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

Amendment A001Amendment A001

A - 7

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:CO FLAP MES18(1)

Project Name:18 Road

Amendment A001

A - 8

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

A0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0030 15215-1000 SURVEY AND STAKING, APPROACH ROAD

23 EACH $____________ $____________

A0050 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

9 EACH $____________ $____________

A0070 15215-5000 SURVEY AND STAKING, BOX CULVERT

2 EACH $____________ $____________

A0090 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

6.044 MILE $____________ $____________

A0110 15236-2000 SURVEY CONTROL, GRADE FINISHING

12.088 MILE $____________ $____________

A0130 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0150 15401-0000 CONTRACTOR TESTING (Contractor Furnished Lab)

ALL LPSM $___LPSM_____ $____________

A0170 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0190 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

A0210 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0230 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0250 20101-0000 CLEARING AND GRUBBING

22.0 ACRE $____________ $____________

A0270 20301-1900 REMOVAL OF PIPE CULVERT

12 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP MES18(1)

A - 9

A0290 20301-2400 REMOVAL OF SIGN

5 EACH $____________ $____________

A001 A0310 20302-0700 REMOVAL OF FENCE

6,690 LNFT $____________ $____________

A0330 20401-0000 ROADWAY EXCAVATION (CHANNEL GRADING)

800 CUYD $____________ $____________

A0350 20401-0000 ROADWAY EXCAVATION

40,500 CUYD $____________ $____________

A0370 20402-0000 SUBEXCAVATION

500 CUYD $____________ $____________

A0390 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

260 CUYD $____________ $____________

A0410 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4

80 CUYD $____________ $____________

A0430 25101-0600 PLACED RIPRAP, METHOD A, CLASS 6

170 CUYD $____________ $____________

A0470 30101-0000 AGGREGATE BASE

55,000 TON $____________ $____________

A0510 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

18,600 TON $____________ $____________

A0530 40105-3000 ANTISTRIP ADDITIVE, TYPE 3

190 TON $____________ $____________

A0570 40601-0000 FOG SEAL

50 TON $____________ $____________

A0590 40605-0000 BLOTTER

170 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP MES18(1)

A - 10

A0610 41102-1000 PRIME COAT, METHOD 1

112,000 SQYD $____________ $____________

A0630 41201-0000 TACK COAT

50 TON $____________ $____________

A0650 60103-0000 CONCRETE, HEADWALL (HEADWALL AND WINGWALLS FOR 12 FEET SPAN

X 10 FEET RISE BOX CULVERT)

2 EACH $____________ $____________

A0670 60103-0000 CONCRETE, HEADWALL (HEADWALL AND WINGWALLS FOR 9 FEET SPAN X

6 FEET RISE BOX CULVERT)

2 EACH $____________ $____________

A0690 60103-0260 CONCRETE, HEADWALL FOR 60-INCH PIPE CULVERT

2 EACH $____________ $____________

A0710 60201-0600 18-INCH PIPE CULVERT (CONCRETE PIPE)

70 LNFT $____________ $____________

A0730 60201-0800 24-INCH PIPE CULVERT (CONCRETE PIPE)

65 LNFT $____________ $____________

A0750 60201-1100 42-INCH PIPE CULVERT (CONCRETE PIPE)

70 LNFT $____________ $____________

A0770 60201-1400 60-INCH PIPE CULVERT (CONCRETE PIPE)

75 LNFT $____________ $____________

A0790 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(ELLIPTICAL CONCRETE)

150 LNFT $____________ $____________

A0810 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(ELLIPTICAL CONCRETE)

210 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP MES18(1)

A - 11

A0830 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (CONCRETE)

2 EACH $____________ $____________

A0850 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (CONCRETE)

2 EACH $____________ $____________

A0870 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT (CONCRETE)

2 EACH $____________ $____________

A0890 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (ELLIPTICAL CONCRETE)

4 EACH $____________ $____________

A0910 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (ELLIPTICAL CONCRETE)

6 EACH $____________ $____________

A0930 60220-2450 9 FEET SPAN, 6 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

