A003 Horsetooth.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

A003

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)

11.29.2024

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 pages A-7 thru A-24, E-59, and E-60 with the attached corresponding pages. Add page E-83.

Plans Remove and replace pages A12, B1 thru B7, B14, T18, and T19 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 A003 11.29.2024

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

A003 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 $____________ $____________

A003 A1100 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 (mixed with topsoil)

80 CUYD $____________ $____________

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_____ $____________

(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

Schedule X - Option

Schedule Y - Option

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:CO FLAP LAR 10(1)

E-59

CO FLAP LAR 10(1)

Horsetooth and Carter Lake Reservoirs

Section 604. — Manholes, Inlets, and catch basins

Description

604.01 Add the following:

This work also includes furnishing and installing CDS® hydrodynamic separator stormwater treatment units. and the extended detention basin structural components.

Material

604.02 Add the following to the material list:

CDS hydrodynamic separator 713.26 Hardware 718.06

Construction Requirements

604.03 Add the following:

Furnish and install complete CDS type hydrodynamic separator. CDS units shall be complete and operable per the manufacturer’s recommendations, and in accordance with the requirements of the plans.

(a) Furnish all labor, equipment and materials necessary to install the CDS storm water treatment device(s) (SWTD) and appurtenances specified in the plans.

(b) Do not damage the SWTD components prior to and during installation.

(c) Install the SWTD according to the manufacturer’s recommendations and the drawings.

Follow the manufacturer provide installation instructions.

(d) Fill all voids associated with lifting provisions provided by the manufacturer. Fill voids with non-shrinking grout providing a finished surface consistent with adjacent surfaces.

Trim all protruding lifting provisions flush with the adjacent concrete surface in a manner, which leaves no sharp points or edges.

(e) Remove all loose material and pooling water from the SWTD prior to the completion of construction.

(f) Add joint sealant between all structure sections. Grout pipes at the structure connection and all joints below pipe inverts.

(g) When dewatering is necessary, dewater according to Subsection 208.07.

E-60

Horsetooth and Carter Lake Reservoirs

604.04 Add the following:

Reinforcing steel is required for all extended detention basin concrete structures. Submit structural design/drawings for the energy dissipation baffle walls, forebay slab, forebay walls, trickle channel, wingwalls, overflow wall, and outlet structure according to Subsection 104.03. Furnish hardware according to Subsection 718.06. Furnish stainless steel components according to Subsection 725.10(h).

Measurement

604.10 Add the following:

Measure CDS (manhole) items by the each.

Do not measure reinforcing steel for extended detention basin concrete structures.

E-83

Horsetooth and Carter Lake Reservoirs

Section 725. — MISCELLANEOUS MATERIAL

725.10 Frames, Grates, Covers, and Ladder Rungs. Add the following:

(h) Stainless steel well screen, orifice plate, ASTM A276 and A666 and safety grate unknown

Existing aggregate base depth varies from 4" to 5"

Existing asphalt pavement depth left sides of roadway)

(Detail applies to both right and

Shoulder up with aggregate base

Construct 30° pavement edge (safety edge)

See Detail A Prime coat

Tack coat (between lifts) aggregate base, see note 4

6" Full depth reclamation and

V ariab le existin g slop e existing slope

Variable

Placed in two lifts

4" Asphalt concrete pavement, type 1 for structural section details

See mainline typical section

See Detail A Prime coat

Tack coat (between lifts)aggregate base, see note 4

6" Full depth reclamation and

V ariab le existin g slop e existing slope

Variable

Placed in two lifts

4" Asphalt concrete pavement, type 1aggregate base, see note 4

6" Full depth reclamation and Prime coat

Placed in two lifts

4" Asphalt concrete pavement, type 1

Tack coat (between lifts)

Slope stake limit

Slope stake limit

Slope stake limitSlope stake limit

Slope stake limit Slope stake limit

Clearing and construction limits

75' average existing width

Sta. 10+11 to 26+05

South Bay Access Road A

EXISTING TYPICAL SECTION

typical sections. Refer to T sheets for signing and striping begin and end stationing.

