A001 UT FLAP WEB 10(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

3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER

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

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)

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

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION:

9A. AMENDMENT OF SOLICITATION NUMBER

5. PROJECT NUMBER (If applicable)

9B. DATED (SEE ITEM 11)

A001 HFLCEO250325PR

6982AF25B000014

10/2/25

10/24/25

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

IFB: Remove sheets A-8 thru A-21, B-7, B-8, C-3, and E-1 thru E-94 and replace with attached sheets A-8 thru A-18, B-7, B-8, C-3, and E-1 thru E-94.

Plans: Remove and replace sheets A5, B2, B14, G1-G5, G9, and W7 with the attached 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.)

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.

LAURA SLAUTER

UT FLAP WEB 10(1)

Schedule : A Schedule Type : Base

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

A0100 15101-0000 MOBILIZATION ALL LPSM

A0120 15214-2000

SURVEY AND STAKING,

RETAINING WALL ALL LPSM

A0140 15215-3000

SURVEY AND STAKING,

DRAINAGE STRUCTURE 5.000 EACH

A0160 15225-0000

SLOPE, REFERENCE,

AND CLEARING AND

GRUBBING CONTROL

0.654 MILE

A0180 15236-2000

SURVEY CONTROL,

GRADE FINISHING 1.308 MILE

A0200 15301-0000

CONTRACTOR

QUALITY CONTROL ALL LPSM

A0220 15401-0000

CONTRACTOR

TESTING (Contractor- Furnished Lab)

ALL LPSM

A0240 15501-0000

CONSTRUCTION

SCHEDULE ALL LPSM

A0260 15701-0000

SOIL EROSION

CONTROL ALL LPSM

A0280 15720-0000

STORM WATER

POLLUTION

PREVENTION PLAN

ALL LPSM

A0300 15802-0000

WATERING FOR DUST

CONTROL ALL LPSM

A0320 20101-0000

CLEARING AND

GRUBBING 6.000 ACRE

A0340 20301-1900

REMOVAL OF PIPE

CULVERT 4.000 EACH

A0360 20301-2400 REMOVAL OF SIGN 2.000 EACH

A0380 20302-0700 REMOVAL OF FENCE 240.000 LNFT

A0400 20302-1200

REMOVAL OF

GUARDRAIL 3,015.000 LNFT

A0420 20401-0000

ROADWAY

EXCAVATION 15,300.000 CUYD

A0440 21101-2000

ROADWAY

OBLITERATION,

METHOD 2

155.000 SQYD

A0460 25101-2200

PLACED RIPRAP,

METHOD B, CLASS 2 235.000 CUYD

A0480 25101-2300

PLACED RIPRAP,

METHOD B, CLASS 3 34.000 CUYD

A0500 25120-2200

RIPRAP DITCH,

METHOD B, CLASS 2 620.000 LNFT

A0520 25125-0000 BOULDER 65.000 EACH

A0540 25501-0000

MECHANICALLY

STABILIZED EARTH

WALL

5,040.000 SQFT

A0560 25701-0000

CONTRACTOR

FURNISHED WALL

DESIGN

ALL LPSM

A0580 30202-2000

ROADWAY

AGGREGATE, METHOD

2,805.000 TON

Contract Quantity Pay Items

No Contract Quantity Pay Items

BID SCHEDULE

Project No : UT FLAP WEB 10(1) Project Name : CAUSEY RESERVOIR ACCESS

Bid Schedule Project: UT FLAP WEB 10(1), CAUSEY RESERVOIR ACCESS

A-8 Amendment A001 10.24.25

A0600 40301-0100

ASPHALT CONCRETE

PAVEMENT, TYPE 1 1,745.000 TON

A0620 40601-0000 FOG SEAL 3.500 TON

A0640 41102-1000

PRIME COAT, METHOD

1 7,555.000 SQYD

A0660 41105-0000 BLOTTER 12.000 TON

A0680 41201-0000 TACK COAT 3.500 TON

A0700 60201-0800 24-INCH PIPE CULVERT 172.000 LNFT

A0720 60201-1000 36-INCH PIPE CULVERT 105.000 LNFT

A0740 60210-0800

END SECTION FOR 24-

INCH PIPE CULVERT 4.000 EACH

A0760 60210-1000

END SECTION FOR 36-

INCH PIPE CULVERT 4.000 EACH

A0780 60212-0800 ELBOW, 24-INCH 2.000 EACH

A0800 60404-0000 CATCH BASIN 2.000 EACH

A0820 60602-0700

PIPE ANCHOR

ASSEMBLY, 24-INCH 2.000 EACH

A0840 60901-0200

CURB, CONCRETE, 4-

INCH DEPTH 605.000 LNFT

A0860 60901-1000

CURB, CONCRETE, 12-

INCH DEPTH 2,190.000 LNFT

A0880 60908-1000

PAVED DITCH,

ASPHALT 915.000 SQYD

A0900 61701-4500

GUARDRAIL SYSTEM

MGS, TYPE 2, CLASS A

STEEL POSTS

2,950.000 LNFT

A0920 61702-1500

TERMINAL SECTION,

TYPE MGS TANGENT 5.000 EACH

A0940 62201-0200

DUMP TRUCK, 8 CUBIC

YARD MINIMUM

CAPACITY

20.000 HOUR

A0960 62201-0550

BACKHOE LOADER, 6

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 24-INCH

WIDTH

20.000 HOUR

A0980 62201-0950

WHEEL LOADER, 3

CUBIC YARD MINIMUM

RATED CAPACITY

20.000 HOUR

A1000 62201-1450

BULLDOZER, 350HP

MINIMUM FLYWHEEL

POWER

20.000 HOUR

A1020 62201-2850

MOTOR GRADER, 12

FOOT MINIMUM BLADE 20.000 HOUR

A1040 62201-3350

HYDRAULIC

EXCAVATOR, 1 CUBIC

YARD MINIMUM

CAPACITY

20.000 HOUR

A1060 62301-0000 GENERAL LABOR 40.000 HOUR

A1100 62302-1100

SPECIAL LABOR,

HIRED SURVEY

SERVICES

40.000 HOUR

A1120 62303-1000

SPECIAL LABOR,

HIRED TECHNICAL

SERVICES

(BIOLOGIST)

