A002.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

Sheet and Description

B6 B7 B7 B7 B8 B8 B9 B9 B10 B10 B10

Survey Summary

Grading Summary

Draiange Summary

Utility Summary

Surfacing Summary

Curb and Gutter

Summary

Fence Summary

Clearing and Grubbing and

Seeding Summary

Permanent Sign

Summary

Construction Sign

Summary

Temporary Traffic Control

ALLOWANCE

Bid

Schedule

A1000 15101-0000 MOBILIZATION LPSM ALL

A1010 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 11 11

A1020 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING CONTROL MILE 0.317 0.317

A1030 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 0.634 0.634

A1040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A1050 15401-0000 CONTRACTOR TESTING LPSM ALL

A1060 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A1070 15701-0000 SOIL EROSION CONTROL LPSM ALL

A1080 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

A1090 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A1100 20101-0000 CLEARING AND GRUBBING ACRE 1.6 0.1 1.7

A1110 20301-0600 REMOVAL OF CATTLE GUARD EACH 1 1

A1120 20301-1400 REMOVAL OF INLET EACH 1 1

A1130 20301-1700 REMOVAL OF MANHOLE EACH 1 1

A1140 20301-1800 REMOVAL OF MONUMENT EACH 1 1

A1150 20301-1900 REMOVAL OF PIPE CULVERT EACH 9 9

A1160 20301-2000 REMOVAL OF PIPE END SECTION EACH 2 2

A1170 20301-2400 REMOVAL OF SIGN EACH 5 5

A1175 20302-0200 REMOVAL OF CURB LNFT 92 92

A1180 20302-0800 REMOVAL OF FENCE, BARBED WIRE LNFT 121 9 130

A1190 20401-0000 ROADWAY EXCAVATION CUYD 2,507 293 2,800

A1200 20402-0000 SUBEXCAVATION CUYD 150 As directed by CO

A1210 20441-0000 WASTE CUYD 2,635 265 2,900

A1220 20702-0100 GEOTEXTILE FILTER, CLASS 1,

TYPE A SQYD 99 6 105

A1230 20703-0000 GEOGRID SQYD 5,017 283 5,300

A1240 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 13 2 15

A1250 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 21 4 25

A1260 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,542 158 2,700

A1270 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 956 44 1,000

A1280 40601-0000 FOG SEAL TON 2.2 0.3 2.5

A1290 41102-1000 PRIME COAT, METHOD 1 SQYD 5,017 253 5,270

A1300 41105-0000 BLOTTER TON 7.4 2.6 10.0

MileStone: Amendment 002 Date Completed: 03/21/24 Report Date: 03/21/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -M a r-

:5 A

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities h tt p s:

w sp o n lin en a m

-m y.

sh a re p o in t.

co m /p er so n a l/ d o u g la s_ em m o n s_ w sp co m /D o cu m en ts /D o cu m en ts /C

FL

H

D /J o e

T a n k

R o a d /R ev is ed S u b m it ta l/ u n d er a d /A m en d m en t

A Z

FL

A P N

A V F

R

S O

Q .x ls m

]S h ee t

PROJECT

B1FLAP NAV FR 136 (1)

