A002 Horsetooth 11.22.2024.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

3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER

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

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)

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)

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

2. AMENDMENT/MODIFICATION NUMBER

A002

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: LESLIE KARSTEN

9A. AMENDMENT OF SOLICITATION NUMBER

6982AF24B000022

5. PROJECT NUMBER (If applicable)

CO FLAP LAR 10(1)

11.22.2024

9B. DATED (SEE ITEM 11)

10.29.2024

0*

*See Item 14

HFLCEO240417PR

X

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

IFB

Remove and replace sheets A-7 thru A-24, E-24, E-39, E-44, E-51, E-54, E-67 with the attached corresponding pages.

Plans Remove and replace sheets B1 thru B7, B10, B14, C27 thru C29, C58 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.)

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.

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 LAR 10(1)

Project Name:Horsetooth Res and Carter Lake

Amendment A002 11.22.2024

A - 8

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

A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A1001 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

1.520 MILE $____________ $____________

A1002 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

22 EACH $____________ $____________

A1003 15215-7000 SURVEY AND STAKING, PARKING AREA

5 EACH $____________ $____________

A1004 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

3.040 MILE $____________ $____________

A1005 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A1006 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1007 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A1008 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

A1009 15706-0200 SOIL EROSION CONTROL, CHECK DAM (Permanent)

65 EACH $____________ $____________

A1010 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A1011 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A1012 20101-0000 CLEARING AND GRUBBING

17.7 ACRE $____________ $____________

A1013 20301-0100 REMOVAL OF BOLLARD

5 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP LAR 10(1)

Project Name:Horsetooth Res and Carter Lake

(Contractor-Furnished Lab)

A - 9

A1014 20301-0700 REMOVAL OF DELINEATOR

7 EACH $____________ $____________

A1015 20301-1600 REMOVAL OF MAILBOX

8 EACH $____________ $____________

A1016 20301-2400 REMOVAL OF SIGN

41 EACH $____________ $____________

A1017 20301-3400 REMOVAL OF WHEELSTOP

115 EACH $____________ $____________

A1018 20302-0500 REMOVAL OF CURB, CONCRETE

10 LNFT $____________ $____________

A1019 20302-0625 REMOVAL OF CURB, LOG

80 LNFT $____________ $____________

A1020 20302-2100 REMOVAL OF PIPE CULVERT

60 LNFT $____________ $____________

A1021 20302-2600 REMOVAL OF PAVEMENT MARKINGS

5,694 LNFT $____________ $____________

A1022 20303-0300 REMOVAL OF CONCRETE

183 SQYD $____________ $____________

A002 A1023 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

1,045 SQYD $____________ $____________

A1024 20401-0000 ROADWAY EXCAVATION

22,000 CUYD $____________ $____________

A1025 20441-0000 WASTE

11,130 CUYD $____________ $____________

A1026 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

A1027 21101-1000 ROADWAY OBLITERATION, METHOD 1

700 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP LAR 10(1)

A - 10

A1028 25101-0700 PLACED RIPRAP, METHOD A, CLASS 7 (mixed with topsoil)

110 CUYD $____________ $____________

A1029 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2

55 CUYD $____________ $____________

A1030 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3

30 CUYD $____________ $____________

A1031 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

33 CUYD $____________ $____________

A1032 25126-0000 REMOVE AND RESET BOULDER

159 EACH $____________ $____________

A1034 30101-0000 AGGREGATE BASE

14,000 TON $____________ $____________

A1035 30203-2120 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE, 4-INCH DEPTH

1,110 SQYD $____________ $____________

A002 A1036 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

9,300 TON $____________ $____________

A1037 41201-0000 TACK COAT

20 TON $____________ $____________

A1038 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

1,460 SQYD $____________ $____________

A1039 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

690 SQYD $____________ $____________

A1040 60201-0600 18-INCH PIPE CULVERT

620 LNFT $____________ $____________

A1041 60201-0800 24-INCH PIPE CULVERT

230 LNFT $____________ $____________

A1042 60201-0900 30-INCH PIPE CULVERT

22 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP LAR 10(1)

A - 11

A1043 60201-1000 36-INCH PIPE CULVERT

25 LNFT $____________ $____________

A002 A1044 60201-1100 42-INCH PIPE CULVERT

34 LNFT $____________ $____________

A1045 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

9 EACH $____________ $____________

A1046 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

7 EACH $____________ $____________

A1047 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

2 EACH $____________ $____________

A1048 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT

2 EACH $____________ $____________

A1049 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT

1 EACH $____________ $____________

A1050 60212-0800 ELBOW, 24-INCH

2 EACH $____________ $____________

A1051 60401-0000 MANHOLE (CDS Model 3030-6)

1 EACH $____________ $____________

A1052 60401-0000 MANHOLE (CDS Model 3025-6)

2 EACH $____________ $____________

A1053 60401-0000 MANHOLE (CDS Model 3020-6)

1 EACH $____________ $____________

A1054 60401-0000 MANHOLE (with dome grate)

1 EACH $____________ $____________

A1055 60401-0000 MANHOLE (CDS MODEL 4030-8)

1 EACH $____________ $____________

A1056 60403-0000 INLET (CMP riser pipe)

5 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP LAR 10(1)

A - 12

A1057 60403-0000 INLET (Basin forebay)

1 EACH $____________ $____________

A1058 60415-0000 TRENCH DRAIN

3 EACH $____________ $____________

A1059 60420-0000 OUTLET STRUCTURE

1 EACH $____________ $____________

A1060 60704-0000 CLEANING CULVERT IN PLACE

6 EACH $____________ $____________

A1061 60801-0400 PAVED WATERWAY, TYPE 4

41 SQYD $____________ $____________

A1062 60901-1700 CURB, CONCRETE, 18-INCH DEPTH

200 LNFT $____________ $____________

A1063 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

2,360 LNFT $____________ $____________

A1064 60905-1000 GUTTER, CONCRETE (4' valley gutter)

240 LNFT $____________ $____________

A1065 60915-1000 WHEELSTOP, CONCRETE

170 EACH $____________ $____________

A1066 60920-0000 RESET WHEELSTOP

63 EACH $____________ $____________

A1067 61104-0400 VALVE, GATE (Flap)