ALL LPSM

A1140 62406-0300

PLACING CONSERVED

TOPSOIL, 4-INCH

DEPTH

3.440 ACRE

A1160 62510-2000

SEEDING, HYDRAULIC

METHOD 3.000 ACRE

A1180 62515-2000

MULCHING,

HYDRAULIC METHOD 3.000 ACRE

A1200 62901-1200

ROLLED EROSION

CONTROL PRODUCT,

TYPE 5.A

42.000 SQYD

A1220 63301-0000 SIGN SYSTEM 10.000 EACH

Bid Schedule Project: UT FLAP WEB 10(1), CAUSEY RESERVOIR ACCESS

A-9

A1240 63308-2000

OBJECT MARKER,

TYPE 2 12.000 EACH

A1260 63308-3000

OBJECT MARKER,

TYPE 3 3.000 EACH

A1280 63316-1000

REMOVE AND RESET

SIGN 2.000 EACH

A1300 63402-0300

PAVEMENT MARKINGS,

TYPE B, SOLID 3.000 MILE

A1320 63501-1000

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

CONTROL

SUPERVISOR

ALL LPSM

A1340 63502-0600

TEMPORARY TRAFFIC

CONTROL, BARRICADE

TYPE 3

8.000 EACH

A1360 63502-0700

TEMPORARY TRAFFIC

CONTROL, CONE 100.000 EACH

A1380 63502-1300

TEMPORARY TRAFFIC

CONTROL, DRUM 25.000 EACH

A1400 63502-1600

TEMPORARY TRAFFIC

CONTROL, WARNING

LIGHT TYPE B

12.000 EACH

A001 A1410 63502-2000

TEMPORARY TRAFFIC

CONTROL, PORTABLE

CHANGEABLE

MESSAGE SIGN

1.000 EACH

A1420 63503-0400

TEMPORARY TRAFFIC

CONTROL, CONCRETE

BARRIER

700.000 LNFT

A1440 63504-1000

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

700.000 SQFT

A1460 63506-0500

TEMPORARY TRAFFIC

CONTROL, FLAGGER 2,400.000 HOUR

A1480 63506-0600

TEMPORARY TRAFFIC

CONTROL, PILOT CAR 1,200.000 HOUR

A1500 63701-0000 FIELD OFFICE 1.000 EACH

A1520 65105-0000

TEMPORARY

ROCKFALL

PROTECTION

ALL LPSM

A0220

15401-0000 BID

ALTERNATE

ITEM SEE

PAGE A-4

CONTRACTOR

TESTING (Bid Item Alternative: Government Furnished Lab)

ALL LPSM

Submitted by: Schedule Total:

Bid Schedule Project: UT FLAP WEB 10(1), CAUSEY RESERVOIR ACCESS

A-10

Schedule : X Schedule Type : Option

X0100 15101-0000 MOBILIZATION ALL LPSM

X0120 15210-3000

CENTERLINE,

VERIFICATION AND

STAKING

0.045 MILE

X0140 15215-3000

SURVEY AND STAKING,

DRAINAGE STRUCTURE 1.000 EACH

X0160 15301-0000

CONTRACTOR

QUALITY CONTROL ALL LPSM

X0180 15401-0000

CONTRACTOR

TESTING (Contractor-furnished Lab)

ALL LPSM

X0200 15501-0000

CONSTRUCTION

SCHEDULE ALL LPSM

X0220 15701-0000

SOIL EROSION

CONTROL ALL LPSM

X0240 20101-0000

CLEARING AND

GRUBBING 0.400 ACRE

X0260 20301-0300

REMOVAL OF BOX

CULVERT 1.000 EACH

X0280 20301-2400 REMOVAL OF SIGN 2.000 EACH

X0300 20302-0700 REMOVAL OF FENCE 145.000 LNFT

X0320 20303-1600

REMOVAL OF

PAVEMENT, ASPHALT 1,290.000 SQYD

X0340 20815-0000 COFFERDAMS ALL LPSM

X0360 20820-0000 DEWATERING ALL LPSM

X0380 25101-2200

PLACED RIPRAP,

METHOD B, CLASS 2 8.000 CUYD

X0400 25101-2300

PLACED RIPRAP,

METHOD B, CLASS 3 150.000 CUYD

X0420 30202-2000

ROADWAY

AGGREGATE, METHOD

370.000 TON

X0440 40301-0100

ASPHALT CONCRETE

PAVEMENT, TYPE 1 118.000 TON

X0460 40301-0200

ASPHALT CONCRETE

PAVEMENT, TYPE 2 118.000 TON

X0480 40601-0000 FOG SEAL 0.400 TON

X0500 41102-1000

PRIME COAT, METHOD

1 620.000 SQYD

X0520 41105-0000 BLOTTER 1.000 TON

X0540 41201-0000 TACK COAT 0.400 TON

X0560 60220-0000

PRECAST

REINFORCED

CONCRETE BOX

CULVERT

36.000 LNFT

X0580 61701-4500

GUARDRAIL SYSTEM

MGS, TYPE 2, CLASS A

STEEL POSTS

150.000 LNFT

X0600 61702-1500

TERMINAL SECTION,

TYPE MGS TANGENT 4.000 EACH

X0620 61901-0000 FENCE 125.000 LNFT

X0640 61920-2000

REMOVE AND RESET

GATE 1.000 EACH

X0660 62201-0200

DUMP TRUCK, 8 CUBIC

YARD MINIMUM

CAPACITY

10.000 HOUR

BID SCHEDULE

Project No : UT FLAP WEB 10(1) Project Name : CAUSEY RESERVOIR ACCESS

Bid Schedule Project: UT FLAP WEB 10(1), CAUSEY RESERVOIR ACCESS

X0680 62201-0550

BACKHOE LOADER, 6

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 24-INCH

WIDTH

10.000 HOUR

X0700 62201-0950

WHEEL LOADER, 3

CUBIC YARD MINIMUM

RATED CAPACITY

10.000 HOUR

X0720 62201-1450

BULLDOZER, 350HP

MINIMUM FLYWHEEL

POWER

10.000 HOUR

X0740 62201-2850

MOTOR GRADER, 12

FOOT MINIMUM BLADE 10.000 HOUR

X0760 62201-3350

HYDRAULIC

EXCAVATOR, 1 CUBIC

YARD MINIMUM

CAPACITY

10.000 HOUR

X0780 62301-0000 GENERAL LABOR 10.000 HOUR

X0800 62302-1100

SPECIAL LABOR,

HIRED SURVEY

SERVICES

10.000 HOUR

X0820 62303-1000

SPECIAL LABOR,

HIRED TECHNICAL

SERVICES

(BIOLOGIST)

ALL LPSM

X0840 62510-2000

SEEDING, HYDRAULIC

METHOD 0.300 ACRE

X0860 62515-2000

MULCHING,

HYDRAULIC METHOD 0.300 ACRE

X0880 63301-0000 SIGN SYSTEM 2.000 EACH

X0900 63308-3000

OBJECT MARKER,

TYPE 3 4.000 EACH

X0920 63501-1000

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

CONTROL

SUPERVISOR

ALL LPSM

X0940 63502-0600

TEMPORARY TRAFFIC

CONTROL, BARRICADE

TYPE 3

20.000 EACH

X0960 63503-0400

TEMPORARY TRAFFIC

CONTROL, CONCRETE

BARRIER

120.000 LNFT

X0980 63506-0500

TEMPORARY TRAFFIC

CONTROL, FLAGGER 300.000 HOUR

X1000 64704-1000

MITIGATION,

STREAMBED MATERIAL 265.000 CUYD

X0180

15401-0000 BID

ALTERNATE

ITEM SEE

PAGE A-4

CONTRACTOR

TESTING (Bid Item Alternative: Government-furnished Lab)