SHEET

NUMBERA002

03/26/2024

USDE668715

Originator Text

USDE668715

Polygon

USDE668715

Originator Text

USDE668715

Polygon

USDE668715

Rectangle

USDE668715

Originator Text AMENDMENT 002 Added REMOVAL OF CURB

USDE668715

Rectangle

USDE668715

Verifier Text

REVISED: 03/22/24

USDE668715

AZ PE Emmons w Signature

USDE668715

Verifier Text 3/25/24

Survey Summary

Grading Summary

Draiange Summary

Utility Summary

Surfacing Summary

Curb and Gutter

Summary

Fence Summary

Clearing and Grubbing and

Seeding Summary

Permanent Sign

Summary

Construction Sign

Summary

Temporary Traffic Control

ALLOWANCE

Bid

Schedule

A1310 41201-0000 TACK COAT TON 2.2 0.3 2.5

A1320 60201-0600 18-INCH PIPE CULVERT LNFT 136 9 145

A1330 60201-0800 24-INCH PIPE CULVERT LNFT 501 29 530

A1340 60201-0900 30-INCH PIPE CULVERT LNFT 281 19 300

A1350 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 7 7

A1360 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 2 2

A1370 60210-0900 END SECTION FOR 30-INCH PIPE

CULVERT EACH 4 4

A1380 60401-0000 MANHOLE EACH 2 2

A1390 60403-0000 INLET EACH 2 2

A1400 60404-0000 CATCH BASIN EACH 1 1

A1410 60901-0600 CURB, CONCRETE, 8-INCH DEPTH LNFT 2,581 169 2,750

A1420 60902-1000 CURB AND GUTTER, CONCRETE,

12-INCH DEPTH LNFT 659 41 700

A1430 61108-1000 ADJUST WATER VALVE EACH 3 3

A1440 61901-0600 FENCE, BARBED WIRE LNFT 93 7 100

A1450 61902-2300 GATE, BARBED WIRE EACH 1 1

A1460 61903-0900 CATTLE GUARD, 28 FEET EACH 1 1

A1470 61920-2000 REMOVE AND RESET GATE EACH 1 1

A1480 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 10

A1490 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 10

A1500 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 15

A1510 62201-1450 BULLDOZER, 350HP MINIMUM

FLYWHEEL POWER HOUR 5

A1520 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 10

A1530 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 10

A1540 62301-0000 GENERAL LABOR HOUR 100

A1550 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 20

A1560 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 30

-M a r-

:5 A

M

MileStone: Amendment 002 Date Completed: 03/21/24 Report Date: 03/21/24 h tt p s:

w sp o n lin en a m

-m y.

sh a re p o in t.

co m /p er so n a l/ d o u g la s_ em m o n s_ w sp co m /D o cu m en ts /D o cu m en ts /C

FL

H

D /J o e

T a n k

R o a d /R ev is ed S u b m it ta l/ u n d er a d /A m en d m en t

A Z

FL

A P N

A V F

R

S O

Q .x ls m

]S h ee t (2

) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B2FLAP NAV FR 136 (1)

SHEET

NUMBERA002

03/26/2024

USDE668715

Originator Text

USDE668715

Polygon

USDE668715

Originator Text AMENDMENT 002 Added REMOVAL OF CURB

USDE668715

Rectangle

USDE668715

Verifier Text

REVISED: 03/22/24

USDE668715

AZ PE Emmons w Signature

USDE668715

Survey Summary

Grading Summary

Draiange Summary

Utility Summary

Surfacing Summary

Curb and Gutter

Summary

Fence Summary

Clearing and Grubbing and

Seeding Summary

Permanent Sign

Summary

Construction Sign

Summary

Temporary Traffic Control

ALLOWANCE

Bid

Schedule

A1570 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 1.4 0.1 1.5

A1580 62510-1000 SEEDING, DRY METHOD ACRE 1.4 0.1 1.5

A1590 62515-1000 MULCHING, DRY METHOD ACRE 1.3 0.1 1.4

A1600 62901-0300 ROLLED EROSION CONTROL

PRODUCT, TYPE 1.C SQYD 609 31 640

A1610 63301-0000 SIGN SYSTEM EACH 17 17

A1620 63316-1000 REMOVE AND RESET SIGN EACH 1 1

A1630 63501-2000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM LPSM All ALL

A1640 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 27 27

A1650 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 70 70

A1660 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 4 4

A1670 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

A1680 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 56 56

A1690 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 690 690

A1700 63701-0000 FIELD OFFICE EACH 1

-M a r-

:5 A

M

MileStone: Amendment 002 Date Completed: 03/21/24 Report Date: 03/21/24 h tt p s:

w sp o n lin en a m

-m y.