76 LNFT $____________ $____________

A0950 60220-4150 12 FEET SPAN, 10 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

61 LNFT $____________ $____________

A001 A0970 61901-0900 FENCE, BARBED WIRE, 4 STRAND

6,690 LNFT $____________ $____________

A0990 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A1010 62201-0350 BACKHOE

80 HOUR $____________ $____________

A1030 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A1050 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

80 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP MES18(1)

A - 12

A1070 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A1090 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A1110 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

40 HOUR $____________ $____________

A1130 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

40 HOUR $____________ $____________

A1150 62406-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

21.0 ACRE $____________ $____________

A1170 62510-2000 SEEDING, HYDRAULIC METHOD

21.0 ACRE $____________ $____________

A1190 62515-2000 MULCHING, HYDRAULIC METHOD

21.0 ACRE $____________ $____________

A1210 63301-0000 SIGN SYSTEM

50 EACH $____________ $____________

A1230 63308-2000 OBJECT MARKER, TYPE 2

25 EACH $____________ $____________

A1250 63309-0000 DELINEATOR

580 EACH $____________ $____________

A1270 63316-1000 REMOVE AND RESET SIGN

5 EACH $____________ $____________

A1290 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

64.5 MILE $____________ $____________

A1310 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

5.0 MILE $____________ $____________

A1330 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP MES18(1)

A - 13

A1350 63501-3500 TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM

ALL LPSM $___LPSM_____ $____________

A1370 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A1390 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER

200 EACH $____________ $____________

A1410 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

106 EACH $____________ $____________

A1430 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

4 EACH $____________ $____________

A1450 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

2 EACH $____________ $____________

A1470 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

100 EACH $____________ $____________

A1490 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A1510 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN (Bipartisan

Infrastructure Law Sign)

1 EACH $____________ $____________

A1530 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

60 EACH $____________ $____________

A1550 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

3,700 HOUR $____________ $____________

A1570 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,900 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP MES18(1)

A - 14

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP MES18(1)

Project Name:18 Road

A0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

(Government Furnished Lab - See Page A-4)

Sheet and Description

B4 B5 B6 B7 B8 B9-10 B11

Grading Summary

Drainage Summary

Surfacing Summary

Permanent Pavement Marking

Summary

Permanent Signing

Summary

Miscellaneous Summaries

Temporary Traffic Control

Summary Allowance Bid Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0030 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 23 23

A0050 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 9 9

A0070 15215-5000 SURVEY AND STAKING, BOX CULVERT EACH 2 2

A0090 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 6.044 6.044

A0110 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 12.088 12.088

A0130 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0150 15401-0000 CONTRACTOR TESTING LPSM ALL

A0170 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0190 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0210 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0230 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0250 20101-0000 CLEARING AND GRUBBING ACRE 21.1 0.9 22.0