ALL LPSM

Submitted by: Schedule Total:

Bid Schedule Project: UT FLAP WEB 10(1), CAUSEY RESERVOIR ACCESS

Schedule : Y

Y0100 15101-0000 MOBILIZATION ALL LPSM

Y0120 15215-3000

SURVEY AND STAKING,

DRAINAGE STRUCTURE 3.000 EACH

Y0140 15215-5000

SURVEY AND STAKING,

BOX CULVERT 1.000 EACH

Y0160 15225-0000

SLOPE, REFERENCE,

AND CLEARING AND

GRUBBING CONTROL

0.581 MILE

Y0180 15236-2000

SURVEY CONTROL,

GRADE FINISHING 1.162 MILE

Y0200 15301-0000

CONTRACTOR

QUALITY CONTROL ALL LPSM

Y0220 15401-0000

CONTRACTOR

TESTING (Contractor-furnished Lab)

ALL LPSM

Y0240 15501-0000

CONSTRUCTION

SCHEDULE ALL LPSM

Y0260 15701-0000

SOIL EROSION

CONTROL ALL LPSM

Y0280 15720-0000

STORM WATER

POLLUTION

PREVENTION PLAN

ALL LPSM

Y0300 15802-0000

WATERING FOR DUST

CONTROL ALL LPSM

Y0320 20101-0000

CLEARING AND

GRUBBING 4.000 ACRE

Y0340 20301-1900

REMOVAL OF PIPE

CULVERT 3.000 EACH

Y0360 20301-2400 REMOVAL OF SIGN 4.000 EACH

Y0380 20302-1000

REMOVAL OF FENCE,

RAIL 265.000 LNFT

Y0400 20302-1200

REMOVAL OF

GUARDRAIL 2,810.000 LNFT

Y0420 20401-0000

ROADWAY

EXCAVATION 1,805.000 CUYD

Y0440 20820-0000 DEWATERING ALL LPSM

Y0460 25101-2200

PLACED RIPRAP,

METHOD B, CLASS 2 19.000 CUYD

Y0480 25101-2300

PLACED RIPRAP,

METHOD B, CLASS 3 65.000 CUYD

Y0500 25101-2400

PLACED RIPRAP,

METHOD B, CLASS 4 20.000 CUYD

Y0520 30202-2000

ROADWAY

AGGREGATE, METHOD

1,990.000 TON

Y0540 40301-0100

ASPHALT CONCRETE

PAVEMENT, TYPE 1 1,245.000 TON

Y0560 40601-0000 FOG SEAL 3.000 TON

Y0580 41102-1000

PRIME COAT, METHOD

1 7,015.000 SQYD

Y0600 41105-0000 BLOTTER 10.500 TON

Y0620 41201-0000 TACK COAT 3.000 TON

Y0640 60103-0000

CONCRETE, HEADWALL (BOX CULVERT)

2.000 EACH

Y0660 60103-0140

CONCRETE,

HEADWALL FOR 24-

INCH PIPE CULVERT

1.000 EACH

BID SCHEDULE

Project No : UT FLAP WEB 10(1) Project Name : CAUSEY RESERVOIR ACCESS

Bid Schedule Project: UT FLAP WEB 10(1), CAUSEY RESERVOIR ACCESS

Y0680 60103-0180

CONCRETE,

HEADWALL FOR 36-

INCH PIPE CULVERT

1.000 EACH

Y0700 60201-0800 24-INCH PIPE CULVERT 100.000 LNFT

Y0720 60201-1000 36-INCH PIPE CULVERT 55.000 LNFT

Y0740 60210-0800

END SECTION FOR 24-

INCH PIPE CULVERT 2.000 EACH

Y0760 60210-1000

END SECTION FOR 36-

INCH PIPE CULVERT 1.000 EACH

Y0780 60220-4050

12 FEET SPAN, 8 FEET

RISE PRECAST

REINFORCED

CONCRETE BOX

CULVERT

54.000 LNFT

Y0800 60404-0000 CATCH BASIN 1.000 EACH

Y0820 60901-1000

CURB, CONCRETE, 12-

INCH DEPTH 2,410.000 LNFT

Y0840 60908-1000

PAVED DITCH,

ASPHALT 560.000 SQYD

Y0860 61701-4500

GUARDRAIL SYSTEM

MGS, TYPE 2, CLASS A

STEEL POSTS

3,480.000 LNFT

Y0880 61702-0000 TERMINAL SECTION 5.000 EACH

Y0900 61702-1500

TERMINAL SECTION,

TYPE MGS TANGENT 1.000 EACH

Y0920 62201-0200

DUMP TRUCK, 8 CUBIC

YARD MINIMUM

CAPACITY

10.000 HOUR

Y0940 62201-0550

BACKHOE LOADER, 6

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 24-INCH

WIDTH

10.000 HOUR

Y0960 62201-0950

WHEEL LOADER, 3

CUBIC YARD MINIMUM

RATED CAPACITY

10.000 HOUR

Y0980 62201-1450

BULLDOZER, 350HP

MINIMUM FLYWHEEL

POWER

10.000 HOUR

Y1000 62201-2850

MOTOR GRADER, 12

FOOT MINIMUM BLADE 10.000 HOUR

Y1020 62201-3350

HYDRAULIC

EXCAVATOR, 1 CUBIC

YARD MINIMUM

CAPACITY

10.000 HOUR

Y1040 62301-0000 GENERAL LABOR 10.000 HOUR

Y1060 62302-1000

SPECIAL LABOR,

HIRED TECHNICAL

SERVICES

10.000 HOUR

Y1080 62302-1100

SPECIAL LABOR,

HIRED SURVEY

SERVICES

10.000 HOUR

Y1100 62303-1000

SPECIAL LABOR,

HIRED TECHNICAL

SERVICES

(BIOLOGIST)