sh a re p o in t.

co m /p er so n a l/ d o u g la s_ em m o n s_ w sp co m /D o cu m en ts /D o cu m en ts /C

FL

H

D /J o e

T a n k

R o a d /R ev is ed S u b m it ta l/ u n d er a d /A m en d m en t

A Z

FL

A P N

A V F

R

S O

Q .x ls m

]S h ee t (3

) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B3FLAP NAV FR 136 (1)

SHEET

NUMBERA002

03/26/2024

USDE668715

Originator Text

USDE668715

Polygon

USDE668715

Originator Text AMENDMENT 002 Added REMOVAL OF CURB

USDE668715

Rectangle

USDE668715

Verifier Text

REVISED: 03/22/24

USDE668715

AZ PE Emmons w Signature

USDE668715

STATE PROJECT

T

IM

E

D

G N

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

D A

T E

U

S E

R

NUMBER

SHEET

AZ

Joe Tank Road

FLAP NAV FR136 (1)

GUTTER SUMMARY

SURFACING, CURB AND

B8

AMENDMENT A002

3/22/24 Add Removal of Curb2

REVISED: MARCH 22,2024

A002 03/26/2024

USDE668715

AZ PE Emmons w Signature

USDE668715

3/22/24

SD

W V

WATER

+T

T

TP

TP

W V

W V

SS+

SS++

W V

TP

SS+

TP

G

PS

W

W V

W V

SS+

N69°41'19"E N40° 29'4

1"E

N55°29'59"E

N69°41'19"E N40° 29'4

1"E

N55°29'59"E

N

200'100'0

Scale in Feet

LC Joe Tank Road

Profile grade

E 722314.76

N 1189159.82

Station 136+18.95

Joe Tank Road

End Schedule A place

Protect Manhole in

R ip r a p c la s s

L t.

E n d s e c ti o n s

I s ta ll x

C

M P c u lv e r t e a c h

L t.

R e m o v e e x is ti g

R ip r a p c la s s

L t.

E n d s e c ti o n s L t.

a n d R t.

I n s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t c a tc h b a s in

L t.

T ie i n to p r o p o s d

E d s e c ti o n

R t.

I n s ta ll x

R

C P m o v e e x is ti n g c u lv e r t

Match existing

131+80.01

Match existing curb concrete, 12-inch depth.

Begin curb and gutter, 129+46

Protect manhole in place

131+39

Protect manhole in place

131+43 to avoid manhole

Steepen back slope p r o p o s e d c a tc h b a s in

E n d s e c ti o n L t.

T ie i to s ta ll x

R

C P m o v e e n d s e c ti o n s L t.

R e m o v e e x is ti n g c u lv e r t pavement from SR260

Sawcut 2' from edge of

Existing ground

A

A

A sewer system sections for storm

See drainage cross

R e m o v e e x is ti n g c u lv e r t

61.47' Rt.

PT 135+64.34'

72.79' Lt.

PT 136+17.20

PC 135+27.46

PC 135+33.11

Apache-Sitgreaves National Forest Bison Ridge Development

Bison Ridge Development

135+91

End Schedule A Surfacing

127+34

Raise 0.10 ft.

Adjust water valve (2 ea.)

128+94 to avoid manhole

Steepen back slope

131+02

Raise 0.54 ft.

Adjust water valve

132+29 valves in place

Protect water

A

129+23

Remove monument

131+08.16

Match existing curb

End curb m a n h o le

L t.

c a tc h b a s in

L t a

T ie i n to p r o p o s s ta ll x

R

C P

R e m o v e e x is ti n g c u lv e r t m a n h o le s

L t.

T ie i n to p r o p o s

I n s ta ll x

R

C P

R ip r a p c la s s

L t.

m a n h o le s

L t.

T ie i n to p r o p o s d s e c ti o n

L t.

I n s ta ll x

R

C P c a tc h b a s in s L t.

