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 B8-B9 B10-B11 B12-B13 B15-B16 B17 B18 B19

Grading Summary

Surfacing Summary

Drainage Summary

Erosion Control Summaries

Removals Summaries

Fence Summaries

Permanent Sign

Summaries

Lighting Summaries

Miscellaneous Summaries Bid Schedule

A0800 41102-1000 PRIME COAT, METHOD 1 (GRADE NC-70, INTERIM

SURFACING) SQYD 101,111 101,111

A0820 41105-0000 BLOTTER TON 900

A0840 41201-0000 TACK COAT TON 103.0 103.0

A0860 60103-0000 CONCRETE, HEADWALL (FOR 5 FEET SPAN, 7

FEET RISE PRECAST CATTLE UNDERPASS) EACH 2 2

A002 A0880 60201-0600 18-INCH PIPE CULVERT LNFT 3,216 3,216

A0900 60201-0800 24-INCH PIPE CULVERT LNFT 238 238

A0920 60201-0800 24-INCH PIPE CULVERT (RCP) LNFT 1,152 1,152

A0940 60201-0900 30-INCH PIPE CULVERT LNFT 134 134

A0960 60201-0900 30-INCH PIPE CULVERT (RCP) LNFT 222 222

A0980 60201-1000 36-INCH PIPE CULVERT LNFT 702 702

A1000 60201-1000 36-INCH PIPE CULVERT (RCP) LNFT 492 492

A1020 60201-1100 42-INCH PIPE CULVERT LNFT 130 130

A1040 60201-1100 42-INCH PIPE CULVERT (RCP) LNFT 936 936

A1060 60201-1200 48-INCH PIPE CULVERT LNFT 528 528

A1080 60201-1200 48-INCH PIPE CULVERT (RCP) LNFT 288 288

A1100 60201-1300 54-INCH PIPE CULVERT (RCP) LNFT 324 324

A1120 60201-1400 60-INCH PIPE CULVERT (RCP) LNFT 282 282

A1140 60201-1500 66-INCH PIPE CULVERT (RCP) LNFT 108 108

A1160 60202-0500 30-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT (RCP) LNFT 132 132

A1180 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT (RCP) LNFT 174 174

A002 A1200 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 110 110

A1220 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 2 2

A1240 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (RCP) EACH 22 22

A1260 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 2 2

A1280 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT (RCP) EACH 4 4

A1300 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 10 10

A1320 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (RCP) EACH 6 6

A1340 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT EACH 2 2

A1360 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT (RCP) EACH 10 10

A1380 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT EACH 6 6

A1400 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT (RCP) EACH 4 4

A1420 60210-1300 END SECTION FOR 54-INCH PIPE CULVERT (RCP) EACH 6 6

A1440 60210-1400 END SECTION FOR 60-INCH PIPE CULVERT (RCP) EACH 8 8

A1460 60210-1500 END SECTION FOR 66-INCH PIPE CULVERT (RCP) EACH 2 2

-O ct -2

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MileStone: 397_95% FDR7.2 PerPlan6.307 Date Completed: In Progress

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SUMMARY OF QUANTITIES - EXAMPLE 397A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B3TIG BIA 10(1)

Lower Brule Road Hwy 10SD

SHEET

NUMBER

397+00 to 731+00 per plan

Amendment A002

NOTE: REVISED FROM BIA HWY 10 RECONSTRUCTION PROJECT, CMP QUANTITY SHEET, PAGE 149

B 80+00 to 381+92.5 FDR 397+98 to 731+00 4R Per Plan

EXAMPLE 397A - ESTIMATED QUANTITY SHEET

D R

A

IN

A G

E S

U M

M A

R Y

D E

S C

R

IP

T

IO

N

P R

O J E

C T N

A M

E

P C

A S

D A

T E R

E V

IS

E D

P A

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A

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R U

C T

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R O J E

C T

/1

/2 and item 60210-0600, END SECTION FOR 18-INCH PIPE CULVERT (SAFETY END) to 110 EACH

Revised total quantity of item 60201-0600, 18-INCH PIPE CULVERT (CMP) to 3216 LNFT

Added access culvert at station 674+55, LT from P&P Sheet 144 to table.