ALL LPSM

Y1120 62406-0300

PLACING CONSERVED

TOPSOIL, 4-INCH

DEPTH

2.000 ACRE

Y1140 62510-2000

SEEDING, HYDRAULIC

METHOD 1.000 ACRE

Y1160 62515-2000

MULCHING,

HYDRAULIC METHOD 1.000 ACRE

Y1180 62901-1200

ROLLED EROSION

CONTROL PRODUCT,

TYPE 5.A

43.000 SQYD

Y1200 63301-0000 SIGN SYSTEM 8.000 EACH

Y1220 63308-2000

OBJECT MARKER,

TYPE 2 8.000 EACH

Bid Schedule Project: UT FLAP WEB 10(1), CAUSEY RESERVOIR ACCESS

Y1240 63308-3000

OBJECT MARKER,

TYPE 3 8.000 EACH

Y1260 63316-1000

REMOVE AND RESET

SIGN 10.000 EACH

Y1280 63402-0300

PAVEMENT MARKINGS,

TYPE B, SOLID 2.600 MILE

Y1300 63501-1000

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

CONTROL

SUPERVISOR

ALL LPSM

Y1320 63502-0600

TEMPORARY TRAFFIC

CONTROL, BARRICADE

TYPE 3

4.000 EACH

Y1340 63502-0700

TEMPORARY TRAFFIC

CONTROL, CONE 80.000 EACH

Y1360 63502-1300

TEMPORARY TRAFFIC

CONTROL, DRUM 25.000 EACH

Y1380 63502-1600

TEMPORARY TRAFFIC

CONTROL, WARNING

LIGHT TYPE B

4.000 EACH

Y1400 63506-0500

TEMPORARY TRAFFIC

CONTROL, FLAGGER 800.000 HOUR

Y1420 63506-0600

TEMPORARY TRAFFIC

CONTROL, PILOT CAR 400.000 HOUR

Y1440 64704-1000

MITIGATION,

STREAMBED MATERIAL 165.000 CUYD

Y0220

15401-0000 BID

ALTERNATE

ITEM SEE

PAGE A-4

CONTRACTOR

TESTING (Bid Item Alternative: Government-furnished Lab)

ALL LPSM

Submitted by: Schedule Total:

Bid Schedule Project: UT FLAP WEB 10(1), CAUSEY RESERVOIR ACCESS

Schedule : Z

Z0100 15101-0000 MOBILIZATION ALL LPSM

Z0120 15210-3000

CENTERLINE,

VERIFICATION AND

STAKING

1.391 MILE

Z0140 15215-3000

SURVEY AND STAKING,

DRAINAGE STRUCTURE 6.000 EACH

Z0160 15301-0000

CONTRACTOR

QUALITY CONTROL ALL LPSM

Z0180 15401-0000

CONTRACTOR

TESTING (Contractor-furnished Lab)

ALL LPSM

Z0200 15501-0000

CONSTRUCTION

SCHEDULE ALL LPSM

Z0220 15701-0000

SOIL EROSION

CONTROL ALL LPSM

Z0240 15720-0000

STORM WATER

POLLUTION

PREVENTION PLAN

ALL LPSM

Z0260 15802-0000

WATERING FOR DUST

CONTROL ALL LPSM

Z0280 20101-0000

CLEARING AND

GRUBBING 3.000 ACRE

Z0300 20301-1900

REMOVAL OF PIPE

CULVERT 4.000 EACH

Z0320 20402-0000 SUBEXCAVATION 500.000 CUYD

Z0340 25101-2200

PLACED RIPRAP,

METHOD B, CLASS 2 10.000 CUYD

Z0360 25101-2400

PLACED RIPRAP,

METHOD B, CLASS 4 75.000 CUYD

Z0380 30202-2000

ROADWAY

AGGREGATE, METHOD

1,480.000 TON

Z0400 30302-1000

DITCH

RECONDITIONING 6,930.000 LNFT

Z0420 30402-5200

FULL DEPTH

RECLAMATION,

METHOD 2, 4-INCH

DEPTH

515.000 SQYD

Z0440 30402-5500

FULL DEPTH

RECLAMATION,

METHOD 2, 8-INCH

DEPTH

18,345.000 SQYD

Z0460 40301-0100

ASPHALT CONCRETE

PAVEMENT, TYPE 1 4,069.000 TON

Z0480 40601-0000 FOG SEAL 8.500 TON

Z0500 41102-1000

PRIME COAT, METHOD

1 19,472.000 SQYD

Z0520 41105-0000 BLOTTER 28.400 TON

Z0540 41201-0000 TACK COAT 8.500 TON

Z0560 60103-0140

CONCRETE,

HEADWALL FOR 24-

INCH PIPE CULVERT

2.000 EACH

Z0580 60103-0200

CONCRETE,

HEADWALL FOR 42-

INCH PIPE CULVERT

2.000 EACH

Z0600 60201-0800 24-INCH PIPE CULVERT 110.000 LNFT

Z0620 60201-1100 42-INCH PIPE CULVERT 110.000 LNFT

Z0640 60201-1200 48-INCH PIPE CULVERT 34.000 LNFT

BID SCHEDULE

Project No : UT FLAP WEB 10(1) Project Name : CAUSEY RESERVOIR ACCESS

Bid Schedule Project: UT FLAP WEB 10(1), CAUSEY RESERVOIR ACCESS

Z0660 60210-0800

END SECTION FOR 24-

INCH PIPE CULVERT 2.000 EACH

Z0680 60210-1200

END SECTION FOR 48-

INCH PIPE CULVERT 2.000 EACH

Z0700 62201-0200

DUMP TRUCK, 8 CUBIC

YARD MINIMUM

CAPACITY

10.000 HOUR

Z0720 62201-0550

BACKHOE LOADER, 6

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 24-INCH

WIDTH

10.000 HOUR

Z0740 62201-0950

WHEEL LOADER, 3

CUBIC YARD MINIMUM

RATED CAPACITY

10.000 HOUR

Z0760 62201-1450

BULLDOZER, 350HP

MINIMUM FLYWHEEL

POWER

10.000 HOUR

Z0780 62201-2850

MOTOR GRADER, 12

FOOT MINIMUM BLADE 10.000 HOUR

Z0800 62201-3350

HYDRAULIC

EXCAVATOR, 1 CUBIC

YARD MINIMUM

CAPACITY

10.000 HOUR

Z0820 62301-0000 GENERAL LABOR 10.000 HOUR

Z0840 62302-1000

SPECIAL LABOR,

HIRED TECHNICAL

SERVICES

10.000 HOUR

Z0860 62302-1100

SPECIAL LABOR,

HIRED SURVEY

SERVICES

10.000 HOUR

Z0880 62510-2000

SEEDING, HYDRAULIC

METHOD 3.000 ACRE

Z0900 62515-2000

MULCHING,

HYDRAULIC METHOD 3.000 ACRE

Z0920 63301-0000 SIGN SYSTEM 2.000 EACH

Z0940 63308-2000

OBJECT MARKER,

TYPE 2 8.000 EACH

Z0960 63308-3000

OBJECT MARKER,

TYPE 3 6.000 EACH

Z0980 63402-0300

PAVEMENT MARKINGS,

TYPE B, SOLID 6.000 MILE

Z1000 63501-1000

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

CONTROL

SUPERVISOR

ALL LPSM

Z1020 63502-0600

TEMPORARY TRAFFIC

CONTROL, BARRICADE

TYPE 3

4.000 EACH

Z1040 63502-0700

TEMPORARY TRAFFIC

CONTROL, CONE 150.000 EACH

Z1060 63502-1300

TEMPORARY TRAFFIC

CONTROL, DRUM 25.000 EACH

Z1080 63502-1600

TEMPORARY TRAFFIC

CONTROL, WARNING

LIGHT TYPE B

4.000 EACH

Z1100 63506-0500

TEMPORARY TRAFFIC

CONTROL, FLAGGER 1,000.000 HOUR

Z1120 63506-0600

TEMPORARY TRAFFIC

CONTROL, PILOT CAR 400.000 HOUR

Z0180

15401-0000 BID

ALTERNATE

ITEM SEE

PAGE A-4

CONTRACTOR

TESTING (Bid Item Alternative: Government Furnished Lab)