A0270 20301-1900 REMOVAL OF PIPE CULVERT EACH 12 12

A0290 20301-2400 REMOVAL OF SIGN EACH 2 3 5

A001 A0310 20302-0700 REMOVAL OF FENCE LNFT 6,547 143 6,690

A0330 20401-0000 ROADWAY EXCAVATION (CHANNEL GRADING) CUYD 760 40 800

A0350 20401-0000 ROADWAY EXCAVATION CUYD 38,196 2,304 40,500

A0370 20402-0000 SUBEXCAVATION CUYD 500 As directed by CO

A0390 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 89 144 27 260

A0410 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 74 6 80

A0430 25101-0600 PLACED RIPRAP, METHOD A, CLASS 6 CUYD 160 10 170

A0470 30101-0000 AGGREGATE BASE TON 52,233 2,767 55,000

A0510 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 17,720 880 18,600

A0530 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 178 12 190

A0570 40601-0000 FOG SEAL TON 45 5 50

A0590 40605-0000 BLOTTER TON 170

A0610 41102-1000 PRIME COAT, METHOD 1 SQYD 109,600 2,400 112,000

A0630 41201-0000 TACK COAT TON 46 4 50

A0650 60103-0000 CONCRETE, HEADWALL (HEADWALL AND WINGWALLS FOR 12 FEET

SPAN X 10 FEET RISE BOX CULVERT) EACH 2 2

A0670 60103-0000 CONCRETE, HEADWALL (HEADWALL AND WINGWALLS FOR 9 FEET

SPAN X 6 FEET RISE BOX CULVERT) EACH 2 2

A0690 60103-0260 CONCRETE, HEADWALL FOR 60-INCH PIPE CULVERT EACH 2 2

A0710 60201-0600 18-INCH PIPE CULVERT (CONCRETE PIPE) LNFT 64 6 70

A0730 60201-0800 24-INCH PIPE CULVERT (CONCRETE PIPE) LNFT 59 6 65

A0750 60201-1100 42-INCH PIPE CULVERT (CONCRETE PIPE) LNFT 64 6 70

A0770 60201-1400 60-INCH PIPE CULVERT (CONCRETE PIPE) LNFT 70 5 75

MileStone: Amendment A001 Amendment Review Date: 07/31/24 Report Date: 07/31/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

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2:

P

M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities

N

C O

\m es

(1

R oa dw ay

\C A D

D _S he et s\ B -S um m

B 1-

B

M

ES

_S

O Q

.x ls m ]S he et

STATE PROJECT

B1CO FLAP MES18(1)

18 ROADCO

SHEET

NUMBER

Grading Summary

Drainage Summary

Surfacing Summary

Permanent Pavement Marking

Summary

Permanent Signing

Summary

Miscellaneous Summaries

Temporary Traffic Control

Summary Allowance Bid Schedule

A0790 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE

CULVERT (ELLIPTICAL CONCRETE) LNFT 134 16 150

A0810 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE

CULVERT (ELLIPTICAL CONCRETE) LNFT 191 19 210

A0830 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (CONCRETE) EACH 2 2

A0850 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (CONCRETE) EACH 2 2

A0870 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT (CONCRETE) EACH 2 2

A0890 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT (ELLIPTICAL CONCRETE) EACH 4 4

A0910 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT (ELLIPTICAL CONCRETE) EACH 6 6

A0930 60220-2450 9 FEET SPAN, 6 FEET RISE PRECAST REINFORCED CONCRETE

BOX CULVERT LNFT 76 76

A0950 60220-4150 12 FEET SPAN, 10 FEET RISE PRECAST REINFORCED CONCRETE

BOX CULVERT LNFT 61 61

A001 A0970 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 6,547 143 6,690

A0990 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 80

A1010 62201-0350 BACKHOE HOUR 80

A1030 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A1050 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 80

A1070 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 40

A1090 62301-0000 GENERAL LABOR HOUR 80

A1110 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40

A1130 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40

A1150 62406-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH ACRE 20.8 0.2 21.0

A1170 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 20.8 0.2 21.0

A1190 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 20.8 0.2 21.0

A1210 63301-0000 SIGN SYSTEM EACH 34 16 50

A1230 63308-2000 OBJECT MARKER, TYPE 2 EACH 20 5 25

A1250 63309-0000 DELINEATOR EACH 569 11 580

A1270 63316-1000 REMOVE AND RESET SIGN EACH 1 4 5

A1290 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 64.1 0.4 64.5

A1310 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN MILE 4.9 0.1 5.0

A1330 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM LPSM All ALL

A1350 63501-3500 TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM LPSM All ALL

A1370 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

A1390 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 200 200

A1410 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 106 106

A1430 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 4 4

A1450 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 2 2

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MileStone: Amendment A001 Amendment Review Date: 07/31/24 Report Date: 07/31/24

N

C O

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(1

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\C A D

D _S he et s\ B -S um m

B 1-

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.x ls m ]S he et

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

STATE PROJECT

B2CO FLAP MES18(1)