ADDENDUM 002

B25 B26 B27-B28 B29-B30 B31-B32 B34-B35 B36 B37 B38

Grading Summary

Surfacing Summary

Drainage Summary

Erosion Control Summaries

Removals Summaries

Fence Summaries

Permanent Sign

Summaries

Lighting Summaries

Miscellaneous Summaries Bid Schedule

A0820 41102-1000 PRIME COAT, METHOD 1 (GRADE NC-70, INTERIM

SURFACING) SQYD 96,211 96,211

A0840 41105-0000 BLOTTER TON 900 As directed by CO

A0860 41201-0000 TACK COAT TON 92.7 92.7

A0880 60103-0000 CONCRETE, HEADWALL (FOR 5 FEET SPAN, 7

FEET RISE PRECAST CULVERT UNDERPASS) EACH 2 2

A002 A0900 60201-0600 18-INCH PIPE CULVERT LNFT 3,216 3,216

A0920 60201-0800 24-INCH PIPE CULVERT LNFT 238 238

A0940 60201-0800 24-INCH PIPE CULVERT (RCP) LNFT 1,128 1,128

A0960 60201-0900 30-INCH PIPE CULVERT LNFT 134 134

A0980 60201-0900 30-INCH PIPE CULVERT (RCP) LNFT 222 222

A1000 60201-1000 36-INCH PIPE CULVERT LNFT 702 702

A1020 60201-1000 36-INCH PIPE CULVERT (RCP) LNFT 492 492

A1040 60201-1100 42-INCH PIPE CULVERT LNFT 130 130

A1060 60201-1100 42-INCH PIPE CULVERT (RCP) LNFT 900 900

A1080 60201-1200 48-INCH PIPE CULVERT LNFT 528 528

A1100 60201-1200 48-INCH PIPE CULVERT (RCP) LNFT 276 276

A1120 60201-1300 54-INCH PIPE CULVERT (RCP) LNFT 276 276

A1140 60201-1400 60-INCH PIPE CULVERT (RCP) LNFT 282 282

A1160 60201-1500 66-INCH PIPE CULVERT (RCP) LNFT 90 90

A1180 60202-0500 30-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT (RCP) LNFT 132 132

A1200 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT (RCP) LNFT 174 174

A002 A1220 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 110 110

A1240 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 2 2

A1260 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (RCP) EACH 22 22

A1280 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 2 2

A1300 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT (RCP) EACH 4 4

A1320 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 10 10

A1340 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (RCP) EACH 6 6

A1360 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT EACH 2 2

A1380 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT (RCP) EACH 10 10

A1400 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT EACH 6 6

A1420 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT (RCP) EACH 4 4

A1440 60210-1300 END SECTION FOR 54-INCH PIPE CULVERT (RCP) EACH 6 6

A1460 60210-1400 END SECTION FOR 60-INCH PIPE CULVERT (RCP) EACH 8 8

A1480 60210-1500 END SECTION FOR 66-INCH PIPE CULVERT (RCP) EACH 2 2

-O ct -2

5:

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MileStone: 540_95% FDR7.2

3RUC2.7

PerPlan3.617

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SUMMARY OF QUANTITIES - EXAMPLE 540A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B22TIG BIA 10(1)

Lower Brule Road Hwy 10SD

SHEET

NUMBER

540+00 to 731+00 per plan

Q U

A N

T

IT

Y S

H E

E T

NOTE: REVISED FROM BIA HWY 10 RECONSTRUCTION PROJECT, CMP QUANTITY SHEET, PAGE 149

0+00 to 381+92.5 FDR 397+98 to 540+00 3R/Undercut 540+00 to 731+00 4R Per Plan

EXAMPLE 540A - ESTIMATED QUANTITY SHEET

B

D E

S C

R

IP

T

IO

N

P R

O J E

C T N

A M

E

P C

A S

D A

T E R

E V

IS

E D

P A

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A

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O N

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R U

C T

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C T

/1

/2 and item 60210-0600, END SECTION FOR 18-INCH PIPE CULVERT (SAFETY END) to 110 EACH

Revised total quantity of item 60201-0600, 18-INCH PIPE CULVERT (CMP) to 3216 LNFT

Added access culvert at station 674+55, LT from P&P Sheet 144 to table.