ALL LPSM

Submitted by: Schedule Total:

Bid Schedule Project: UT FLAP WEB 10(1), CAUSEY RESERVOIR ACCESS

Schedule Bid Total Schedule A - Base $

Schedule Bid Total Schedule X - Option $

Schedule Bid Total Schedule Y - Option $

Schedule Bid Total Schedule Z - Option $

Bid Total

BID SCHEDULE SUMMARY

Total-Schedule(s) and Option(s) Schedule A, Option X, Option Y, Option Z

Bid Schedule Project: UT FLAP WEB 10(1), CAUSEY RESERVOIR ACCESS

B-7

Solicitation Provisions

52.203-11 Certification and Disclosure Regarding Payments to Influence Certain Federal Transactions. (SEP 2024)

52.203-18 Prohibition on Contracting with Entities that Require Certain Internal Confidentiality Agreements-Representation. (JAN 2017)

52.204-5 Women-Owned Business (Other Than Small Business). (OCT 2014)(DEVIATIN

NOV 2025)

52.204-7 System for Award Management. (NOV 2024)(DEVIATION NOV 2025)

52.204-90 Offeror Identification (DEVIATION NOV 2025)

52.209-5 Certification Regarding Responsibility Matters. (AUG 2020)

52.209-7 Information Regarding Responsibility Matters (OCT 2018)

52.209-11 Representation by Corporations Regarding Delinquent Tax Liability or a Felony Conviction under any Federal Law (FEB 2016)

52.209-13 Violation of Arms Control Treaties or Agreements – Certification (NOV 2021)

52.214-3 Amendments to Invitations for Bids. (DEC 2016) (DEVIATION OCT 2025)

52.214-4 False Statements in Bids. (APR 1984) (DEVIATION OCT 2025)

52.214-5 Submission of Bids. (DEC 2016) (DEVIATION OCT 2025)

52.214-6 Explanation to Prospective Bidders. (APR 1984)

52.214-7 Late Submissions, Modifications, and Withdrawals of Bids. (NOV 1999)

(DEVIATION OCT 2025)

52.214-18 Preparation of Bids - Construction. (APR 1984)

52.214-19 Contract Award - Sealed Bidding - Construction. (AUG 1996)

52.214-34 Submission of Offers in the English Language. (APR 1991)

52.214-35 Submission of Offers in U.S. Currency. (APR 1991)

52.216-1 Type of Contract. (APR 1984)

The Government contemplates award of a FIRM FIXED PRICE contract resulting from this solicitation.

(End of provision)

B-8

52.217-5 Evaluation of Options (JUL 1990) (DEVIATION OCT 2025)

The Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

(End of provision)

52.219-1 Small Business Program Representations (FEB 2024)

52.222-5 Construction Wage Rate Requirements Secondary Site of the Work. (MAY 2014)

52.222-38 Compliance with Veterans' Employment Reporting Requirements. (FEB 2016)

52.223-1 Bio based Product Certification (MAY 2024)(DEVIATION FEB 2025)

As required by the Farm Security and Rural Investment Act of 2002 ( 7 U.S.C. 8101(4)) and the Energy Policy Act of 2005 ( 7 U.S.C. 8102(a)(2)(F)), the offeror certifies, by signing this offer, that biobased products (within categories of products listed by the United States Department of Agriculture in 7 CFR part 3201, subpart B) [at https://www.biopreferred.gov/resources/categories.html]) to be used or delivered in the performance of the contract, other than biobased products that are not purchased by the offeror as a direct result of this contract, will comply with the applicable specifications or other contractual requirements.

(End of provision)

52.225-12 Notice of Buy American Requirement—Construction Materials Under Trade Agreements. (MAY 2014) Alternate II (NOV 2023)

52.225-20 Prohibition on Conducting Restricted Business Operations in Sudan-- Certification. (AUG 2009)

52.228-1 Bid Guarantee. (SEP 1996)

(a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.

(b) The bidder shall furnish a bid guarantee in the form of a firm commitment, e.g., bid bond supported by good and sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier's check, irrevocable letter of credit, or, under Treasury Department regulations, certain bonds or notes of the United States. The Contracting Officer will return bid guarantees, other than bid bonds -

Amendment A001 10.24.25 https://uscode.house.gov/view.xhtml?req=granuleid:USC-prelim-title7-section8101&num=0&edition=prelim https://uscode.house.gov/view.xhtml?req=granuleid:USC-prelim-title7-section8102&num=0&edition=prelim

C-3

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $ 4500.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

52.211-13 Time Extensions. (SEP 2000)

52.214-26 Audit and Records – Sealed Bidding. (JUN 2020) (DEVIATION OCT 2025)

52.214-27 Price Reduction for Defective Certified Cost or Pricing Data – Modifications – Sealed Bidding. (JUN 2020)

52.214-28 Subcontractor Certified Cost or Pricing Data – Modifications – Sealed Bidding.

(JUN 2020) (DEVIATION OCT 2025)

52.217-7 Option for Increased Quantity - Separately Priced Line Item. (MAR 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor within 120 days after award. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

(End of clause)

52.219-4 Notice of Price Evaluation Preference for HUBZone Small Business Concerns. (OCT 2022)

(a) Evaluation preference. (1) Offers will be evaluated by adding a factor of 10 percent to the price of all offers, except-

(i) Offers from HUBZone small business concerns that have not waived the evaluation preference; and

(ii) Otherwise successful offers from small business concerns.

(2) The factor of 10 percent shall be applied on a line item basis or to any group of items on which award may be made. Other evaluation factors described in the solicitation shall be applied before application of the factor.

Causey Reservoir Access

SPECIAL CONTRACT REQUIREMENTS

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges, on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.

