REMOVAL OF SIGN EACH 12 12

Y0280 20402-0000 SUBEXCAVATION CUYD 1,020 80 1,100

Y0300 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 32 8 40

Y0320 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 3,480 120 3,600

Y0340 30302-1000 DITCH RECONDITIONING LNFT 294 56 350

Y0360 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH MILE 2.333 0.067 2.400

Y0400 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 5,919 181 6,100

Y0420 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 59.4 2.6 62.0

Y0460 40601-0000 FOG SEAL TON 15.4 0.6 16.0

Y0480 41102-1000 PRIME COAT, METHOD 1 SQYD 35,659 641 36,300

Y0500 41105-0000 BLOTTER TON 52.5 3.5 56.0

Y0520 41201-0000 TACK COAT TON 15.4 0.6 16.0

Y0540 60201-0600 18-INCH PIPE CULVERT LNFT 410 20 430

Y0560 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 32 8 40

Y0580 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 21 21

Y0600 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 2 2

Y0620 60510-0700 6-INCH COLLECTOR PIPE (ROADWAY DRAINAGE LAYER) LNFT 43 7 50

Y0640 60520-0000 GRANULAR BACKFILL (ROADWAY DRAINAGE LAYER) CUYD 255 45 300

Y0660 60704-0000 CLEANING CULVERT IN PLACE EACH 7 7

Y0680 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 40

Y0700 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 40

Y0720 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

Y0740 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR 40

Y0760 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40

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5) SUMMARY OF QUANTITIES - Option Y

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B5WY FLAP NAT 505 & 6409(1)

Casper Mtn Cir Dr & Muddy Mtn RdWY