18 ROADCO

SHEET

Grading Summary

Drainage Summary

Surfacing Summary

Permanent Pavement Marking

Summary

Permanent Signing

Summary

Miscellaneous Summaries

Temporary Traffic Control

Summary Allowance Bid Schedule

A1470 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 100 100

A1490 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

A1510 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN Special 2

(Bipartisan Infrastructure Law Sign) EACH 1 1

A1530 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 60 60

A1550 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 3,700 3,700

A1570 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1,900 1,900

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MileStone: Amendment A001 Amendment Review Date: 07/31/24 Report Date: 07/31/24

N

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D _S he et s\ B -S um m

B 1-

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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

STATE PROJECT

B3CO FLAP MES18(1)

18 ROADCO

SHEET

:4

A

M

J u ly

M is c e ll a n e o u s S u m m a r ie s

N

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OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 2

MISCELLANEOUS SUMMARIESRevised 8/1/2024

Amendment A001: Adjust fencing quantities.

STATE PROJECT

NUMBER

SHEET

CO

CO FLAP MES 18(1)

B10

18 ROAD

I N C

M P

.4

.8

O L D S

IG

N P

O S T

4788.4

18IN

CM

P

U S

A

A

4788.4

U S

A

BW

B W

BW

B W

BW

BW

BW

200'100'0

Scale in Feet

Construct fence, barbed wire, 4-strand

Remove fence

160+94 to 163+83, Lt.

Right lane

Left lane

Proposed profile

Existing ground

Revised 8/1/2024

Amendment A001: Update fence callouts.

0 +

N °5

'0 "W

N24°05'43 "W

N04°44'03"W

N °2

'0 "E e = 6.0%

'212.72L =

'109.76T =

'350.00R =

(RT)34°49'23"Δ =

160+13.74PI

e = 6.0% '118.27L = '59.70T = '350.00R =

(RT)19°21'40"Δ =

163+11.59PI

e = 6.0% '161.12L = '82.10T = '340.00R =

(RT)27°09'08"Δ =

168+57.39PI

e = 6.0% '407.36L = '242.07T = '300.00R =

(LT)77°48'00"Δ =

156+33.52PI

157+ 98.81

PT

159+ 03.98

PC

.7

P T 1

.8

C

.1

T

.2

169+ 36.41

PT

A

155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00

4,750 4,750

4,760 4,760

4,770 4,770

4,780 4,780

4,790 4,790

4,800 4,800

4,810 4,810

4,820 4,820

4,830 4,830

4,840 4,840

-6.00%

(LT)

+6.00%

(LT)

+6.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+6.00%

(LT)

+6.00%

(LT)

157+60.00 159+45.00 163+30.00 164+95.33 166+49.67 168+15.00 168+95.00164+12.67 167+32.33 170+00.00

+6.00%

(RT)

-6.00%

(RT)

-6.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-6.00%

(RT)

-6.00%

(RT)

+0.500%

+1.267%

+0.500%

.0

' VC300

391K =

'INFHLSD =

R e m o v e p ip e c u lv e rt

-i n c h

P

In s ta ll

-i n c h c o n c re te p ip e u lv e rt w it h e n d s e c ti o n

L t.

a n d

R t.

P la c e r ip ra p c la s s

L t.

A c c e s s m o v e p ip e c u lv e rt

-i n

P

In s ta ll

-i n c h c o n c re te p lv e rt w it h e n d s e c ti o n

L a d R t.

P la c e r ip ra p c la s s

L t.

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(M A

IN

d g n

STATE PROJECT

NUMBER

SHEET

CO

C5

4805 4805

4815 4815

IN

C

M P

.4

.4

U S

A

N O V

E H

IC

L E S

BW

BW

B W

BW

200'100'0

Scale in Feet

Construct fence, barbed wire, 4-strand Remove fence 175+40 to 176+20, Rt.

Right lane

Left lane

Proposed profile

Existing ground

Amendment A001: Update fence callouts.