5 EACH $____________ $____________

A1068 61114-8000 WATER SYSTEM ACCESSORY, REDUCER

1 EACH $____________ $____________

A1069 61501-0100 SIDEWALK, CONCRETE

550 SQYD $____________ $____________

A1070 61509-0000 DETECTABLE WARNING PANELS

22 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP LAR 10(1)

A - 13

A1071 61904-0000 BOLLARD POST

1 EACH $____________ $____________

A1072 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

93 HOUR $____________ $____________

A1073 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

A1074 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

900 SQYD $____________ $____________

A1075 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

16,120 SQYD $____________ $____________

A1076 62511-2000 SEEDING, HYDRAULIC METHOD

17,020 SQYD $____________ $____________

A1077 63301-0000 SIGN SYSTEM

52 EACH $____________ $____________

A1078 63309-0000 DELINEATOR

5 EACH $____________ $____________

A1079 63316-1000 REMOVE AND RESET SIGN

41 EACH $____________ $____________

A1080 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

300 LNFT $____________ $____________

A1081 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

13.3 MILE $____________ $____________

A1082 63405-0050 PAVEMENT MARKINGS, SYMBOLS (AND WORDS)

2 EACH $____________ $____________

A1083 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW

2 EACH $____________ $____________

A1084 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

28 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP LAR 10(1)

A - 14

A1085 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

15 EACH $____________ $____________

A1086 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A1087 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A1088 63601-3000 SYSTEM INSTALLATION, ELECTRICAL (two rectangular-rapid flashing beacons)

ALL LPSM $___LPSM_____ $____________

A1089 64603-0200 FIXTURE, MAILBOX

8 EACH $____________ $____________

A1090 64603-1000 FIXTURE, VAULT TOILET (Site preparation)

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CO FLAP LAR 10(1)

Project Name:Horsetooth Res and Carter Lake

A1006 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

(Government-Furnished Lab)

BID ALTERNATE ITEM SEE PAGE A-4

A - 15

X3000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X3001 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

0.440 MILE $____________ $____________

X3002 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

3 EACH $____________ $____________

X3003 15215-7000 SURVEY AND STAKING, PARKING AREA

2 EACH $____________ $____________

X3004 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.880 MILE $____________ $____________

X3005 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X3006 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X3007 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X3008 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

X3009 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

X3010 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X3011 20101-0000 CLEARING AND GRUBBING

3.6 ACRE $____________ $____________

X3012 20301-2400 REMOVAL OF SIGN

9 EACH $____________ $____________

X3013 20301-3400 REMOVAL OF WHEELSTOP

65 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP LAR 10(1)

Project Name:Horsetooth Res and Carter Lake

A - 16

X3014 20301-3420 REMOVAL OF SPEED HUMP

5 EACH $____________ $____________

X3015 20302-0400 REMOVAL OF CURB, ASPHALT

120 LNFT $____________ $____________

X3016 20302-2600 REMOVAL OF PAVEMENT MARKINGS

2,333 LNFT $____________ $____________

A002 X3017 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

90 SQYD $____________ $____________

A002 X3018 20315-0000 SAWCUTTING PAVEMENT

1,670 LNFT $____________ $____________

X3019 20401-0000 ROADWAY EXCAVATION

1,500 CUYD $____________ $____________

X3020 20421-0000 ROCK EXCAVATION

50 CUYD $____________ $____________

X3021 20441-0000 WASTE

210 CUYD $____________ $____________

X3022 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

X3023 25126-0000 REMOVE AND RESET BOULDER

14 EACH $____________ $____________

X3024 30101-0000 AGGREGATE BASE

6,000 TON $____________ $____________

X3026 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH

23,400 SQYD $____________ $____________

X3027 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

7,700 TON $____________ $____________

X3028 41201-0000 TACK COAT

20 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP LAR 10(1)

A - 17

X3029 41301-0700 ASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH

140 SQYD $____________ $____________

X3030 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

429 SQYD $____________ $____________

X3031 60201-0600 18-INCH PIPE CULVERT

60 LNFT $____________ $____________

X3032 60401-0000 MANHOLE (CDS Model 4030-8)

1 EACH $____________ $____________

X3033 60401-0000 MANHOLE (CDS Model 5653-10)

1 EACH $____________ $____________

X3034 60404-1000 CATCH BASIN, FLH TYPE 1

1 EACH $____________ $____________

X3035 60704-0000 CLEANING CULVERT IN PLACE

1 EACH $____________ $____________

X3036 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

985 LNFT $____________ $____________

X3037 60905-1000 GUTTER, CONCRETE (2' valley gutter)

250 LNFT $____________ $____________

X3038 60920-0000 RESET WHEELSTOP

225 EACH $____________ $____________

X3039 61104-0400 VALVE, GATE (Flap)

2 EACH $____________ $____________

X3040 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

26 HOUR $____________ $____________

X3041 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

X3042 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

2,170 SQYD $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP LAR 10(1)

A - 18

X3043 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

1,800 SQYD $____________ $____________

X3044 62511-2000 SEEDING, HYDRAULIC METHOD

3,975 SQYD $____________ $____________

X3045 63301-0000 SIGN SYSTEM

12 EACH $____________ $____________

X3046 63309-0000 DELINEATOR

6 EACH $____________ $____________

X3047 63316-1000 REMOVE AND RESET SIGN

19 EACH $____________ $____________

X3048 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED

1,066 LNFT $____________ $____________

X3049 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

9.4 MILE $____________ $____________

X3050 63405-0050 PAVEMENT MARKINGS, SYMBOLS (AND WORDS)

11 EACH $____________ $____________

X3051 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW

4 EACH $____________ $____________

X3052 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

30 EACH $____________ $____________

X3053 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

7 EACH $____________ $____________

X3054 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

X3055 64620-0000 REMOVE AND RESET (backup spike)

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP LAR 10(1)

A - 19

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CO FLAP LAR 10(1)

Project Name:Horsetooth Res and Carter Lake

X3006 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

(Government-Furnished Lab)