Section 101. — TERMS, FORMAT, AND DEFINITIONS

101.03 Abbreviations.

(a) Acronyms. Add the following:

CDR – Contractor’s Daily Record GSA – General Services Administration BSA – Boy Scouts of America SRWU – Segmental Retaining Wall Unit

(b) US Customary abbreviations and symbols. Delete the text and substitute the following:

ºF — degrees Fahrenheit temperature A — ampere electric current

ac. — acre area BTU — British Thermal Unit energy

cu. in. or in3 — cubic inches volume

cu. ft., cf, ft3 or CUFT — cubic feet volume

cu. yd., cy, yd3 or CUYD — cubic yards volume D — day time deg. or º — degree plane angle Fc — foot-candles luminous intensity

fl. oz. — fluid ounces volume

ft. or ' — foot or feet length gal. or GAL — gallon volume H — Henry inductance

hr. or HR — hour time Hz — hertz (s-1) frequency

in. or " inch or inches length K — kelvin temperature lb or LB, lbs — pound, pounds mass Lbf — pound-force force lnft or LNFT linear foot length

mi. — miles length min. or m — minute time min. or ' — minute plane angle

oz. — ounces mass

E-1

Psi — pounds/square inch pressure Q — cubic feet/second flow rate sec. or s — second time sec. or " — second plane angle

sq. in. or in2 — square inches area

sq. ft., sf, ft2 or SQFT — square feet area

sq. yd., sy, yd2 or SQYD — square yards area T — short ton (2000 lbs) mass V — volt (W/A) electric potential W — watt (J/s) power yd or YD — yard or yards length Ω — ohm V/A electric resistance

(c) Metric unit abbreviations and symbols. Delete the text and substitute the following:

A — ampere electric current Cd — candella luminous intensity oC — degree Celsius temperature D — day time deg. or º — degree plane angle g or gram — gram mass H — Henry inductance Ha — hectare area

hr. or HR — hour time Hz — hertz (s-1) frequency J — Joule (N.m) energy K — kelvin temperature Kg — kilogram mass L — liter volume Lx — lux illuminance M — meter length mm — millimeter length m2 — meter squared area m3 — cubic meter volume min. or m — minute time min. or ' — minute plane angle N — Newton (kg.m/s2) force Pa — Pascal (N/m2) pressure sec. or s — second time sec. or " — second plane angle T — metric ton Mass V — volt (W/A) electric potential W — watt (J/s) Power Ω — ohm V/A electric resistance

E-2

101.04 Definitions. Delete the definition of (c) Supplemental agreement under Contract Modification.

Add the following:

Masterworks — A web-based system used by the Government, Contractors, and Subcontractors on this Government contract to prepare CDRs, measurement notes (pay notes and field measurement documentation), and transmit submittals, and documents and drawings.

Roadway Prism Delete the text and substitute the following:

Roadway Prism – The area between the original terrain cross-section and the final design cross-section.

Subcontractor Delete the text and substitute the following:

Subcontractor – An individual or legal entity with which the Contractor sublets part of the work.

This includes subcontractors and material suppliers at any tier.

Section 102. – BID, AWARD, AND EXECUTION OF CONTRACT

102.02A Physical Data. (Added Subsection).

Data and information furnished or referred to below is for the Contractor's information. The Government will not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by:

1. Causey Reservoir Access, Pavement and Materials Report, July 2025

2. Causey Reservoir Access, Final Geotechnical Report, July 2025

3. Causey Reservoir Access, Final Hydraulics Report, May 30, 2025

(b) Weather conditions - Contact National Weather Service

(c) Transportation facilities – N/A

(d) Files listed in Section 152.04 – Physical Data.zip

103.05 Partnering. Delete the third paragraph and substitute the following:

If the partnering offer is accepted, mutually agree with the CO on the level of organizational involvement and the need for a professional to facilitate the partnering process. Engage the facilitator and other resources for key Contractor representatives and the CO to attend a partnership development and team-building workshop. Hold additional progress meetings upon mutual agreement.

E-3

Section 104. — CONTROL OF WORK

Add the following after Subsection 104.02:

104.02A Electronic Documentation. Provide documents and drawings electronically using Masterworks.

Request the Masterworks User Account Form (Form Masterworks-001) and submission instructions. Complete and electronically submit Form Masterworks-001 for each individual requiring Masterworks access. Allow 7 days for system access.

Contact the CO to schedule a training session on the use of Masterworks. The virtual training session will be either a video presentation or live training as determined by the CO. The Contractor is responsible for training additional staff that were not present during the original training session.

Maintain active Masterworks accounts for all Contractor staff who use Masterworks. Notify the CO within 24 hours after an account holder is reassigned or no longer employed by the Contractor and submit a Form Masterworks-001 requesting their account be disabled.

Provide documents and drawings in their native file format (the format produced by the software that the document and drawing was created in) upon request.

Documents and drawings include but are not limited to correspondence, submittals, measurement notes, reports, plans, diagrams, qualifications, certifications, payrolls, schedules, invoices, mix designs, job-mix formulas, test results, notifications, requests, permits, and agreements.

Provide a resolution quality with color, text, and lines clearly discernible. Submit each document and drawing in an individual file. Name files with a unique document name.

Documents and drawings delivered after 5:00 pm local time will be considered received on the next business day.

The CO will reject documents that are unreadable, corrupted, illegible, or include malicious content.

104.02B Signatures for Electronic Documentation. Sign documents requiring a signature by electronic signature or by wet signature.

(a) Definitions.

(1) Electronic signature. A computer data compilation of symbols or series of symbols executed, adopted, or authorized by an individual to be the legally binding equivalent of the individual’s handwritten signature.

(2) Wet signature. A signature of ink from pen, or a scanned copy of an actual signature of ink from pen.

E-4

(b) Electronic signature. Unless the CO requests a wet signature, an electronic signature may be provided. Assume responsibility for the validity of electronic signatures. The Government will assume that the authorized individual’s electronic signature is authentic.

Provide electronic signatures in the following formats:

(1) A digital signature from an encryption application;

(2) A digitized image of a paper signature; or

(3) A unique form or individual identification that can be used as a means of authenticating a record, record entry, or document.

(c) Wet signature. After signing a document by wet signature, scan the complete document into an electronic format.

104.03 Specifications and Drawings.

Amend as follows:

Delete subsection (b)(2)(i) and substitute the following:

(i) Concrete box culvert, headwall, and wingwall details;

Section 105. — CONTROL OF MATERIAL

105.01 Source of Supply and Quality Requirements. Add the following:

Materials containing petroleum-based solvents such as cutback asphalts and traffic paints may be restricted from use by local laws or ordinances in certain geographic areas. Upon presenting proof of such restrictions, alternate materials considered acceptable to the CO may be substituted for the materials specified in the contract.

Add the following:

Certify, according to Subsection 107.10 (d)(2), that sources of rock, sand, gravel, earth, subsoil, or other natural material imported into the project construction limits are noxious weed free.

105.04 Storing and Handling Material. Add the following after the third sentence of the second paragraph:

For Contractor-located, non-commercial staging, storing, and material handling areas, secure environmental clearances according to Subsection 107.10.

