A004.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

1 10

A004 11/04/2022 HFLCEO220422PR CA FTNP MOJA 12(1)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: LESLIE KARSTEN

6905001

6982AF22B000019

10/04/2022

0*

*See Item 14

IFB

Remove and replace pages A-8 thru A-16 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.)

A - 8

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

2 EACH $____________ $____________

A0060 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

13.810 MILE $____________ $____________

A0080 15236-2000 SURVEY CONTROL, GRADE FINISHING

6.509 MILE $____________ $____________

A0100 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0120 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0140 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0160 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

A0180 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0200 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0220 20101-0000 CLEARING AND GRUBBING

66.0 ACRE $____________ $____________

A0240 20301-0700 REMOVAL OF DELINEATOR

72 EACH $____________ $____________

A0260 20301-2400 REMOVAL OF SIGN

85 EACH $____________ $____________

A0280 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP MOJA 12(1)

Project Name:Cima Road

(CONTRACTOR FURNISHED LAB)

Amendment A004 11/04/2022

A - 9

A0300 20401-0000 ROADWAY EXCAVATION

17,300 CUYD $____________ $____________

A0320 20402-0000 SUBEXCAVATION

2,000 CUYD $____________ $____________

A0340 20425-1000 DITCH, EXCAVATION

350 LNFT $____________ $____________

A0360 20441-0000 WASTE

8,600 CUYD $____________ $____________

A0380 20443-0000 BERMS

350 LNFT $____________ $____________

A003 A0400 25101-2100 PLACED RIPRAP, METHOD B, CLASS 1

190 CUYD $____________ $____________

A0420 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

2,500 CUYD $____________ $____________

A003 A0440 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

285 CUYD $____________ $____________

A0460 25126-0000 REMOVE AND RESET BOULDER

6 EACH $____________ $____________

A0480 25210-0000 ROCKERY

985 SQFT $____________ $____________

A0500 30202-2000 ROADWAY AGGREGATE, METHOD 2

23,500 TON $____________ $____________

A0520 30401-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

18.000 MILE $____________ $____________

A0540 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

49,000 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP MOJA 12(1)

Project Name:Cima Road

A - 10

A0580 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

490 TON $____________ $____________

A0620 40601-0000 FOG SEAL

125 TON $____________ $____________

A0640 41102-1000 PRIME COAT, METHOD 1

301,000 SQYD $____________ $____________

A0660 41105-0000 BLOTTER

444 TON $____________ $____________

A0680 41201-0000 TACK COAT

130 TON $____________ $____________

A0700 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

235 SQYD $____________ $____________

A0720 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

80 SQYD $____________ $____________

A0740 60103-0000 CONCRETE, HEADWALL (WITH WINGWALLS)

2 EACH $____________ $____________

A0760 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

2 EACH $____________ $____________

A0780 60201-1000 36-INCH PIPE CULVERT

50 LNFT $____________ $____________

A0800 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (7' SPAN X 5' RISE)

60 LNFT $____________ $____________

A0820 60901-0400 CURB, CONCRETE, 6-INCH DEPTH

400 LNFT $____________ $____________

A0840 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

115 LNFT $____________ $____________

A0860 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

4,300 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP MOJA 12(1)

A - 11

A0880 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

255 LNFT $____________ $____________

A0900 60915-1000 WHEELSTOP, CONCRETE

8 EACH $____________ $____________

A0920 61501-0700 SIDEWALK, DECOMPOSED GRANITE

285 SQYD $____________ $____________

A0940 61801-0000 CONCRETE BARRIER

2,570 LNFT $____________ $____________

A0960 61901-3300 FENCE, TORTOISE BARRIER

56,300 LNFT $____________ $____________

A003 A0970 61902-0900 GATE, METAL

1 EACH $____________ $____________

A0980 61903-1000 CATTLE GUARD, 30 FEET

1 EACH $____________ $____________

A1000 61921-1000 REMOVE AND RESET FENCE

130 LNFT $____________ $____________

A1020 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A1040 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

80 HOUR $____________ $____________

A1060 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A1080 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

80 HOUR $____________ $____________

A1100 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

80 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP MOJA 12(1)

A - 12

A1120 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A1140 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

A1160 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A1180 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A1200 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGIST)

ALL LPSM $___LPSM_____ $____________

A1220 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (TORTOISE MONITOR)

ALL LPSM $___LPSM_____ $____________

A1240 62405-0400 PLACING CONSERVED TOPSOIL, 6-INCH DEPTH (BIOLOGICS)

1,480 SQYD $____________ $____________

A1260 63301-0000 SIGN SYSTEM

82 EACH $____________ $____________

A1280 63308-3000 OBJECT MARKER, TYPE 3

20 EACH $____________ $____________

A003 A1300 63309-0000 DELINEATOR

520 EACH $____________ $____________

A1320 63326-0000 MUMBLE STRIP (CENTERLINE)

1.2 MILE $____________ $____________

A1340 63326-1000 MUMBLE STRIP, SHOULDER

35.0 MILE $____________ $____________

A1360 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

84.0 MILE $____________ $____________

A1380 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

32.0 MILE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP MOJA 12(1)

A - 13

A1400 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

5 EACH $____________ $____________

A1420 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

A1440 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A1460 63503-0900 TEMPORARY TRAFFIC CONTROL, SNOW FENCE

56,300 LNFT $____________ $____________

A1480 64620-0000 REMOVE AND RESET (PARK ENTRANCE SIGN)

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA FTNP MOJA 12(1)

Project Name:Cima Road

Alternate 15401-0000 CONTRACTOR TESTING (GOVERNMENT FURNISHED LAB)

ALL LPSM $____________ $____________

A - 14

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

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

0.250 MILE $____________ $____________

X0060 15236-2000 SURVEY CONTROL, GRADE FINISHING

0.250 MILE $____________ $____________

X0080 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0100 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0120 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0140 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

X0160 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

X0180 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X0200 20401-0000 ROADWAY EXCAVATION

4,040 CUYD $____________ $____________

X0220 20441-0000 WASTE

3,400 CUYD $____________ $____________

X0240 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

1,090 CUYD $____________ $____________

X0260 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

840 CUYD $____________ $____________

X0280 30202-2000 ROADWAY AGGREGATE, METHOD 2

935 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP MOJA 12(1)

A - 15

X0300 61801-0000 CONCRETE BARRIER

1,180 LNFT $____________ $____________

X0320 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

X0340 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

20 HOUR $____________ $____________

X0360 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

20 HOUR $____________ $____________

X0380 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

20 HOUR $____________ $____________

X0400 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

X0420 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

X0440 62301-0000 GENERAL LABOR

10 HOUR $____________ $____________

X0460 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

10 HOUR $____________ $____________

X0480 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

10 HOUR $____________ $____________

X0500 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA FTNP MOJA 12(1)

A - 16

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 13)

Schedule X - Option(A - 15)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:CA FTNP MOJA 12(1)