R t.

T ie i n to p r o p o s

I n s ta ll x

R

C P m a n h o le

L t.

c a tc h b a s in

L t.

a n d

T ie i n to p r o p o s

I n s ta ll x

R

C P

133+44.65 concrete, 12-inch depth.

Begin curb and gutter, depth to curb, concrete 8-inch depth after inlet, both sides

5-foot transition from curb and gutter, concrete, 12-inch m a n h o le c u lv e r t a x is ti g m o v at 6342.24 Rt.

section at 129+70.00

Grade ditch to end

Transition from 4' to 5'

Transition from 2.5' to 4' at 132+03.35 at 6337.40 Lt.

Grade ditch to end section

ADOT R/W

AMENDEMNT A002

2 ADDED REMOVAL OF CURB

of Curb

Remove 45 LNFT of Curb

Remove 47 LNFT

REVISED 03/22/24

N69°41'19"E N40° 29'4

1"E

N55°29'59"E

'133.81L =

'68.48T =

'255.00R =

(RT)30°03'58"Δ =

126+97.26PI

'87.73L = '44.12T = '335.00R =

(RT)15°00'18"Δ =

135+16.98PI

'313.36L = '160.16T = '615.00R =

(LT)29°11'38"Δ =

130+79.53PI

.3

.7

.5

.8

.5

.9

P

O

-1.752%

-7.003%

-1.752%

-1.556%

.1

.1

' VC200

38.09K =

'158.39SSD =

' VC95

17K =

'124.14HLSD =

127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00

6,290 6,290

6,300 6,300

6,310 6,310

6,320 6,320

6,330 6,330

6,340 6,340

6,350 6,350

6,360 6,360

6,370 6,370

.0

Trasition from 1.41' to 1.5'Ditch Depth Rt. = 1.44' + .0

.1

.1

Lt. = 4.0' Ditch Depth +

Lt. = 2.5' Ditch Depth

.7

2'

35' R

100' R

2"

:0

M

M a rc h

J o e T a n k R o a d C

L

P la n

S h e t] c b m s \w s p -u s -p w -c o \d m s \p n p (a z jt )j o e ta n k .d g n

Sta 127+00 to 136+20 Plan and Profile Joe Tank Road

STATE PROJECT

NUMBER

SHEET

AZ

Joe Tank Road

FLAP NAV FR136 (1)

C3

3/2 5/2

A002 03/26/2024

USDE668715

AZ PE Emmons w Signature

USDE668715

3/22/24

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR

INFORMATION CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

SOLICITATION

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

INVITATION FOR BID

NEGOTIATED (RFP)

REQUEST FOR PROPOSAL

PAGE OF PAGES1. SOLICITATION NUMBER

6982AF24B000004 1 OF 2

3. DATE ISSUED

02/23/2024

HFLCEO240095PR AZ FLAP NAV FR136(1)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE

LAKEWOOD, CO 80228

Laura Vallejos, Contract Specialist

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE

LAKEWOOD, CO 80228

SEE PAGE A-3 SEE PAGE A-3

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

1. FEDERAL ACQUISITION AND TRANSPORTATION ACQUISITION REGULATIONS (FAR & TAR)

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENTS

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14, U.S. CUSTOMARY UNITS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP-14 for governing order of precedence.

10 * X X 108.01 as amended in the

Special Contract Requirements.

