A001.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

A - 6

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions. Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern. When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item. When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount. Total all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

Amendment A001

A - 7

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

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0150 15215-1000 SURVEY AND STAKING, APPROACH ROAD

19 EACH $____________ $____________

A0200 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

66 EACH $____________ $____________

A0250 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

12.239 MILE $____________ $____________

A0300 15236-2000 SURVEY CONTROL, GRADE FINISHING

24.478 MILE $____________ $____________

A0350 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0400 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0450 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0500 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL (CROOKED

CREEK)

ALL LPSM $___LPSM_____ $____________

A0550 15705-0100 SOIL EROSION CONTROL, SILT FENCE

4,640 LNFT $____________ $____________

A0600 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

13,100 LNFT $____________ $____________

A0650 15706-0200 SOIL EROSION CONTROL, CHECK DAM

286 EACH $____________ $____________

A0700 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

(Contractor-furnished Lab)

A - 8

A0750 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

5 EACH $____________ $____________

A0800 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0850 20101-0000 CLEARING AND GRUBBING

92.0 ACRE $____________ $____________

A0900 20301-0700 REMOVAL OF DELINEATOR

85 EACH $____________ $____________

A0950 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

A1000 20301-1900 REMOVAL OF PIPE CULVERT

56 EACH $____________ $____________

A1050 20301-2400 REMOVAL OF SIGN

6 EACH $____________ $____________

A1100 20302-0700 REMOVAL OF FENCE

900 LNFT $____________ $____________

A1150 20401-0000 ROADWAY EXCAVATION

100,000 CUYD $____________ $____________

A1200 20402-0000 SUBEXCAVATION

2,000 CUYD $____________ $____________

A1250 20720-0200 REINFORCEMENT GEOSYNTHETIC, TYPE 2

34,000 SQYD $____________ $____________

A1300 21101-1000 ROADWAY OBLITERATION, METHOD 1

2,400 SQYD $____________ $____________

A1350 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

410 CUYD $____________ $____________

A1400 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

80 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

A - 9

A1450 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4

50 CUYD $____________ $____________

A1500 25120-0200 RIPRAP DITCH, METHOD A, CLASS 2

2,040 LNFT $____________ $____________

A1550 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

2,750 CUYD $____________ $____________

A1600 25210-0000 ROCKERY

8,460 SQFT $____________ $____________

A1700 30101-0000 AGGREGATE BASE

58,000 TON $____________ $____________

A1750 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

35,800 TON $____________ $____________

A1850 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

360 TON $____________ $____________

A1950 40601-0000 FOG SEAL

80 TON $____________ $____________

A2000 41102-1000 PRIME COAT, METHOD 1

189,000 SQYD $____________ $____________

A2050 41105-0000 BLOTTER

280 TON $____________ $____________

A2100 41201-0000 TACK COAT

85 TON $____________ $____________

A2150 60103-0000 CONCRETE, HEADWALL

4 EACH $____________ $____________

A2200 60103-0220 CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

A - 10

A2250 60201-0600 18-INCH PIPE CULVERT

160 LNFT $____________ $____________

A2300 60201-0800 24-INCH PIPE CULVERT (PLASTIC)

12 LNFT $____________ $____________

A2350 60201-0800 24-INCH PIPE CULVERT

3,200 LNFT $____________ $____________

A2400 60201-1000 36-INCH PIPE CULVERT

290 LNFT $____________ $____________

A2450 60201-1200 48-INCH PIPE CULVERT

90 LNFT $____________ $____________

A2500 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

6 EACH $____________ $____________

A2550 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

115 EACH $____________ $____________

A2600 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (PLASTIC)

13 EACH $____________ $____________

A2650 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

8 EACH $____________ $____________

A2700 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT

1 EACH $____________ $____________

A2750 60302-0000 STRUCTURAL PLATE PIPE-ARCH (8'-7" X 5'-11")

50 LNFT $____________ $____________

A2800 60302-0000 STRUCTURAL PLATE PIPE-ARCH (12'-10" X 8'-4")