A - 20

Y5000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y5001 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

0.230 MILE $____________ $____________

Y5002 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

4 EACH $____________ $____________

Y5003 15215-7000 SURVEY AND STAKING, PARKING AREA

1 EACH $____________ $____________

Y5004 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES

0.460 MILE $____________ $____________

Y5005 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y5006 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y5007 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y5008 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

Y5009 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

Y5010 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

Y5011 20101-0000 CLEARING AND GRUBBING

4.5 ACRE $____________ $____________

Y5012 20301-0700 REMOVAL OF DELINEATOR

1 EACH $____________ $____________

Y5013 20301-2400 REMOVAL OF SIGN

15 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FLAP LAR 10(1)

Project Name:Horsetooth Res and Carter Lake

A - 21

Y5014 20301-3400 REMOVAL OF WHEELSTOP

51 EACH $____________ $____________

Y5015 20301-3420 REMOVAL OF SPEED HUMP

1 EACH $____________ $____________

Y5016 20302-0500 REMOVAL OF CURB, CONCRETE

450 LNFT $____________ $____________

Y5017 20303-0300 REMOVAL OF CONCRETE

167 SQYD $____________ $____________

Y5018 20401-0000 ROADWAY EXCAVATION

2,400 CUYD $____________ $____________

Y5019 20441-0000 WASTE

1,200 CUYD $____________ $____________

Y5020 20820-0000 DEWATERING

ALL LPSM $___LPSM_____ $____________

Y5021 25126-0000 REMOVE AND RESET BOULDER

10 EACH $____________ $____________

Y5022 30101-0000 AGGREGATE BASE

5,500 TON $____________ $____________

Y5024 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

3,700 TON $____________ $____________

Y5025 41201-0000 TACK COAT

10 TON $____________ $____________

Y5026 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH

222 SQYD $____________ $____________

Y5027 60201-0600 18-INCH PIPE CULVERT

130 LNFT $____________ $____________

Y5028 60401-0000 MANHOLE (CDS Model 5668-10)

1 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FLAP LAR 10(1)

A - 22

Y5029 60404-1000 CATCH BASIN, FLH TYPE 1

3 EACH $____________ $____________

Y5030 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

490 LNFT $____________ $____________

Y5031 60905-1000 GUTTER, CONCRETE (4' valley gutter)

440 LNFT $____________ $____________

Y5032 60920-0000 RESET WHEELSTOP

120 EACH $____________ $____________

Y5033 61104-0400 VALVE, GATE (Flap)

1 EACH $____________ $____________

Y5034 61501-0100 SIDEWALK, CONCRETE

25 SQYD $____________ $____________

Y5035 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

33 HOUR $____________ $____________

Y5036 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

20 HOUR $____________ $____________

Y5037 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

1,030 SQYD $____________ $____________

Y5038 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

645 SQYD $____________ $____________

Y5039 62511-2000 SEEDING, HYDRAULIC METHOD

1,675 SQYD $____________ $____________

Y5040 63301-0000 SIGN SYSTEM

11 EACH $____________ $____________

Y5041 63309-0000 DELINEATOR

1 EACH $____________ $____________

Y5042 63316-1000 REMOVE AND RESET SIGN

10 EACH $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FLAP LAR 10(1)

A - 23

Y5043 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED

580 LNFT $____________ $____________

Y5044 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

5.4 MILE $____________ $____________

Y5045 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

11 EACH $____________ $____________

Y5046 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

8 EACH $____________ $____________

Y5047 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Y5048 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,200 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:CO FLAP LAR 10(1)

Project Name:Horsetooth Res and Carter Lake

Y5006 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

(Government-Furnished Lab)

A - 24

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 8)

Schedule X - Option(A - 15)

Schedule Y - Option(A - 20)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:CO FLAP LAR 10(1)

152.05 Survey and Staking Requirements.

(South Bay Parking Lot A, South Bay

Parking Lot B, and Inlet Bay Parking Lot) The other 3/4 of each parking lot will be open to public traffic.

These sites must be open to public traffic Thursdays through Sundays Memorial Day to Labor Day.

u Maintain two-way traffic on CR 38E during construction.

v Maintain access to the main building and restroom at Inlet Bay during April and September

Do not measure rolled erosion control product for permanent check dams for payment.

Measurement

Do not measure aggregate base under curb and gutter for payment.

Provide a Colorado Department of Transportation (CDOT) SX(75) mix with PG 64-28 binder for all lifts. Provide a binder designated according to AASHTO M 320.

Conform to current state department of transportation material specifications for asphalt concrete.

(a) Type 1. Delete the text and substitute the following:

Submit a state department of transportation JMF approved within the past 12 months for approval at least 30 days before production that meets the current state department requirements.

For each proposed JMF, submit production certification conforming to state department of transportation specifications. Submit the strength, quality, and gradation specifications for the asphalt concrete mix. Include copies of laboratory test reports and demonstrate aggregate, asphalt binder, additive, and mix properties meet state department of transportation specifications.

Submit a representative 100-pound loose mix sample 21 days before placement.

Delete Table 403-1.

Leslie.Karsten Cross-Out

Cross-Out

Apply glass beads to roadway pavement markings. Glass beads are not required for parking lot pavement markings.

Cross-Out

Sheet and Description

B8-9 B10 B11-12 B13 B14 B15

Grading Surfacing Drainage

Survey & Staking, Misc. Earthwork, Topsoil & Seeding, Chek Dam

Removal, Riprap &

Boulder, Fence & Post

Curb, Gutter, Sidewalk, &

Wheelstop, Misc. Site Furnishings, Permanent and Temporary Traffic

Control

Allowance Bid

Schedule

A1000 15101-0000 MOBILIZATION LPSM ALL

A1001 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE MILE 1.520 1.520

A1002 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 22 22

A1003 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 5 5

A1004 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES MILE 3.040 3.040

A1005 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A1006 15401-0000 CONTRACTOR TESTING LPSM ALL

A1007 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A1008 15701-0000 SOIL EROSION CONTROL LPSM ALL