X

0 2:00 pm local time 03/28/2024

X

X

A-1 A002 03/26/2023

04/04/2024 laura.vallejos Cross-Out

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1010 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

11 EACH $____________ $____________

A1020 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.317 MILE $____________ $____________

A1030 15236-2000 SURVEY CONTROL, GRADE FINISHING

0.634 MILE $____________ $____________

A1040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A1050 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1060 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A1070 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

A1080 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A1090 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A1100 20101-0000 CLEARING AND GRUBBING

1.7 ACRE $____________ $____________

A1110 20301-0600 REMOVAL OF CATTLE GUARD

1 EACH $____________ $____________

A1120 20301-1400 REMOVAL OF INLET

1 EACH $____________ $____________

A1130 20301-1700 REMOVAL OF MANHOLE

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AZ FLAP NAV FR136(1)

Project Name:Joe Tank Road

A7 A002 03/26/2024

A1140 20301-1800 REMOVAL OF MONUMENT

1 EACH $____________ $____________

A1150 20301-1900 REMOVAL OF PIPE CULVERT

9 EACH $____________ $____________

A1160 20301-2000 REMOVAL OF PIPE END SECTION

2 EACH $____________ $____________

A1170 20301-2400 REMOVAL OF SIGN

5 EACH $____________ $____________

A002 A1175 20302-0200 REMOVAL OF CURB

92 LNFT $____________ $____________

A1180 20302-0800 REMOVAL OF FENCE, BARBED WIRE

130 LNFT $____________ $____________

A1190 20401-0000 ROADWAY EXCAVATION

2,800 CUYD $____________ $____________

A1200 20402-0000 SUBEXCAVATION

150 CUYD $____________ $____________

A1210 20441-0000 WASTE

2,900 CUYD $____________ $____________

A1220 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A

105 SQYD $____________ $____________

A1230 20703-0000 GEOGRID

5,300 SQYD $____________ $____________

A1240 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

15 CUYD $____________ $____________

A1250 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

25 CUYD $____________ $____________

A1260 30202-2000 ROADWAY AGGREGATE, METHOD 2

2,700 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AZ FLAP NAV FR136(1)

Project Name:Joe Tank Road

A8 A002

A1270 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

1,000 TON $____________ $____________

A1280 40601-0000 FOG SEAL

2.5 TON $____________ $____________

A1290 41102-1000 PRIME COAT, METHOD 1

5,270 SQYD $____________ $____________

A1300 41105-0000 BLOTTER

10.0 TON $____________ $____________

A1310 41201-0000 TACK COAT

2.5 TON $____________ $____________

A1320 60201-0600 18-INCH PIPE CULVERT

145 LNFT $____________ $____________

A1330 60201-0800 24-INCH PIPE CULVERT

530 LNFT $____________ $____________

A1340 60201-0900 30-INCH PIPE CULVERT

300 LNFT $____________ $____________

A1350 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

7 EACH $____________ $____________

A1360 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

2 EACH $____________ $____________

A1370 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

4 EACH $____________ $____________

A1380 60401-0000 MANHOLE

2 EACH $____________ $____________

A1390 60403-0000 INLET

2 EACH $____________ $____________

A1400 60404-0000 CATCH BASIN

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AZ FLAP NAV FR136(1)

Project Name:Joe Tank Road

A9 A002

A1410 60901-0600 CURB, CONCRETE, 8-INCH DEPTH

2,750 LNFT $____________ $____________

A1420 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

700 LNFT $____________ $____________

A1430 61108-1000 ADJUST WATER VALVE

3 EACH $____________ $____________

A1440 61901-0600 FENCE, BARBED WIRE

100 LNFT $____________ $____________

A1450 61902-2300 GATE, BARBED WIRE

1 EACH $____________ $____________

A1460 61903-0900 CATTLE GUARD, 28 FEET

1 EACH $____________ $____________

A1470 61920-2000 REMOVE AND RESET GATE

1 EACH $____________ $____________

A1480 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

A1490 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

10 HOUR $____________ $____________

A1500 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

15 HOUR $____________ $____________

A1510 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER

5 HOUR $____________ $____________

A1520 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

10 HOUR $____________ $____________

A1530 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

10 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AZ FLAP NAV FR136(1)