75 LNFT $____________ $____________

A2850 60404-0000 CATCH BASIN

3 EACH $____________ $____________

A2900 60409-0000 INLET TOP, METAL FRAME AND GRATE

3 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

A - 11

A2950 60506-0000 STANDARD OR GEOCOMPOSITE UNDERDRAIN SYSTEM

730 LNFT $____________ $____________

A3000 60602-0700 PIPE ANCHOR ASSEMBLY, 24-INCH

50 EACH $____________ $____________

A3050 60602-0900 PIPE ANCHOR ASSEMBLY, 36-INCH

4 EACH $____________ $____________

A3100 60704-0000 CLEANING CULVERT IN PLACE

9 EACH $____________ $____________

A3150 60901-1700 CURB, CONCRETE, 18-INCH DEPTH

5,100 LNFT $____________ $____________

A3200 60907-1000 PAVED DITCH, ASPHALT

5,100 LNFT $____________ $____________

A3250 61901-0600 FENCE, BARBED WIRE

1,000 LNFT $____________ $____________

A3300 61902-2100 GATE, METAL, 30 FEET WIDTH

2 EACH $____________ $____________

A3350 61902-2300 GATE, BARBED WIRE

3 EACH $____________ $____________

A3400 61920-3000 REMOVE AND RESET CATTLE GUARD

1 EACH $____________ $____________

A3450 61921-1000 REMOVE AND RESET FENCE

285 LNFT $____________ $____________

A3500 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A3550 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

A - 12

A3600 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A3650 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER

40 HOUR $____________ $____________

A3700 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

40 HOUR $____________ $____________

A3750 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A3800 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A3850 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGIST)

25 HOUR $____________ $____________

A3900 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A3950 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A4000 62406-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

50.0 ACRE $____________ $____________

A4050 62510-2000 SEEDING, HYDRAULIC METHOD

50.0 ACRE $____________ $____________

A4100 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

45.0 ACRE $____________ $____________

A4150 62902-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

5.0 ACRE $____________ $____________

A4200 63301-0000 SIGN SYSTEM

33 EACH $____________ $____________

A4250 63308-3000 OBJECT MARKER, TYPE 3

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

A - 13

A4300 63309-0000 DELINEATOR

150 EACH $____________ $____________

A4350 63316-1000 REMOVE AND RESET SIGN

8 EACH $____________ $____________

A4400 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

70.0 MILE $____________ $____________

A4450 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

18.0 MILE $____________ $____________

A4500 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

50 EACH $____________ $____________

A4550 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

50 EACH $____________ $____________

A4600 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

25 EACH $____________ $____________

A4650 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

250 LNFT $____________ $____________

A4700 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

250 LNFT $____________ $____________

A4750 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

420 SQFT $____________ $____________

A4800 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

12.0 MILE $____________ $____________

A4850 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

650 HOUR $____________ $____________

A4900 64704-1000 MITIGATION, STREAMBED MATERIAL

25 CUYD $____________ $____________

A4950 64704-1000 MITIGATION, STREAMBED MATERIAL (NATIVE)

60 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

A - 14

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

Amendment A001

A0400 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

BID ALTERNATE ITEM - SEE PAGE A-7 ALL LPSM $___LPSM_____ $____________

A - 15

X0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0150 15216-1000 SURVEY AND STAKING, ROADWAY CROSS-SECTIONS

7.000 MILE $____________ $____________

X0200 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0250 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0300 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0350 20301-2400 REMOVAL OF SIGN