Revised 8/1/2024

N22°25'04"E

N03° 25'

11" E

N19°40'25"E N10°40

'41"E

N47°26'18"E e = 6.0%

'170.21L =

'85.68T =

'600.00R =

(RT)16°15'14"Δ =

176+87.86PI

e = 6.0% '218.14L = '112.97T = '340.00R =

(RT)36°45'37"Δ =

182+53.45PI

e = 4.4% '397.89L = '200.79T = '1,200.00R =

(LT)18°59'53"Δ =

172+97.63PI

e = 5.4% '125.60L = '62.93T = '800.00R =

(LT)08°59'44"Δ =

180+21.71PI

.8

.3

.2

.1

T 1

.4

.6

170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00

4,770 4,770

4,780 4,780

4,790 4,790

4,800 4,800

4,810 4,810

4,820 4,820

4,830 4,830

4,840 4,840

4,850 4,850

-4.40%

(LT)

-4.40%

(LT)

+6.00%

(LT)

+6.00%

(LT)

-5.40%

(LT)

-5.40%

(LT)

+6.00%

(LT)

+6.00%

(LT) -4.00%

(LT)

171+25.00 174+65.00 176+45.00 177+30.00 179+95.00 180+45.00 181+80.00 183+15.00 184+45.00 185+00.00184+45.00

+4.40%

(RT)

+4.40%

(RT) -6.00%

(RT)

-6.00%

(RT)

+5.40%

(RT)

+5.40%

(RT)

-6.00%

(RT)

-6.00%

(RT)

+4.00%

(RT)

+1.247%

+1.267%

.0

' VC500

25559.85K =

'55415.86SSD =

R e m o v e p ip e c u lv e rt

-i n

P

In s ta ll

-i n c h c o n c re te p lv e rt s k e w e d

C o n s tr u c t c o n c re te h e a d w ll d w in g w a ll s f o r

-i n c h p lv e rt

L t.

a n d R t.

P la c e r ip ra p c la s s

L t.

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S h e

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M

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(M A

IN

d g n

STATE PROJECT

NUMBER

SHEET

CO

C6

BW

U S

A

.1

.4

.4

N O V

E H I C

L E S

I N C

M P

.4

IN

C

M P

A

200'100'0

Scale in Feet

Construct fence, barbed wire, 4-strand Remove fence 210+20 to 211+40, Rt.

Construct fence, barbed wire, 4-strand Remove fence 211+80 to 213+40, Rt.

Right lane

Left lane

Proposed profile

Existing ground

Amendment A001: Update fence callouts.

Revised 8/1/2024

N21°14'04"E

N09°0 7'57

"W e = 2.0% (RC)

'122.03L =

'61.02T =

'5,000.00R =

(RT)01°23'54"Δ =

213+00.63PI

e = 6.0% '265.00L = '135.69T = '500.00R =

(LT)30°22'01"Δ =

206+17.01PI

Construct fence, barbed wire, 4-strand Begin removal of fence 207+67, Lt.

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00

4,810 4,810

4,820 4,820

4,830 4,830

4,840 4,840

4,850 4,850

4,860 4,860

4,870 4,870

4,880 4,880

4,890 4,890

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-6.00%

(LT)

-6.00%

(LT) -2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+2.00%

(LT)

+2.00%

(LT)

+2.00%

(LT)

-2.00%

(LT)

200+61.18 204+42.33 205+25.00 207+05.00 207+87.67 211+73.00 212+55.00 213+50.00 214+32.00 215+00.00203+59.67 205+25.00 207+05.00 208+70.33 215+00.00

-2.00%

(RT)

-2.00%

(RT)

+6.00%

(RT)

+6.00%

(RT)

+6.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

+1.782%

+1.184%

.5

' VC300

502K =

'INFHLSD =

R e m o v e p ip e c u lv e rt

-i n

P

In s ta ll x e ll ip ti c a l c o n c re te p ip e c u lv e rt s k e w d t w it h e n d s e c ti o n L d R t.

P la c e r ip ra p c la s s

L t.

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-i n

P

In s ta ll

-i n c h c o n c re te p lv e rt s k e w e d a t w it d s e c ti o n L t.

a n d R t.

P la c e r ip ra p c la s s

L t.

:1

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P la n

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(M A

IN

d g n

STATE PROJECT

NUMBER

SHEET

CO

C8

1 1

(Tie both runs of wire to center post)

BRACE PANEL

INTERMEDIATE

NOTE:

3.