A1009 15706-0200 SOIL EROSION CONTROL, CHECK DAM (Permanent) Along Eagle

EACH 65 65 Campground Road

A1010 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A1011 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A1012 20101-0000 CLEARING AND GRUBBING ACRE 17.2 0.5 17.7

A1013 20301-0100 REMOVAL OF BOLLARD EACH 5 5

A1014 20301-0700 REMOVAL OF DELINEATOR EACH 7 7

A1015 20301-1600 REMOVAL OF MAILBOX EACH 8 8

A1016 20301-2400 REMOVAL OF SIGN EACH 41 41

A1017 20301-3400 REMOVAL OF WHEELSTOP EACH 115 115

A1018 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 10 10

A1019 20302-0625 REMOVAL OF CURB, LOG LNFT 72 8 80

A1020 20302-2100 REMOVAL OF PIPE CULVERT LNFT 60 60

A1021 20302-2600 REMOVAL OF PAVEMENT MARKINGS LNFT 5,694 5,694

A1022 20303-0300 REMOVAL OF CONCRETE SQYD 183 183

A002 A1023 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 1,045 1,045

A1024 20401-0000 ROADWAY EXCAVATION CUYD 19,862 2,138 22,000

A1025 20441-0000 WASTE CUYD 10,854 276 11,130

A1026 20820-0000 DEWATERING LPSM ALL

A1027 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 620 80 700

A1028 25101-0700 PLACED RIPRAP, METHOD A, CLASS 7 (mixed with topsoil) CUYD 104 6 110

A1029 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2 CUYD 51 4 55

A1030 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 CUYD 25 5 30

A1031 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 30 3 33

A1032 25126-0000 REMOVE AND RESET BOULDER EACH 159 159

A1034 30101-0000 AGGREGATE BASE TON 13,433 567 14,000

A1035 30203-2120 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE, 4-INCH

DEPTH SQYD 1,060 50 1,110

A002 A1036 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 9,043 257 9,300

A1037 41201-0000 TACK COAT TON 17 3 20

MileStone: Amendment A002

Amendment Review Date: 11/21/24

Report Date: 11/21/24

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -N o v -2

:3 P

M

Remarks and/or

Determination of

Estimated Quantity

Pay Item Description Unit

Estimated

Quantities

F

.0

C

F L H

D

H o rs e to o th a n d C a rt e r

L a k e R e s e rv o ir s

.0

H

R

C L P

D S \W o rk

O rd e r

\4

W o rk in g \E

E B A C S

A B S h e e ts

E E B A C S .x ls m

]S h e e t

STATE PROJECT

B1

CO FLAP LAR 10(1)

CO

SHEET

NUMBER

HORSETOOTH & CARTER LAKE RES.

11.21.2024

Grading Surfacing Drainage

Survey & Staking, Misc. Earthwork, Topsoil & Seeding, Chek Dam

Removal, Riprap &

Boulder, Fence & Post

Curb, Gutter, Sidewalk, &

Wheelstop, Misc. Site Furnishings, Permanent and Temporary Traffic

Control

Allowance Bid

Schedule

A1039 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH SQYD 690 690

A1040 60201-0600 18-INCH PIPE CULVERT LNFT 593 27 620

A1041 60201-0800 24-INCH PIPE CULVERT LNFT 217 13 230

A1042 60201-0900 30-INCH PIPE CULVERT LNFT 21 1 22

A1043 60201-1000 36-INCH PIPE CULVERT LNFT 24 1 25

A002 A1044 60201-1100 42-INCH PIPE CULVERT LNFT 32 2 34

A1045 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 9 9

A1046 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 7 7

A1047 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 2 2

A1048 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 2 2

A1049 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT EACH 1 1

A1050 60212-0800 ELBOW, 24-INCH EACH 2 2

A1051 60401-0000 MANHOLE (CDS Model 3030-6) EACH 1 1

A1052 60401-0000 MANHOLE (CDS Model 3025-6) EACH 2 2

A1053 60401-0000 MANHOLE (CDS Model 3020-6) EACH 1 1

A1054 60401-0000 MANHOLE (with dome grate) EACH 1 1

A1055 60401-0000 MANHOLE (CDS MODEL 4030-8) EACH 1 1

A1056 60403-0000 INLET (CMP riser pipe) EACH 5 5

A1057 60403-0000 INLET (Basin forebay) EACH 1 1

A1058 60415-0000 TRENCH DRAIN EACH 3 3

A1059 60420-0000 OUTLET STRUCTURE EACH 1 1

A1060 60704-0000 CLEANING CULVERT IN PLACE EACH 6 6

A1061 60801-0400 PAVED WATERWAY, TYPE 4 SQYD 41 41

A1062 60901-1700 CURB, CONCRETE, 18-INCH DEPTH LNFT 194 6 200

A1063 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 2,312 48 2,360

A1064 60905-1000 GUTTER, CONCRETE (4' valley gutter) LNFT 234 6 240

A1065 60915-1000 WHEELSTOP, CONCRETE EACH 167 3 170

A1066 60920-0000 RESET WHEELSTOP EACH 63 63

A1067 61104-0400 VALVE, GATE (Flap) EACH 5 5

A1068 61114-8000 WATER SYSTEM ACCESSORY, REDUCER EACH 1 1

A1069 61501-0100 SIDEWALK, CONCRETE SQYD 530 20 550

A1070 61509-0000 DETECTABLE WARNING PANELS SQYD 22 22

A1071 61904-0000 BOLLARD POST EACH 1 1

A1072 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 93

A1073 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

A1074 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH SQYD 862 38 900

A1075 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 15,351 769 16,120

A1076 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 16,213 807 17,020

A1077 63301-0000 SIGN SYSTEM EACH 52 52

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:3 P

M

MileStone: Amendment A002

Amendment Review Date: 11/21/24

Report Date: 11/21/24

F

.0

C

F L H

D

H o rs e to o th a n d C a rt e r

L a k e R e s e rv o ir s

.0

H

R

C L P

D S \W o rk

O rd e r

\4

W o rk in g \E

E B A C S

A B S h e e ts

E E B A C S .x ls m

]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number

STATE PROJECT

B2

CO FLAP LAR 10(1)

CO

SHEET

NUMBER

HORSETOOTH & CARTER LAKE RES.