37 EACH $____________ $____________

X0400 20402-0000 SUBEXCAVATION

300 CUYD $____________ $____________

X0450 30301-1000 DITCH RECONDITIONING

6.0 MILE $____________ $____________

X0500 40601-0000 FOG SEAL

45.0 TON $____________ $____________

X0550 40702-0300 CHIP SEAL, TYPE 1C

101,600 SQYD $____________ $____________

X0650 40711-0000 EMULSIFIED ASPHALT

175 TON $____________ $____________

X0700 41402-2000 CRACKS, CLEANING AND SEALING

7.0 MILE $____________ $____________

X0750 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

1,500 SQYD $____________ $____________

X0800 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

3,000 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

A - 16

X0850 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

5 HOUR $____________ $____________

X0900 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

5 HOUR $____________ $____________

X0950 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

X1000 63301-0000 SIGN SYSTEM

29 EACH $____________ $____________

X1050 63308-3000 OBJECT MARKER, TYPE 3

24 EACH $____________ $____________

X1100 63309-0000 DELINEATOR

304 EACH $____________ $____________

X1150 63316-1000 REMOVE AND RESET SIGN

4 EACH $____________ $____________

X1200 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

55.0 MILE $____________ $____________

X1250 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

2.0 MILE $____________ $____________

X1300 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

100 EACH $____________ $____________

X1350 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

X1400 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

25 EACH $____________ $____________

X1450 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

107 SQFT $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:UT FLAP 70131(1)

A - 17

X1500 63505-1500 TEMPORARY TRAFFIC CONTROL, VEHICLE POSITIONING GUIDES

7.0 MILE $____________ $____________

X1550 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

350 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

Amendment A001

X0250 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

BID ALTERNATE ITEM - SEE PAGE A-15 ALL LPSM $___LPSM_____ $____________

A - 18

Y0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0150 15210-3000 CENTERLINE, VERIFICATION AND STAKING

2.000 MILE $____________ $____________

Y0200 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0250 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0300 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0350 20301-2400 REMOVAL OF SIGN

14 EACH $____________ $____________

Y0400 20402-0000 SUBEXCAVATION

800 CUYD $____________ $____________

Y0500 30101-0000 AGGREGATE BASE

260 TON $____________ $____________

Y0550 30301-2000 SHOULDER RECONDITIONING

1.0 MILE $____________ $____________

Y0600 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

28,900 SQYD $____________ $____________

Y0650 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

5,400 TON $____________ $____________

Y0750 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

540 TON $____________ $____________

Y0850 40601-0000 FOG SEAL

23.0 TON $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

A - 19

Y0950 40702-0300 CHIP SEAL, TYPE 1C

26,100 SQYD $____________ $____________

Y1000 40711-0000 EMULSIFIED ASPHALT

45 TON $____________ $____________

Y1050 41102-1000 PRIME COAT, METHOD 1

28,839 SQYD $____________ $____________

Y1100 41105-0000 BLOTTER

50 TON $____________ $____________

Y1150 41201-0000 TACK COAT

12 TON $____________ $____________

Y1200 41402-2000 CRACKS, CLEANING AND SEALING

1.8 MILE $____________ $____________

Y1250 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

500 SQYD $____________ $____________

Y1300 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

5 HOUR $____________ $____________

Y1350 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

5 HOUR $____________ $____________

Y1400 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

Y1450 63301-0000 SIGN SYSTEM

70 EACH $____________ $____________

Y1500 63316-1000 REMOVE AND RESET SIGN

3 EACH $____________ $____________

Y1550 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

28.0 MILE $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:UT FLAP 70131(1)

A - 20

Y1600 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

2.0 MILE $____________ $____________

Y1650 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

100 EACH $____________ $____________

Y1700 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

Y1750 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

25 EACH $____________ $____________

Y1800 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

107 SQFT $____________ $____________

Y1850 63505-1500 TEMPORARY TRAFFIC CONTROL, VEHICLE POSITIONING GUIDES

4.0 MILE $____________ $____________

Y1900 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

650 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:UT FLAP 70131(1)

Project Name:Strawberry Sheep Creek

Amendment A001

Y0250 15401-0000 CONTRACTOR TESTING (Bid Item Alternative: Government Furnished Lab)

BID ALTERNATE ITEM - SEE PAGE A-18 ALL LPSM $___LPSM_____ $____________

A - 21

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 7)

Schedule X - Option(A - 15)

Schedule Y - Option(A - 18)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:UT FLAP 70131(1)

Remove and replace pages A-6 through A-21 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.)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: RYAN PHILLIPS