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

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15210-3000 CENTERLINE, VERIFICATION AND STAKING

6.400 MILE $____________ $____________

A0060 15214-2000 SURVEY AND STAKING, RETAINING WALL (REINFORCED SOIL SLOPE)

ALL LPSM $___LPSM_____ $____________

A0080 15215-1000 SURVEY AND STAKING, APPROACH ROAD

12 EACH $____________ $____________

A0100 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

62 EACH $____________ $____________

A0120 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

10.800 MILE $____________ $____________

A0140 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

10.600 MILE $____________ $____________

A0160 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0180 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0200 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0220 15705-0100 SOIL EROSION CONTROL, SILT FENCE

3,500 LNFT $____________ $____________

A0240 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

22,900 LNFT $____________ $____________

A0260 15706-0200 SOIL EROSION CONTROL, CHECK DAM

800 EACH $____________ $____________

A0280 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

16 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 3108(1)

Project Name: Cascade Springs Road

A-7 Amendment A002

A0300 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

4 EACH $____________ $____________

A0320 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0340 20101-0000 CLEARING AND GRUBBING

30.0 ACRE $____________ $____________

A0360 20202-0000 SELECTIVE CLEARING

400 SQYD $____________ $____________

A0380 20220-1000 REMOVAL, INDIVIDUAL TREE

2 EACH $____________ $____________

A0400 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

A002 A0420 20301-1900 REMOVAL OF PIPE CULVERT

23 EACH $____________ $____________

A0440 20301-2400 REMOVAL OF SIGN

68 EACH $____________ $____________

A0460 20302-0400 REMOVAL OF CURB, ASPHALT

5,900 LNFT $____________ $____________

A0480 20302-0700 REMOVAL OF FENCE

50 LNFT $____________ $____________

A002 A0490 20303-1200 REMOVAL OF PAVED WATERWAY, ASPHALT

6 SQYD $____________ $____________

A0500 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

10,000 SQYD $____________ $____________

A0520 20401-0000 ROADWAY EXCAVATION

132,000 CUYD $____________ $____________

A0540 20402-0000 SUBEXCAVATION

2,000 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 3108(1)

Project Name: Cascade Springs Road

A-8

A0560 20425-1000 DITCH, EXCAVATION

225 LNFT $____________ $____________

A0580 20441-0000 WASTE

1,500 CUYD $____________ $____________

A0600 20720-0300 REINFORCEMENT GEOSYNTHETIC, TYPE 3

17,100 SQYD $____________ $____________

A0620 20720-0400 REINFORCEMENT GEOSYNTHETIC, TYPE 4

9,700 SQYD $____________ $____________

A0640 20802-0000 FOUNDATION FILL

140 CUYD $____________ $____________

A0660 21101-2000 ROADWAY OBLITERATION, METHOD 2

2,600 SQYD $____________ $____________

A0680 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

375 CUYD $____________ $____________

A0700 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

200 CUYD $____________ $____________

A0720 25125-0000 BOULDER

120 EACH $____________ $____________

A0740 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

1,200 CUYD $____________ $____________

A0760 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

1,300 SQYD $____________ $____________

A0800 30101-0000 AGGREGATE BASE

28,000 TON $____________ $____________

A0820 30302-1000 DITCH RECONDITIONING

4,800 LNFT $____________ $____________

A0840 30402-1500 FULL DEPTH RECLAMATION, METHOD 1, 8-INCH DEPTH

96,000 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 3108(1)

Project Name: Cascade Springs Road

A-9

A0860 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

29,700 TON $____________ $____________

A0900 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

300 TON $____________ $____________

A0940 40601-0000 FOG SEAL

80 TON $____________ $____________

A0960 41102-1000 PRIME COAT, METHOD 1

181,000 SQYD $____________ $____________

A0980 41105-0000 BLOTTER

1,400 TON $____________ $____________

A1000 41201-0000 TACK COAT

80 TON $____________ $____________

A1020 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

3 EACH $____________ $____________

A1040 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT

3 EACH $____________ $____________

A1060 60201-0400 12-INCH PIPE CULVERT

45 LNFT $____________ $____________

A1080 60201-0600 18-INCH PIPE CULVERT

150 LNFT $____________ $____________

A1100 60201-0800 24-INCH PIPE CULVERT

1,500 LNFT $____________ $____________

A1120 60201-1000 36-INCH PIPE CULVERT

1,700 LNFT $____________ $____________

A1140 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 3108(1)