B44 B45 B46-B47 B48-B49 B50-B51 B53-B54 B55 B56 B57

Grading Summary

Surfacing Summary

Drainage Summary

Erosion Control Summaries

Removals Summaries

Fence Summaries

Permanent Sign

Summaries

Lighting Summaries

Miscellaneous Summaries Bid Schedule

A0820 41102-1000 PRIME COAT, METHOD 1 (GRADE NC-70, INTERIM

SURFACING) SQYD 96,210 96,210

A0840 41105-0000 BLOTTER TON 900 900 As directed by CO

A0860 41201-0000 TACK COAT TON 90.0 90.0

A0880 60103-0000 CONCRETE, HEADWALL (FOR 5 FEET SPAN, 7

FEET RISE PRECAST CATTLE UNDERPASS) EACH 2 2

A002 A0900 60201-0600 18-INCH PIPE CULVERT LNFT 3,216 3,216

A0920 60201-0800 24-INCH PIPE CULVERT LNFT 238 238

A0940 60201-0800 24-INCH PIPE CULVERT (RCP) LNFT 1,128 1,128

A0960 60201-0900 30-INCH PIPE CULVERT LNFT 134 134

A0980 60201-0900 30-INCH PIPE CULVERT (RCP) LNFT 222 222

A1000 60201-1000 36-INCH PIPE CULVERT LNFT 702 702

A1020 60201-1000 36-INCH PIPE CULVERT (RCP) LNFT 492 492

A1040 60201-1100 42-INCH PIPE CULVERT LNFT 160 160

A1060 60201-1100 42-INCH PIPE CULVERT (RCP) LNFT 130 130

A1080 60201-1200 48-INCH PIPE CULVERT LNFT 528 528

A1100 60201-1200 48-INCH PIPE CULVERT (RCP) LNFT 276 276

A1120 60201-1300 54-INCH PIPE CULVERT (RCP) LNFT 276 276

A1140 60201-1400 60-INCH PIPE CULVERT (RCP) LNFT 282 282

A1160 60201-1500 66-INCH PIPE CULVERT (RCP) LNFT 90 90

A1180 60202-0500 30-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT (RCP) LNFT 132 132

A1200 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT (RCP) LNFT 174 174

A002 A1220 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 110 110

A1240 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (RCP) EACH 22 22

A1260 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 2 2

A1280 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 2 2

A1300 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT (RCP) EACH 2 2

A1320 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT (RCP) EACH 4 4

A1340 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 10 10

A1360 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT EACH 2 2

A1380 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT (RCP) EACH 10 10

A1400 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT EACH 6 6

A1420 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT (RCP) EACH 4 4

A1440 60210-1300 END SECTION FOR 54-INCH PIPE CULVERT (RCP) EACH 6 6

A1460 60210-1400 END SECTION FOR 60-INCH PIPE CULVERT (RCP) EACH 8 8

A1480 60210-1500 END SECTION FOR 66-INCH PIPE CULVERT (RCP) EACH 2 2

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MileStone: 628_95% FDR7.2

3RUC4.4

PerPlan1.932

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SUMMARY OF QUANTITIES - EXAMPLE 628A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B41TIG BIA 10(1)

Lower Brule Road Hwy 10SD

SHEET

NUMBER

628+00 to 731+00 per plan

Q U

A N

T

IT

Y S

H E

E T

NOTE: REVISED FROM BIA HWY 10 RECONSTRUCTION PROJECT, CMP QUANTITY SHEET, PAGE 149

0+00 to 381+92.5 FDR 397+98 to 628+00 3R/Undercut 628+00 to 731+00 4R Per Plan

EXAMPLE 628A - ESTIMATED QUANTITY SHEET

B

D E

S C

R

IP

T

IO

N

P R

O J E

C T N

A M

E

P C

A S

D A

T E R

E V

IS

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P A

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A

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/1

/2 and item 60210-0600, END SECTION FOR 18-INCH PIPE CULVERT (SAFETY END) to 110 EACH

Revised total quantity of item 60201-0600, 18-INCH PIPE CULVERT (CMP) to 3216 LNFT

Added access culvert at station 674+55, LT from P&P Sheet 144 to table.

5/8 INCH REBAR

STA. 235+67.43, 107.27 FT RT

TBM#23, 1698.12

5/8 INCH REBAR

STA. 244+76.04, 137.71 FT RT

TBM#24, 1706.80

SEED AREA = 6.49 ACRE UNDERCUT = 8132 CU YD

TOTAL 19321 CU YD TOTAL 19321 CU YD

+ TOPSOIL 5234 CU YD + TOPSOIL 5234 CU YD

SUBTOTAL 14087 CU YD EXC: 14087 CU YD

+40% 5635 CU YD

EMB: 8452 CU YD

STA. 227+02 TO STA. 246+58

ELEV = 1700.39

Q25 = 45.7 CFS

ELEV = 1689.65

Q25 = 14.8 CFS

OUTLET - 1674.93

INLET - 1687.51

OUTLET - 1677.65

HINGE - 1677.97

HINGE - 1695.01

INLET - 1695.93

CULVERT WITH (1) FLARED END SECTION

X 24.00', 14 GAGE, CMP�INSTALL 24"

CULVERT WITH (2) 10° CMP ELBOWS

X 160.50', 14 GAGE, CMP �INSTALL 24"

RCP TO CMP TRANSITION�INSTALL (1) 24"

RCP CULVERT WITH (1) FLARED END SECTION

(36.00'CLASS III, 90.00' CLASS IV)

X 126.00'�INSTALL 24"