Grading Surfacing Drainage

Survey & Staking, Misc. Earthwork, Topsoil & Seeding, Chek Dam

Removal, Riprap &

Boulder, Fence & Post

Curb, Gutter, Sidewalk, &

Wheelstop, Misc. Site Furnishings, Permanent and Temporary Traffic

Control

Allowance Bid

Schedule

A1079 63316-1000 REMOVE AND RESET SIGN EACH 41 41

A1080 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN LNFT 300 300

A1081 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 13.3 13.3

A1082 63405-0050 PAVEMENT MARKINGS, SYMBOLS (AND WORDS) EACH 2 2

A1083 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW EACH 2 2

A1084 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 28 28

A1085 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 15 15

A1086 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A1087 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE

MESSAGE SIGN EACH 2 2

A1088 63601-3000 SYSTEM INSTALLATION, ELECTRICAL (two rectangular-rapid flashing beacons) LPSM All ALL

A1089 64603-0200 FIXTURE, MAILBOX EACH 8 8

A1090 64603-1000 FIXTURE, VAULT TOILET (Site preparation) EACH 2 2

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:3 P

M

MileStone: Amendment A002

Amendment Review Date: 11/21/24

Report Date: 11/21/24

F

.0

C

F L H

D

H o rs e to o th a n d C a rt e r

L a k e R e s e rv o ir s

.0

H

R

C L P

D S \W o rk

O rd e r

\4

W o rk in g \E

E B A C S

A B S h e e ts

E E B A C S .x ls m

]S h e e t

(3

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number

STATE PROJECT

B3

CO FLAP LAR 10(1)

CO

SHEET

NUMBER

HORSETOOTH & CARTER LAKE RES.

Grading Surfacing Drainage

Survey & Staking, Misc. Earthwork, Topsoil & Seeding, Chek Dam

Removal, Riprap &

Boulder, Fence & Post

Curb, Gutter, Sidewalk, &

Wheelstop, Misc. Site Furnishings, Permanent and Temporary Traffic

Control

Allowance Bid

Schedule

X3000 15101-0000 MOBILIZATION LPSM ALL

X3001 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE MILE 0.440 0.440

X3002 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 3 3

X3003 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 2 2

X3004 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES MILE 0.880 0.880

X3005 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X3006 15401-0000 CONTRACTOR TESTING LPSM ALL

X3007 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X3008 15701-0000 SOIL EROSION CONTROL LPSM ALL

X3009 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

X3010 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X3011 20101-0000 CLEARING AND GRUBBING ACRE 3.5 0.1 3.6

X3012 20301-2400 REMOVAL OF SIGN EACH 9 9

X3013 20301-3400 REMOVAL OF WHEELSTOP EACH 65 65

X3014 20301-3420 REMOVAL OF SPEED HUMP EACH 5 5

X3015 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 116 4 120

X3016 20302-2600 REMOVAL OF PAVEMENT MARKINGS LNFT 2,333 2,333

A002 X3017 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 90 90

A002 X3018 20315-0000 SAWCUTTING PAVEMENT LNFT 1,656 14 1,670

X3019 20401-0000 ROADWAY EXCAVATION CUYD 1,345 155 1,500

X3020 20421-0000 ROCK EXCAVATION CUYD 43 7 50

X3021 20441-0000 WASTE CUYD 202 8 210

X3022 20820-0000 DEWATERING LPSM ALL

X3023 25126-0000 REMOVE AND RESET BOULDER EACH 14 14

X3024 30101-0000 AGGREGATE BASE TON 5,783 217 6,000

X3026 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH SQYD 22,263 1,137 23,400

X3027 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 7,443 257 7,700

X3028 41201-0000 TACK COAT TON 15 5 20

X3029 41301-0700 ASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH SQYD 136 4 140

X3030 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH SQYD 429 429

X3031 60201-0600 18-INCH PIPE CULVERT LNFT 59 1 60

X3032 60401-0000 MANHOLE (CDS Model 4030-8) EACH 1 1

X3033 60401-0000 MANHOLE (CDS Model 5653-10) EACH 1 1

X3034 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 1 1

X3035 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1

X3036 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 966 19 985

X3037 60905-1000 GUTTER, CONCRETE (2' valley gutter) LNFT 242 8 250

X3038 60920-0000 RESET WHEELSTOP EACH 221 4 225

X3039 61104-0400 VALVE, GATE (Flap) EACH 2 2

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:3 P

M

MileStone: Amendment A002

Amendment Review Date: 11/21/24

Report Date: 11/21/24

F

.0

C

F L H

D

H o rs e to o th a n d C a rt e r

L a k e R e s e rv o ir s

.0

H

R

C L P

D S \W o rk

O rd e r

\4

W o rk in g \E

E B A C S

A B S h e e ts

E E B A C S .x ls m

]S h e e t

(4

SUMMARY OF QUANTITIES - Option X

A

M

E

N

D

Line

Item

No.

Pay Item

Number

STATE PROJECT

B4

CO FLAP LAR 10(1)

CO

SHEET

NUMBER

HORSETOOTH & CARTER LAKE RES.

Grading Surfacing Drainage

Survey & Staking, Misc. Earthwork, Topsoil & Seeding, Chek Dam

Removal, Riprap &

Boulder, Fence & Post

Curb, Gutter, Sidewalk, &

Wheelstop, Misc. Site Furnishings, Permanent and Temporary Traffic

Control

Allowance Bid

Schedule

X3041 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

X3042 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH SQYD 2,066 104 2,170

X3043 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 1,718 82 1,800

X3044 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 3,784 191 3,975

X3045 63301-0000 SIGN SYSTEM EACH 12 12

X3046 63309-0000 DELINEATOR EACH 6

X3047 63316-1000 REMOVE AND RESET SIGN EACH 19 19

X3048 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED LNFT 1,066 1,066

X3049 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 9.4 9.4

X3050 63405-0050 PAVEMENT MARKINGS, SYMBOLS (AND WORDS) "PREP" and "THRU"

EACH 11 11 markings

X3051 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW EACH 4 4 CR 38E

X3052 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 30 30

X3053 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 7 7

X3054 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

X3055 64620-0000 REMOVE AND RESET (backup spike) EACH 1 1 (South Bay)

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:3 P

M

MileStone: Amendment A002

Amendment Review Date: 11/21/24

Report Date: 11/21/24

F

.0

C

F L H

D

H o rs e to o th a n d C a rt e r

L a k e R e s e rv o ir s

.0

H

R

C L P

D S \W o rk

O rd e r

\4

W o rk in g \E

E B A C S

A B S h e e ts

E E B A C S .x ls m

]S h e e t

(5

SUMMARY OF QUANTITIES - Option X

A

M

E

N

D

Line

Item

No.