4.

5.

6.

7.

1.

2.

Metal line posts with studded face will be acceptable in lieu of drilled or punched holes.

Line posts are to be metal. Brace posts are to be wooden.

the posts is optional.

Furnish metal posts with a weather resistant green, baked-enamel finish which is also resistant to the shock of driving operations. White paint on the top portion of

Install smooth wire on top and bottom strands and barbed wire on center strands.

into posts 1", and nail with 4-40d nails at each end. Loop brace tension wires completely around the posts and firmly staple to prevent slippage.

Staple every strand of barbed wire to each wood post, and tie every strand of barbed wire to each metal post, in accordance with standard procedure. Mortise braces each side of the gate bracing, except where another brace panel exists within 165' of the gate bracing.

Place brace panels at uniform intervals of not more than 660'. In addition to brace panels adjacent to the standard gate, place a brace panel 33'

Place brace panels at all corners, ends, intersections and gates. Also place brace panels at all changes in alignment and grade in excess of 20 degrees.

steel. Latch is a chain with a closeable hook on one end, firmly stapled to the post. All fittings are galvanized.

or 4" spacing; or alternatively, chain link fabric may be used. Gate has adjustable hinges and a diagonal, adjustable, sag rod consisting of 3/8 " galvanized

Two braces at third points are required for gates over 14' wide. Woven wire mesh is as specified above, except that cross wires may be either a 2"

Standard gates are 3'-6" high, consisting of a 1 1/8 " O.D. galvanized steel tubular frame, and vertical braces at midpoint for gates 14' wide or less.

long, .015" galvanized. For metal posts install 9 1/2 gage (min.) galvanized tie wire.

Wire stays are double strand, twisted, 9 1/2 gage galvanized. Brace tension wires are double strand, twisted, 8 gage galvanized. For wood posts staples are 1 1/2 " barbs, maximum of 4" apart. Minimum net weight is 78 pounds per 80-rod steel

Barbed and smooth wire conforms to ASTM A121, Class I, and are two strands of 12 1/2 gage galvanized wire, twisted, having two point, double wrap, 14 gage round the circumference and dividing by 3.14.

Wood Brace panel posts and horizontal braces have a minimum diameter of 6" and have a minimum length of 7'. Determine the diameters by measuring

0.5 lb Chromated Copper Arsenate

0.5 lb Pentachlorophenol preservative per cubic foot of wood shall be:

with AASHTO 133 using either Pentachlorophenal or Chromated Copper Arsenate. Minimum net retention of

Wood posts are made from West Coast Douglas Fir, Ponderosa Pine, or Lodgepole Pine. Wood posts are treated in accordance

NO SCALENO SCALE

WITH WOOD POST

WIRE FENCES

619-B

8.

9.

Brace Brace Brace Brace

Pay Limits for Fence Pay Limits for Fence

Pay Limits for Gate

Equally Spaced

4 Wire Stays

WIRE GATE

BRACE PANEL BRACE PANEL

Pay Limits for Gate

Line

Ground

4 strand barbed wire

Wires

Brace Tension

Posts

Panel Brace

Wood

Barbed Wire

Pay Limits for Gate

2"x2" 2"x2"

Wire Loops gage2 12-12

Wire Loops gage2 14- 12

Stays

32" Wire plate

Anchor

Metal line post

Tie wires

Posts

Panel Brace

Wood

Line

Ground

4 strand barbed wire

Barbed Wire

Stays

32" Wire Tie wires

10.

Metal line post

Plate

Anchor

Revised 8/1/2024

Ammendment A001: Adjust metal post length.

7'-0"7'-0"

7'-0" 7'-0"

14' (min.) - 20' (max.)

7'-0" 7'-0" 8'-3" 8'-3"

16'-6"

"6

16'-6"

8'-3" m in

8'-3"8'-3"

16'-6"

" 6

16'-6"

8'-3" m in

:5

M a y

C

C O

\m e s

\R o a d w a y

\C A

D D

S h e e ts

\T

\T

C

.d g n

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

NUMBER

SHEET

CO

T11

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