Project Name: Cascade Springs Road

A-10

A1160 60210-0500 END SECTION FOR 15-INCH PIPE CULVERT

4 EACH $____________ $____________

A1180 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

12 EACH $____________ $____________

A1200 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

51 EACH $____________ $____________

A1220 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

49 EACH $____________ $____________

A1240 60212-0800 ELBOW, 24-INCH

8 EACH $____________ $____________

A1260 60212-1000 ELBOW, 36-INCH

1 EACH $____________ $____________

A1280 60404-1000 CATCH BASIN, FLH TYPE 1

17 EACH $____________ $____________

A1300 60409-0200 INLET TOP, METAL FRAME AND GRATE, FLH TYPE B

17 EACH $____________ $____________

A1320 60501-0000 STANDARD UNDERDRAIN SYSTEM

1,700 LNFT $____________ $____________

A1340 60602-0300 PIPE ANCHOR ASSEMBLY, 12-INCH

2 EACH $____________ $____________

A1360 60703-0000 CLEANING CULVERTS IN PLACE

400 LNFT $____________ $____________

A1380 60801-0500 PAVED WATERWAY, TYPE 5

35 SQYD $____________ $____________

A1400 60901-1700 CURB, CONCRETE, 18-INCH DEPTH

11,200 LNFT $____________ $____________

A1420 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

6,100 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 3108(1)

Project Name: Cascade Springs Road

A-11

A1440 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

2,375 LNFT $____________ $____________

A1460 61702-0000 TERMINAL SECTION (UDOT TYPE 1)

4 EACH $____________ $____________

A1480 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

4 EACH $____________ $____________

A1500 61902-0000 GATE

1 EACH $____________ $____________

A1520 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A1540 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

80 HOUR $____________ $____________

A1560 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

80 HOUR $____________ $____________

A1580 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER

80 HOUR $____________ $____________

A1600 62201-2750 MOTOR GRADER

80 HOUR $____________ $____________

A1620 62201-3000 HYDRAULIC EXCAVATOR

80 HOUR $____________ $____________

A1640 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A1660 62302-0100 SPECIAL LABOR, SLOPE SCALING

120 HOUR $____________ $____________

A1680 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

80 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 3108(1)

Project Name: Cascade Springs Road

A-12

A1700 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

80 HOUR $____________ $____________

A1720 62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

135,000 SQYD $____________ $____________

A1740 62510-2000 SEEDING, HYDRAULIC METHOD

26.0 ACRE $____________ $____________

A1760 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

24.2 ACRE $____________ $____________

A1780 62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B

8,000 SQYD $____________ $____________

A1800 63301-0000 SIGN SYSTEM

64 EACH $____________ $____________

A1820 63308-0000 OBJECT MARKER

194 EACH $____________ $____________

A1840 63309-0100 DELINEATOR, TYPE 1

121 EACH $____________ $____________

A1860 63316-1000 REMOVE AND RESET SIGN

7 EACH $____________ $____________

A1880 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

100.0 MILE $____________ $____________

A1900 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

9 EACH $____________ $____________

A1920 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

200 EACH $____________ $____________

A1940 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

300 SQFT $____________ $____________

A1960 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

3,000 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 3108(1)

Project Name: Cascade Springs Road

A-13

A1980 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

500 HOUR $____________ $____________

A2000 65501-0000 ANCHORED WIRED MESH SYSTEM

2,500 SQYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT FLAP 3108(1)

Project Name: Cascade Springs Road

A-14

Remove and replace pages A7-A14 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