7. Signing and striping to begin and end at stations independent from stations shown on the second lift.

6. Place asphalt concrete pavement in two lifts. Apply tack coat to the first lift prior to placing

5. Pulverize the existing paved width or as directed by CO.

Summary. Final finished grade will be 6" above existing finished surface.

304. Assumed quantities for imported aggregate base are shown in the Surfacing with an additional 2" of aggregate base added to the section. Refer to Sections 302 and

6" Full depth reclamation is a composite section including 4" of pulverized existing material 4.

foreslopes as necessary, but not steeper than 1:2, to stay on the existing bench.

Construct a 1:4 or flatter foreslope unless otherwise directed by the CO. Steepen the 3.

Dimensions shown are approximate and may be varied by the CO.2.

Existing superelvated and widened sections are not shown.1.

:Note

No Scale

Sta. 18+47 to 26+19

South Bay Access Road A

TYPICAL SECTION

Match existing Match existing See not e 3

(applies to both sides of the roadway)

DETAIL A

and note 5

See C sheets

Varies and note 5

See C sheets

Varies

Sta. 13+40 to 18+47

South Bay Access Road A

TYPICAL SECTION

Match existing and note 5

See C sheets

Varies and note 5

See C sheets

Varies

Match existing

24'-125' (with landscaping island)

7"

Travel wayTravel way

Clearing and construction limits

3'(proect in place) width varies 5'-55'

Existing earthen swale, 3' 3' 3'

3' 3'

Clear zone Clear zone zone Clear

Clear zone Clear zonezone Clear

OPTION X

SOUTH BAY ACCESS ROAD A

TYPICAL SECTIONS9

:3

A

M

N o v e m b e r

S o u th

B a y

A c c e s s R d

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

\T Y

P 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

A12

HORSETOOTH & CARTER LAKE RES.

3 Updated callout

11.26.2024

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

A003 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 A003

Amendment Review Date: 11/26/24

Report Date: 11/26/24

A

M

E

N

D

Line

Item

No.

Pay Item

Number

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

:2

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 \S u p p o rt in g D o c s \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.

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

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number

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 \S u p p o rt in g D o c s \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

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:2

P

M

MileStone: Amendment A003

Amendment Review Date: 11/26/24

Report Date: 11/26/24

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

A003 A1100 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 (mixed with topsoil) CUYD 77 3 80

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number

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 \S u p p o rt in g D o c s \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

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:2

P

M

MileStone: Amendment A003

Amendment Review Date: 11/26/24

Report Date: 11/26/24

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

SUMMARY OF QUANTITIES - Option X

A

M

E

N

D

Line

Item

No.

Pay Item

Number

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 \S u p p o rt in g D o c s \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

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:2

P

M

MileStone: Amendment A003

Amendment Review Date: 11/26/24

Report Date: 11/26/24

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)

SUMMARY OF QUANTITIES - Option X

A

M

E

N

D

Line

Item

No.

Pay Item

Number

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 \S u p p o rt in g D o c s \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

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:2

P

M

MileStone: Amendment A003

Amendment Review Date: 11/26/24

Report Date: 11/26/24

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

SUMMARY OF QUANTITIES - Option Y

A

M

E

N

D

Line

Item

No.

Pay Item

Number

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 \S u p p o rt in g D o c s \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

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:2

P

M

MileStone: Amendment A003

Amendment Review Date: 11/26/24

Report Date: 11/26/24

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

SUMMARY OF QUANTITIES - Option Y

A

M

E

N

D

Line

Item

No.

Pay Item

Number

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 \S u p p o rt in g D o c s \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

Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

-N o v -2

:2

P

M

MileStone: Amendment A003

Amendment Review Date: 11/26/24

Report Date: 11/26/24

STATE PROJECT

B7

CO FLAP LAR 10(1)

CO

SHEET

NUMBER

HORSETOOTH & CARTER LAKE RES.