Pay Item

Number

STATE PROJECT

B5

CO FLAP LAR 10(1)

CO

SHEET

NUMBER

HORSETOOTH & CARTER LAKE RES.

Grading Surfacing Drainage

Survey & Staking, Misc. Earthwork, Topsoil & Seeding, Chek Dam

Removal, Riprap &

Boulder, Fence & Post

Curb, Gutter, Sidewalk, &

Wheelstop, Misc. Site Furnishings, Permanent and Temporary Traffic

Control

Allowance Bid

Schedule

Y5000 15101-0000 MOBILIZATION LPSM ALL

Y5001 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE MILE 0.230 0.230

Y5002 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 4 4

Y5003 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 1 1

Y5004 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES MILE 0.460 0.460

Y5005 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y5006 15401-0000 CONTRACTOR TESTING LPSM ALL

Y5007 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y5008 15701-0000 SOIL EROSION CONTROL LPSM ALL

Y5009 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

Y5010 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

Y5011 20101-0000 CLEARING AND GRUBBING ACRE 4.4 0.1 4.5

Y5012 20301-0700 REMOVAL OF DELINEATOR EACH 1 1

Y5013 20301-2400 REMOVAL OF SIGN EACH 15 15

Y5014 20301-3400 REMOVAL OF WHEELSTOP EACH 51 51

Y5015 20301-3420 REMOVAL OF SPEED HUMP EACH 1 1

Y5016 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 431 19 450

Y5017 20303-0300 REMOVAL OF CONCRETE SQYD 167 167

Y5018 20401-0000 ROADWAY EXCAVATION CUYD 2,225 175 2,400

Y5019 20441-0000 WASTE CUYD 1,126 74 1,200

Y5020 20820-0000 DEWATERING LPSM ALL

Y5021 25126-0000 REMOVE AND RESET BOULDER EACH 10 10

Y5022 30101-0000 AGGREGATE BASE TON 5,253 247 5,500

Y5024 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 3,549 151 3,700

Y5025 41201-0000 TACK COAT TON 7 3 10

Y5026 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH SQYD 222 222

Y5027 60201-0600 18-INCH PIPE CULVERT LNFT 128 2 130

Y5028 60401-0000 MANHOLE (CDS Model 5668-10) EACH 1 1

Y5029 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 3 3

Y5030 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 484 6 490

Y5031 60905-1000 GUTTER, CONCRETE (4' valley gutter) LNFT 430 10 440

Y5032 60920-0000 RESET WHEELSTOP EACH 119 1 120

Y5033 61104-0400 VALVE, GATE (Flap) EACH 1 1

Y5034 61501-0100 SIDEWALK, CONCRETE SQYD 21 4 25

Y5035 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 33

Y5036 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

Y5037 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH SQYD 983 47 1,030

Y5038 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 613 32 645

Y5039 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 1,596 79 1,675

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:3 P

M

MileStone: Amendment A002

Amendment Review Date: 11/21/24

Report Date: 11/21/24

F

.0

C

F L H

D

H o rs e to o th a n d C a rt e r

L a k e R e s e rv o ir s

.0

H

R

C L P

D S \W o rk

O rd e r

\4

W o rk in g \E

E B A C S

A B S h e e ts

E E B A C S .x ls m

]S h e e t

(6

SUMMARY OF QUANTITIES - Option Y

A

M

E

N

D

Line

Item

No.

Pay Item

Number

STATE PROJECT

B6

CO FLAP LAR 10(1)

CO

SHEET

NUMBER

HORSETOOTH & CARTER LAKE RES.

Grading Surfacing Drainage

Survey & Staking, Misc. Earthwork, Topsoil & Seeding, Chek Dam

Removal, Riprap &

Boulder, Fence & Post

Curb, Gutter, Sidewalk, &

Wheelstop, Misc. Site Furnishings, Permanent and Temporary Traffic

Control

Allowance Bid

Schedule

Y5041 63309-0000 DELINEATOR EACH 1

Y5042 63316-1000 REMOVE AND RESET SIGN EACH 10 10

Y5043 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED LNFT 580 580

Y5044 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 5.4 5.4

Y5045 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 11 11

Y5046 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 8 8

Y5047 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

Y5048 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 1,130 70 1,200

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:3 P

M

MileStone: Amendment A002

Amendment Review Date: 11/21/24

Report Date: 11/21/24

F

.0

C

F L H

D

H o rs e to o th a n d C a rt e r

L a k e R e s e rv o ir s

.0

H

R

C L P

D S \W o rk

O rd e r

\4

W o rk in g \E

E B A C S

A B S h e e ts

E E B A C S .x ls m

]S h e e t

(7

SUMMARY OF QUANTITIES - Option Y

A

M

E

N

D

Line

Item

No.