Add the following:

The Contractor may use the area just west of Weber Memorial Entrance (within the County’s prescriptive easements) for a staging and storage area with no duration restrictions. Shape waste

E-5 quantity to drain and do not apply seed and mulch. The Skull Crack Trailhead Parking Lot (ST 329+00), Causey Reservoir Overflow Lot (north of ST 302+00), and the Overflow Parking Lot west of the intersection of Skull Crack Road and Causey Dam Overlook Road may be used one at a time for staging. These parking areas may not be closed for the full duration of the construction activities. Each must be reopened to the public for a minimum of one continuous week during each construction season. Coordinate use of the Skull Crack Trailhead Parking Lot and Overflow Parking Lot as staging areas with USFS construction activities as outlined in SCR

108.01. Obtain approval by the CO prior to use.

Use all products according to the manufacturer’s recommendations for handling, storage, and disposal. Follow the requirements of FAR Clause 52.236-10 Operations and Storage Areas and FAR Clause 52.236-12 Cleaning Up. Maintain the staging and storage areas in a clean, neat, and orderly condition satisfactory to the CO.

Store construction materials within the limits indicated on the contract drawings. Properly store materials according to the applicable permit and the requirements in Section 107, 157, 203, 204, 624, and 625. Check the storage areas weekly and according to the applicable permit.

Store construction, building and waste materials, and containers in designated areas indoors or protect with a suitable covering.

Submit a site map showing the material storage and stockpile locations at least 14 calendar days prior to the start of construction activities.

Keep the manufacturer’s MSDS, an inventory of the material, and emergency numbers near the storage area. Take appropriate measures to ensure that incompatible chemicals are not stored next to each other.

Section 106. — ACCEPTANCE OF WORK

106.01 Conformity with Contract Requirements. Delete (a) and (b) and substitute the following:

(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution protocol that addresses the following:

(1) Sampling method

(2) Number of samples

(3) Sample transport

(4) Test procedures

(5) Testing laboratories

(6) Reporting

E-6

(7) Estimated time and costs

(8) Validation process

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:

(1) Have the work accepted at a reduced price; or

(2) Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

Add the following after (b):

The number of significant figures used in the calculations will be according to ASTM E 29, absolute method.

Where sample/testing procedures make reference to AASHTO, ASTM, or other standards (designated as FLH T), the procedure as modified in the Materials Manual shall govern. Where the specifications make reference to AASHTO Test T11, “Procedure B - Washing Using a Wetting Agent” shall be the procedure followed.

Where the specifications make reference to AASHTO Test T310, “Direct Transmission Method of In-Place Nuclear Density and Moisture Content” shall be the procedure followed.

106.02 Visual Inspection. Delete the Subsection and substitute the following:

106.02 Visual Inspection. Acceptance is based on visual inspection of the work for compliance with the contract requirements. In the absence of specific contract requirements or tolerances, use prevailing industry standards.

106.03 Certification. Add the following after the second paragraph:

See Table 106-3 for schedule for full or partial acceptance by material certification. Submit certification and sample of material for testing as required.

Delete the third paragraph and substitute the following:

Check certifications before incorporating the material into the work to ensure that the requirements of the contract have been met. Mark the certifications with the following information:

• Project number and name;

• Pay item number and description;

• Contractor signed certification stating “to the best of our knowledge the materials certified by the attached certification represent the materials incorporated into the work of this contract”; and

E-7

• Date.

106.03(a) Production certification. Delete subsection (3) and substitute the following:

(3) Substantiating evidence that the material conforms to the contract quality requirements, including the following:

(a) Test results on material from the same lot and documentation of the inspection and testing system;

(b) A statement from the manufacturer that the material complies with the contract;

and

(b) Manufacturer’s signature or other means of demonstrating accountability for the certification.

Table 106-3 Schedule For Full or Partial Acceptance by Materials Certification. Add Table 106-3 following Table 106-2.

Table 106-3 Schedule For Full or Partial Acceptance by Materials Certification

Section Description Material Material Property Or Specification

Frequency Certification Sample

302 Minor Crushed Aggregate Crushed Aggregate Source, Quality and Gradation 1 per source 1 per source

312 Dust Palliative

Calcium Chloride Magnesium Chloride, Lignosulfonate, As specified 1 per shipment First shipment

403 Asphalt Concrete Aggregate Asphalt Mix

Source quality, Gradation, Stability, and Grade

1 per mix 1 per source

634 and

Permanent Pavement Markings, Temporary Traffic Control

634.02 as applicable, 635 as applicable As specified 1 per source -----

701 Hydraulic Cement

Portland Cement, Blended Hydraulic Cement, Masonry and Mortar Cement

AASHTO M 85, M

240, ASTM C 91 and ASTM C1392 as applicable

1 per shipment 1 per 100 tons

702.01 Asphalt Material Asphalt Cement

AASHTO M 226

or M 320, as applicable

1 per shipment 1 per shipment

702.02 Asphalt Material Emulsified Asphalt

AASHTO M 140

or

M 208 as applicable

1 per shipment 1 per shipment

702.03 Asphalt Material

Asphalt Materials used for Damproofing

As specified for each type of asphalt material 1 per shipment -----

E-8

Section Description Material Material Property Or Specification

Frequency Certification Sample and Waterproofing Concrete and

Masonry Surfaces

702.05 Antistrip As specified As applicable 1 per shipment -----

706 Concrete and Plastic Pipe As specified As applicable 1 per shipment -----

707 Metal Pipe As specified As applicable 1 per shipment ----- 708 Plastic Pipe As specified As applicable 1 per shipment -----

709 Reinforcing and Prestressing Steel As specified As applicable 1 per shipment

For 709.01 submit 3, 1-yard (1-meter) bars of each size and grade of bar furnished.

709.02 submit

6-foot (2-meter) length for each size furnished

710 Fence and Guardrail As specified As applicable 1 per shipment -----

Concrete Curing

Material and Admixtures

As specified As applicable 1 per material source per material type

712 Joint Material (all) As specified As applicable 1 per shipment -----

Roadside

Improvement Materials (all)

As specified As applicable 1 per shipment -----

714 Geosynthetic Material (all) As specified As applicable 1 per shipment 1 per project per type 715 Piling As specified As applicable 1 per shipment -----

716 Material for Timber Structures

Timber and Hardware As applicable 1 per shipment -----

717 Structural Metal As specified As applicable 1 per shipment

717.01(e) minimum

6 per shipment for each size used.