Project Name:Joe Tank Road

A10 A002

A1540 62301-0000 GENERAL LABOR

100 HOUR $____________ $____________

A1550 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

20 HOUR $____________ $____________

A1560 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

30 HOUR $____________ $____________

A1570 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

1.5 ACRE $____________ $____________

A1580 62510-1000 SEEDING, DRY METHOD

1.5 ACRE $____________ $____________

A1590 62515-1000 MULCHING, DRY METHOD

1.4 ACRE $____________ $____________

A1600 62901-0300 ROLLED EROSION CONTROL PRODUCT, TYPE 1.C

640 SQYD $____________ $____________

A1610 63301-0000 SIGN SYSTEM

17 EACH $____________ $____________

A1620 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

A1630 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

ALL LPSM $___LPSM_____ $____________

A1640 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

27 EACH $____________ $____________

A1650 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

70 EACH $____________ $____________

A1660 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

4 EACH $____________ $____________

A1670 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AZ FLAP NAV FR136(1)

Project Name:Joe Tank Road

A11 A002

A1680 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

56 SQFT $____________ $____________

A1690 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

690 HOUR $____________ $____________

A1700 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:AZ FLAP NAV FR136(1)

Project Name:Joe Tank Road

A12 A002

Bid Schedule Instructions

BIDDERS, PLEASE NOTE: This Bid Proposal is comprised of one schedule and one option. Before preparing the bid, carefully read the Solicitation Provisions and the following:

• Insert a numeric unit bid price for each pay item for which a quantity appears in the bid schedule. Unit bid prices should be quoted no more precisely than the nearest cent (2 decimal places). Unit bid prices quoted more precisely will be rounded up to the nearest cent by the Government

• Multiply the unit price by the quantity for each pay item and show the amount bid.

When the words “Lump Sum” appear as a unit bid price, insert an amount for each lump sum pay item.

• Total all amounts bid for each pay item and show the Construction Cost Total on the space provided on the last page of each schedule or option.

• Also show the Construction Cost Total for each schedule/option as well as the combined Total of each Schedule and the Option in the spaces provided on the Bid Summary page.

NOTE: If the amount bid for a pay item is inconsistent with the product of the unit price provided by the bidder and the quantity provided by the Government, the unit price will govern and the Government will determine a corrected amount bid for the pay item by multiplying the unit price by the quantity.

Basis for Award

To be eligible for award of contract, the offeror shall submit prices for each item in Bid Schedule A and Option X. Accordingly, contract award will be made to the lowest responsible bidder conforming to the solicitation, provided funds are available and the Contracting Officer determines the price to be reasonable.

Per FAR provision 52.217-5, Evaluation of Options (JULY 1990), the Government will evaluate offers for award purposes by adding the total price for all options to the total price for Schedule A. Evaluation of options will not obligate the Government to exercise the option(s). If the determination is made to exercise any of the Options, the Contracting Officer will provide the contractor with written notice no later than 90 60 days after contract award, per FAR clause 52.217-7, Option for Increased Quantity- Separately Priced Line Item

(MAR 1989).

A-4 A002 03/26/2024

C-4

52.211-18 Variation in Estimated Quantity. (APR 1984)

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

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)

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 90 60 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.

(3) When the two highest rated offerors are a HUBZone small business concern and a large business, and the evaluated offer of the HUBZone small business concern is equal to the evaluated offer of the large business after considering the price evaluation preference, award will be made to the HUBZone small business concern.

(b) Waiver of evaluation preference. A HUBZone small business concern may elect to waive the evaluation preference, in which case the factor will be added to its offer for evaluation purposes.

□ Offeror elects to waive the evaluation preference.

A002 03/26/2024

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: CONTRACT SPECIALIST NAME

Remove and replace pages B1, B2, B3, B8 and C3 with the attached corresponding page.

INVITATION FOR BID- A-Section Replace page A-1, 1442 with attached amended page A-1.

Replace page A-4 with attached amended page A-4.

Replace page A-7 to page A-12 with attached amended page A-7 to page A-12.

INVITATION FOR BID- C - Section Replace page C-4 with attached amended page C-4.

*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.)