Pay Item

Number

STATE PROJECT

B7

CO FLAP LAR 10(1)

CO

SHEET

NUMBER

SURFACING SUMMARY

:2

P

M

A u g u s t

S u r f a c in g

F

.0

C

F L

H D

H o rs e to o th a n d C a rt e r

L a k e

R e s e rv o ir s \D

G N

\S U

M

L A

R

(1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

CO FLAP LAR 10(1)

B10

2 Revised quantity for County Road 31

SUMMARIES

MISCELLANEOUS

:1

N o v e m b e r

M

IS

C

.0

C

F L

H D

H o rs e to o th a n d C a rt e r

L a k e

R e s e rv o ir s \D

G N

\S U

M

L A

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OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

B14

2 Removed pay items 20303-1600 and 20315-0000

JBTP

JBTP

JB

16in. CMP

JBTP

JBTP

JB

TP

80'40'0

Scale in Feet

Proposed edge of pavement

Proposed edge of pavement

Slope stake limits

Slope stake limits

Profile grade

Approximate existing ground

Match existing roadway

Match existing concrete

(power line)

Protect in place grubbing limits

Clearing and

53 boulders to be removed and reset at Eagle Campground Parking Access Road.2.

in place boulders outside of slope stake limits.

adjacent to parking stalls, to be placed 1' outside of slope stake limits as shown on the plans. Protect pavement centered between stall stripes as shown on the plans. Proposed boulder locations not

Proposed boulder locations adjacent to parking stalls, to be placed 1' outside of proposed edge of 1.

NOTE:

See note 1 and 2

Remove and reset boulder (typ.)

electrical meter transformer and

Protect in place, electrical meter transformer and

Protect in place, place utilities.

depth and protect in

Contractor to verify to 217+85, see std. C157-54, typ.

4), dams spaced 20ft from 217+25

Soil erosion control, check dam (type see std. C157-54, typ.

30ft from 217+55 to 218+45, dam (type 4), dams spaced

Soil erosion control, check see std. C157-54, typ.

30ft from 220+30 to 221+50, dam (type 4), dams spaced

Soil erosion control, check pipe culvert

Removal of

N °0

5'

"E

S56°16'15"E

S30°56'47"E

S59°27'38"E e = ___

'65.70L =

'34.09T =

'100.00R =

(RT)37°38'45"Δ =

217+28.62PI

e = ___ '44.20L = '22.47T = '100.00R =

(RT)25°19'28"Δ =

219+33.40PI

e = ___ '49.77L = '25.41T = '100.00R =

(LT)28°30'51"Δ =

220+58.54PI

.1

.8

T

.5

PC

.2

T 2

.9

C 2

217+00 218+00 219+00 220+00 221+00 222+00

5,750 5,750

5,760 5,760

5,770 5,770

5,780

-5.302% +0.000%

-3.819%

-6.259%

-12.225%

-5.728%

-8.369%

.5

.3

.5

' VC80

17.67K =

'186.33SSD =

' VC139

20K =

'131.47SSD =

' VC60

31K =

'1614.84SSD =

.6

.8

.8

2%

2%

6.7%

2%

6.9%

5.7%

2% R ip ra p c la s s

R t.

E n d s e c ti o n R t.

In le t

(C M

P r is e r p ip e

R t.

In s ta ll

"x

C

M P t o

R ip ra p c la s s

L t.

E n d s e c ti o n s L t.

a n d R t.

In s ta ll

"x

C

M P

:5

N o v e m b e r

B

L

E a g le

C a m p g ro u n d R d -3

S h e e t]

.0

C

F L

H D

H o rs e to o th a n d C a rt e r

L a k e

R e s e rv o ir s \D

G N

\P N

P (S it e

-H

E a g le

C a m p g ro u n d

R d

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SCHEDULE A

PLAN AND PROFILE

EAGLE CAMPGROUND ACCESS ROAD

STATE PROJECT

NUMBER

SHEET

CO

C27

2 Removed existing asphalt shape

JB

T P

JB

G

PS

JB

T P

JB

RESTROOM

80'40'0

Scale in Feet

Profile grade

Approximate existing ground

Proposed edge of pavement

Slope stake limits

Slope stake limits roadway

Match existing roadway

Match existing

Clearing and grubbing limits

See note 1 and 2

Remove and reset boulder (typ.)

Removal of concrete std. C157-54, typ.

224+43 to 225+63, see dams spaced 20ft from check dam (type 4), Soil erosion control, Corridor break, see grading plan, Sta. 225+60 to 226+24

C157-54, typ.

222+32 to 223+52, see std.

(type 4), dams spaced 40ft from

Soil erosion control, check dam

S21°03'02"E

S45°43'55"E

S35°15'24"E

N '2

E

N 84°25'49"W

'67.04L =

'34.83T =

'100.00R =

(RT)38°24'36"Δ =

223+26.74PI

'18.28L = '9.17T = '100.00R =

(RT)10°28'31"Δ =

225+80.71PI

'17.23L = '8.75T = '40.00R =

(LT)24°40'53"Δ =

224+23.37PI

'59.62L = '46.08T = '30.00R =

(LT)113°52'14"Δ =

227+11.15PI

'60.37L = '47.37T = '30.00R =

(LT)115°18'11"Δ =

227+83.13PI

.6

.0

227+24.69

PT

227+35.76

PC

PT

C 2

.5

227+

223+00 224+00 225+00 226+00 227+00 228+00

5,710 5,710

5,720 5,720

5,730 5,730

5,740 5,740

-3.000% +2.302%

-6.259%

-3.466%

-11.297%

.0

.7

.4

.8

' VC59

7.50K =

'114.30SSD =

' VC40

14K =

'245.39SSD =

' VC88

11K =

'86.41SSD =

' VC150

28K =

'168.26SSD =

52', 4.27%

80', 1.5%

15', 3.83% see SP604-I Detention basin, 30°

45°

E lb o w

-i n c h

R C

P

E lb o w

-i n c h

R C

P

E n d s e c ti o n L t.

In s ta ll

"x

R

C P

:5

N o v e m b e r

B

L

E a g le

C a m p g ro u n d R d -4

S h e

.0

C

F L

H D

H o rs e to o th a n d C a rt e r

L a k e

R e s e rv o ir s \D

G N

\P N

P (S it e

-H

E a g le

C a m p g ro u n d

R d

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SCHEDULE A

PLAN AND PROFILE

EAGLE CAMPGROUND ACCESS ROAD

STATE PROJECT

NUMBER

SHEET

CO

C28

Parking Access Road.

Eagle Campground removed and reset at

53 boulders to be 2.

slope stake limits.

place boulders outside of the plans. Protect in stake limits as shown on placed 1' outside of slope parking stalls, to be locations not adjacent to

Proposed boulder shown on the plans between stall stripes as pavement centered proposed edge of placed 1' outside of parking stalls, to be locations adjacent to

Proposed boulder 1.