717.10 1 per project

Traffic Signing and Marking Material (all)

As specified As applicable 1 per shipment -----

719 Paint As specified As applicable 1 per batch\lot

1 sample for quantities

> 25 gallons (100L)

E-9

Section Description Material Material Property Or Specification

Frequency Certification Sample

Structural Wall and Stabilized Embankment Material (all)

As specified As applicable 1 per shipment per material type

Electrical and Illumination Material (all)

As specified As applicable 1 per shipment per material type

722 Anchor Material As specified As applicable 1 per shipment per material type

725 Miscellaneous materials As specified As applicable

1 per shipment per material type

Section 107. — LEGAL RELATIONS AND RESPONSIBILITY TO THE

PUBLIC

107.01 Laws to be Observed. Add the following:

(a) Section 401 and Section 404 of the Clean Water Act. Comply with the terms and conditions of any permits that authorize the discharge of dredged or fill material in waters of the U.S., including Section 404 permits and Section 401 water quality certifications. See the Appendix for permits for the Stream Alteration Permits (24-35-49SA and 24-35-50SA and the Nationwide Permit Number 14, Linear Transportation Projects

(b) National Pollutant Discharge Elimination System (NPDES). Comply with the requirements of the applicable Utah General Construction (Storm Water): UPDES Permit.

(CGP) Create an account in NeTCGP on line (directions in the Utah Department of Environmental Quality CGP website) and submit a Notice of Intent requesting authorization for coverage under a CGP. Prepare a Stormwater Pollution Prevention Plan (SWPPP) according to Section 157. If the current State authorized CGP expires during the contract, amend the SWPPP when a new permit goes into effect to meet new permit conditions.

Allow 60 days from submittal of NOI to issuance of permit.

(1) General. Designate a qualified Erosion Control Supervisor according to Subsection

157.03. Obtain a separate NPDES permit associated with industrial activity for any mobile asphalt and concrete plants that provide material for the project. Provide a copy of the permit and acknowledgement letter to the CO for their records.

(2) Notice of Intent (NOI). After the SWPPP is approved, file the NOI as a primary operator in the NeTCGP online system. Allow a minimum regulatory review period of 30 days from submittal of NOI Provide a copy of the NOI and confirmation letter to the CO.

Post all project authorization numbers near the entrance to the site and on the bulletin board.

E-10

(3) Payment of permit fees. Submit the appropriate permit fees for both the contractor and government as listed on the Utah Department of Environmental Quality CGP website.

Permits are good for one year. Pay all applicable renewal fees required for both the Contractor and Government to the regulatory agency.

(4) Notice of Termination (NOT). When all Utah State restoration requirements have been met file a NOT in the NeTCGP on line system. The CGP is terminated when accepted and confirmed by the State.

107.02 Protection and Restoration of Property and Landscape.

Add the following at the end of this subsection:

The locations of the utilities shown in the plans have been certified to a Quality Level C, according to the CFLHD Utility Data Quality Certification requirements:

http://flh.fhwa.dot.gov/resources/row/cfl/documents/UtilityDataQualityLevelCertification.doc

Table 107-1 Status of Utilities

Company Utility Type Contact Name Phone Number Status 1, 2, 3, or 4

1 Rocky Mountain Power Overhead Electric

David Van Tassell

801-247-0675 4

2 Lumen (Beaver Creek on Causey Road)

Underground Fiber

John Quintana

801-589-5850 3

3 Lumen (Wheat Grass Canyon Road)

Underground Fiber

John Quintana

801-589-5850 41

1 Boy Scouts of America will no longer use the underground fiber along Wheat Grass Canyon Road. If underground fiber line is encountered along Wheat Grass Canyon Road during construction, it may be removed.

Status 1: The utilities are in conflict with the project and require relocation by others during construction.

Status 2: The utilities are in conflict with the project and require relocation by the Contractor during construction.

Status 3: The utilities are in conflict with the project and require relocation by others before construction.

Status 4: The utilities are located within the project rights of way but require no relocation.

107.05 Responsibility for Damage Claims. Delete the first sentence of the third paragraph and substitute the following:

E-11 Amendment A001 http://flh.fhwa.dot.gov/resources/row/cfl/documents/UtilityDataQualityLevelCertification.doc

Before work begins, submit “certificates of insurance” certifying that the policies will not be changed or canceled until 30 days written notice has been given to the Government.

107.08 Sanitation, Health, and Safety. Delete the first paragraph and substitute the following:

Follow the requirements of FAR Clause 52.236-13 Accident Prevention, Alternate 1. Submit an accident prevention plan.

107.10(a) Federal Water Pollution Control Act (Clean Water Act) 33 USC § 1251 et seq. Add the following:

(4) Do not ford running streams with construction equipment. Obtain approval from the CO to use temporary bridges or other structures whenever crossings are necessary.

(5) Locate machinery servicing and refueling areas away from streambanks, wetlands, shorelines, lakes, and reservoirs to reduce the possibility and minimize the impacts of accidental spills or discharges.

107.10(b) Oil and hazardous substances. Delete the third and fourth paragraphs and substitute the following:

Do not use equipment with leaking fluids. Repair equipment leaks immediately. Keep absorbent material manufactured for containment and cleanup of hazardous material on the job site. Sand and soils are not approved absorbent materials.

Notify the CO of hazardous spills. Report the spill to the appropriate federal, state, and local authorities as required by the SPCC plan or hazardous spill plan.

107.10(c) Dirt, plant, and foreign material. Add the following:

All vehicles and equipment entering the project area must be clean of noxious weeds and free from oil leaks and are subject to inspection. Thoroughly wash construction equipment, including the undercarriage and any surface where soil containing exotic seeds may exist.

Allow the CO to inspect each piece of equipment before entering the project. Provide the cleaning and inspection records to the CO.

107.10(d) Clearances for Contractor-selected, noncommercial areas. Add the following to the end of the first paragraph:

Use rock, sand, gravel, earth, subsoil, or other natural materials from a Contractor-selected non-commercial materials source that has been certified free of noxious weeds. Materials imported into the project limits which do not include a noxious weed free certification may be rejected and ordered to be removed from the project limits. The CO has the discretion of requesting inspection of certified materials by a third party and rejecting the use of the source if noxious weeds or seeds thereof are found to be present.

Add the following after Subsection (4):

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(5) Any required certifications.

Add the following:

107.10(e) Project-specific commitments.

(1) Provide a qualified biologist according to Subsection 623.03(b) to perform the following:

(a) Conduct pre-construction nest surveys within the clearing limits if vegetation clearing or construction on structures will occur within the breeding season (from March 1 to August 31). Survey vegetation and suitable nesting structures, including bridges and culverts, at least 7 days before vegetation clearing or construction on structures at the site begins. If vegetation clearing or suitable nesting structure work occurs outside of the breeding season, no surveys are required.

(1) Conduct nest survey in phases if vegetation removal or suitable nesting structure construction will occur in phases along the project route, so that no more than 7 days lapses between survey and potential nest disturbance at any one location.

(2) Notify the CO immediately if any active nest that may be adversely affected by construction activities is discovered; include information on nesting species, activities in the vicinity of the nest, topographic and other visual barriers, and recommended protection measures.