STA. 246+94.50

SKEW NO. 107

CULVERT WITH (1) FLARED END SECTION

INSTALL 30"� X 20.00', 14 GAGE, CMP

CULVERT WITH (2) 20° CMP ELBOWS

INSTALL 30"� X 56.00', 14 GAGE, CMP

INSTALL (1) 30"� RCP TO CMP TRANSITION

RCP CULVERT WITH (1) FLARED END SECTION

INSTALL 30"� X 90.00', CLASS II

STA. 238+63.00

STA. 249+39 - CL - 72" X 65' RC CATTLE PASS

STA. 246+95 - CL - 18" X 240' CMP

STA. 238+62 - CL - 18" X 159' CMP

STA. 236+55 - CL - 18" X 190' CMP

CULVERTS TO BE REMOVED:

C2

0.42 ACRES

TEMP. CONSTRUCTION EASEMENT

.0

F

T R

T

S T

A .0

.0

F

T R

T

75.00' ROW

75.00' ROW

E = 53.48 FT

L = 1559.56 FT

T = 784.63 FT

R = 5729.58 FT

Dc = 1°00'00.00"

DELTA = 15°35'44"

CURVE DATA - C2

A

1.53 ACRES

TEMP. CONSTRUCTION EASEMENT

0.03 ACRES

RIGHT-OF-WAY EASEMENT

0.51 ACRES

RIGHT-OF-WAY EASEMENT

0.30 ACRES

RIGHT-OF-WAY EASEMENT

0.10 ACRES

RIGHT-OF-WAY EASEMENT

.0

F

T L

T

S T

A .0

.0

F

T L

T

S T

A

.0

F

T L

T

S

A .0

.0

F

T

.0

F

T

A .0

.0

F

T L

T

.0

F

T L

T

S T

A .0

.0

F

T L

T

S T

A .0

.0

F

T

A

.0

F

T

.0

F

T R

T S

T A

.0

F

T R

.0

F

T R

T S

T A .0

.0

F

T R

.0

F

T R

T

S T

A

.0

F

T R

T

ELEV = 1672.11

Q25 = 10 CFS

OUTLET - 1648.60

HINGE - 1648.86

HINGE - 1669.12

INLET - 1670.42

GEOTEXTILE, CLASS 2, TYPE A

WIRE GABION & 20.00 SQ YARD

INSTALL 6.00 CU YD ROCK AND

STA. 238+27, 116.00' RT

GEOTEXTILE, CLASS 2, TYPE A

WIRE GABION & 16.00 SQ YARD

INSTALL 4.50 CU YD ROCK AND

STA. 246+84, 176.00' LT

T.107N., R75W., 5TH PM

NE1/4 & S1/2, SECTION 12

LBST

ALLOT# 343 T 4077

TRACT #10(d)

T.107N., R75W., 5TH PM

NE1/4 & S1/2, SECTION 12

LBST

ALLOT# 343 T 4077

TRACT #10(d) ADDENDUM 002

A

A

235+00

240+00 245+00

250+00

P T S ta

.8

A

18001800

18001800

235+00 240+00 245+00 250+00

P V

C

.0

E le v

.9

P V I .0

E le v

.9

-0.41%

L 1000' e -7.28'

SD 609'

K 172

.8

.4

.0

.6

.2

.8

.4

.0

.3

.0

.1

.7

.7

.1

.9

.1

.8

.4

.0

.6

.2

.7

.3

.9

.2

.0

.1

.7

.6

.0

.8

.1

D E

S C

R

IP

T

IO

N

P R

O J E

C T N

A M

E

P C

A S

D A

T E R

E V

IS

E D

O F

P A

G E

A

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/2

/2

SKEW NO. 87

WITH (2) FLARED END SECTIONS

48.00' - CLASS III

30.00' - CLASS IV

72.00' - CLASS V

24.00' - CLASS IV

30.00' - CLASS III

INLET TO OUTLET:

ø X 204.00' RCP CULVERTINSTALL 24"

STA. 236+54.50

GEOTEXTILE, CLASS 2, TYPE A

WIRE GABION & 16.00 SQ YARD

INSTALL 4.50 CU YD ROCK AND

STA. 236+91, 130.00' RT

CMP

W

W

CMP

W

WCMP

CMP W

W

W

FOC

TEL

TELTEL

TEL

TELTEL

PED

TEL

RCP

RCP

FOC

TEL

W

CMP

W

W

CMP

TBM#23

W

W

TBM#24

W

TEL

FOC

W

W

W

TEL

TEL

W

TEL

FOC

FOC

FOC

W

W

W

WV

W

WV

W W

B A

L A

N C

E P

N T

S T

A

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: RYAN PHILLIPS

Remove and replace pages B3, B8, B22, B27, B41, B46 and 113 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.)