NOTE:

2%

6.0%

4.5%

2%

2%

2%

Removed existing asphalt shape2

JB

JB

80'40'0

Scale in Feet

E 3080709.944

N 1371688.590

Slope stake limits

Profile grade

Approximate existing ground

Sta. 228+75.16

END EAGLE CAMPGROUND ACCESS ROAD

of pavement

Proposed edge

Clearing and grubbing limits

See note 1 and 2

Remove and reset boulder (typ.)

Corridor break, see grading plan, Sta. 228+24 to 228+75

S °4

3'

"E

S '2 "E

N '2

E

N84°25'49"W

5,700 5,700

5,710

5,720 5,720

5,730 5,730

229+00

+2.302%

:0

N o v e m b e r

B L

E a g le

C a m p g r o u n d R d

S h e

.0

C

F L

H D

H o rs e to o th a n d C a rt e r

L a k e

R e s e rv o ir s \D

G N

\P N

P (S it e

-H

E a g le

C a m p g ro u n d

R d

L A

R

(1 d g n

SCHEDULE A

PLAN AND PROFILE

EAGLE CAMPGROUND ACCESS ROAD

STATE PROJECT

NUMBER

SHEET

CO

C29

53 boulders to be removed and reset at Eagle Campground Parking Access Road.2.

slope stake limits.

of slope stake limits as shown on the plans. Protect in place boulders outside of

Proposed boulder locations not adjacent to parking stalls, to be placed 1' outside proposed edge of pavement centered between stall stripes as shown on the plans.

Proposed boulder locations adjacent to parking stalls, to be placed 1' outside of 1.

NOTE:

E lb o w

-i n c h

R C

P

E lb o w

-i n c h

R C

P

E n d s e c ti o n L t.

In s ta ll

"x

R

C P

Removed existing asphalt shape2

CB- 2 - Rim Elevation, Inlet IE = 5762.12'5767.623077351.3291370875.521CB02

Culvert Outlet IE5761.953077361.3291370869.732CB01

NotesElevationEastingNorthingPoint

DJA Layout Table

NOTESELEVATIONEASTINGNORTHINGPOINT

CATCH BASIN LAYOUT POINT TABLE

NOTESELEVATIONEASTINGNORTHINGPOINT

PAVEMENT LAYOUT POINT TABLE

NOTESELEVATIONEASTINGNORTHINGPOINT

CONCRETE LAYOUT POINT TABLE

EOP5767.753077351.6131370977.245P039

EOP5769.643077330.7921370993.727P038

EOP5770.103077312.7281370970.075P037

EOP5767.983077332.5561370954.673P036

EOP - PT5769.473077322.2821370941.447P035

EOP - PC5769.743077320.2081370936.063P034

EOP - PT5769.743077318.2981370910.712P033

EOP - PC5769.743077313.5371370887.744P032

EOP - PT5769.743077310.9381370881.100P031

EOP - PC5769.503077314.3631370876.976P030

EOP - PT - Breakline5768.263077345.1471370884.099P029

PT - Breakline5772.973077299.2581371004.633P028

EOP - PC5773.863077301.7811371019.188P027

EOP - PT5774.493077296.0931371021.761P026

EOP - PC5774.883077284.5391371019.352P025

EOP - PT5774.783077277.7621371011.840P024

EOP - PC5774.523077275.3141371006.730P023

EOP - PT5773.323077270.9771370979.918P022

EOP - PT/PC5773.103077268.1731370972.480P021

EOP - PC5773.013077263.9181370964.073P020

EOP - Breakline5773.153077254.4321370942.632P019

EOP - Breakline5772.713077274.5481370933.723P018

EOP - PT5771.933077284.1271370946.728P017

EOP - Midpoint5771.833077293.3491370949.484P016

EOP - PC -Breakline5770.843077298.4961370940.720P015

EOP - PT5771.023077296.0391370908.092P014

EOP - PC5771.743077287.6661370891.239P013

NotesElevationEastingNorthingPoint

DJA Layout Table

Edge of Sidewalk/Top of Stairs5772.633077280.4561370920.022ST73

Edge of Sidewalk/Top of Stairs5772.623077285.3111370918.827ST72

Edge of Sidewalk5771.533077286.3861370923.197ST71

Edge of Sidewalk5771.543077281.5311370924.392ST70

Edge of Sidewalk5771.273077288.3991370932.021ST69

Edge of Sidewalk5771.363077284.4711370932.775ST68

Edge of Sidewalk5771.883077291.6111370944.796ST21

Edge of Sidewalk5771.883077288.1531370943.762ST20

Edge of Sidewalk5772.643077278.8981370931.199ST19

Edge of Sidewalk5772.623077274.5531370921.474ST18

Edge of Sidewalk5772.393077292.6631370917.018ST17

Edge of Sidewalk5772.303077291.4681370912.163ST16

Edge of Sidewalk5772.613077272.2971370916.880ST15

TCB - Catch Curb - PT5768.363077352.3781370883.586ST09

TCB - Catch Curb - PC5768.133077352.6361370875.256ST08

NotesElevationEastingNorthingPoint

DJA Layout Table

60'30'0

Scale in Feet

CARTER LAKE RESERVOIR

SCHEDULE A

GRADING PLAN

NORTH PINES PARKING LOT A

P019

P020

P021

P022

P023

P024

P025

P027

P028

P026

P039

P038

P037

P036

P035

P034

P015

P016

P017

P018

P033

P032

P031

P030

P029

P013

P014

ST15

ST16

ST17

ST18

ST19

ST21

ST20

ST08

ST09

CB02

CB01

ST69

ST68

ST73

ST72

ST70

ST71

3' R

.5

R

R

R

8'R

R

R

R

R

R

5'R

R

:4

N o v e m b e r

G r a d in g P la n

.0

C

F L

H D

H o rs e to o th a n d C a rt e r

L a k e

R e s e rv o ir s \D

G N

\L a y o u t

P o in ts

\L A

Y O

U T

P T

(S it e

-I v

.d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

CO

C58

2 Added table