SUMMARIES

MISCELLANEOUS

:2

P

N o v e m b e r

M

IS

C

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

B14

Pay item number and quantity change

WATER QUALITY & DETENTION FACILITY

FOREBAY PLAN

SECTION A-A OVERFLOW SPILLWAY SECTION B-B OVERFLOW SPILLWAY

TYPE 4

PAVED WATERWAY,

PROFILE

FOREBAY

ELEVATION

BAFFLE BLOCK

PLAN VIEW

BAFFLE BLOCK

FOREBAY ELEVATION

FOREBAY NOTCH

6'-6"

2'

8"

8"

3'

4.3"1

Elevation = 5714.00'

Overflow spillway sill

15'

Overflow WSEL = 5714.49' f r e e b o a r d

WSEL = 5714.49'

Emergency overflow

Elevation = 5715.50'

Top of berm

1Detention basin

Elevation = 5714.00'

Overflow spillway sill

Elevation = 5715.50'

Top of embankment this sheet for details

Forebay notch, see

6"

6'-6"

2.5H:1 Max wall or berm of forebay to match top

Adjust slopes to slope

Varies, match

Finish grade

Wingwall

2% invert channel

Trickle channel trickle

Top of on all corners

3/4" Chamfer

6" base

Aggregate

Finished grade

Extend riprap 2' upstream of wall

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:3

A p r il

B a s e .B

.U S

U s e r s \b r e n d a n \D

J

A P

C \A c ti v e P r o je c ts

D o c u m e n ts

\O p e n R o a d s \C o n f ig u r a ti o n \O r g a n iz a ti o n C iv il

\F L

H S u r v F t_ S ta n d a r d s W

S .9

.1 V

C F

L \c e ll

\C F

L B o r d e r s .c e l

STATE PROJECT

NUMBER

SHEET

CO

T18 m ax.

15% ditch invert

Match existing

4 (mixed with topsoil), typ.

Placed riprap, method A, class

(See plan for width and elevations)

Embankment 4' Typ.

3' Paved waterway, type 4

H :1

V , ty p

H :1

V ty p invert = 5711.5'

Paved waterway invert = 5710.92'

Paved waterway

Forebay

Micropool

Outlet structure pipe (RCP)

18"x25' culvert

.6

.7

.5

.2

V=2.02 ft/s, D=0.49 ft 15' Crest, Q=17.2 CFS Emergency Spillway

.7

Existing ditch invert

Top of existing ditch bank

E a g le C a m p g ro u n d R o a d

5712.5'

Bottom of basin =

5715.5'

Top of berm = to p s o il

5711.54'

Bottom of basin =

5715.5'

Top of berm =

5' top of bank

Tie spillway into

(RCP)

culvert pipe

24"x147'

B

A

B

A elevation = 5712.71

24" RCP, invert

4' top of bank

5' beyond

Extend riprap

0.

.4

(mixed with topsoil), typ.

Placed riprap, method A, class 4

4" Aggregate base

4" Aggregate base

4" Aggregate base

DETAILS

EAGLE CAMPGROUND EDB

U.S. CUSTOMARY SPECIAL

SHEET 1 OF 2

Ditch flow

H :1

V ty p for details this sheet block, see

Baffle

6'-6"

Notch invert = 5711.50'

604-I class 2 method B, Placed riprap, bottom

6" wide

1%1%

2%

1'-6"

1. See SCR Section 604 for rebar and structural requirements.

NOTE:

3 Revised details and notes

OUTLET STRUCTURE PLAN

SECTION G-GSECTION D-D

SECTION E-E

SECTION F-F

SECTION C-C: OUTLET STRUCTURE

D

E

F

6. See SCR Section 604 for rebar and structural requirements.

opening is smaller than the diameter of the outlet pipe.

B. Design safety grates such that the diagonal dimension of each with hinged and lockable or boltable access panels.

A. Mount all safety grates using high-strength hardware and provide

5. Overflow safety grates:

different open area/gross area ratio (R value).

trash rack size may need to be adjusted for materials having

A. Trash rack open areas are for specified trash rack materials. Total

4. EURV and WQCV trash racks:

hydrostatic head with zero head downstream of the rack.

3. Design trash rack and safety grate structural to accommodate full

2. Bolt orifice plate to concrete 12" max. on center.

concrete.

1. Provide continuous elastomeric seal between the orifice plate and

NOTE:

Micropool WSEL 5710.58' elevation 5710.92

Trickle channel invert center

Ladder rungs at 12" on

Elevation = 5708.08'

Elastomeric seal

18"

6'

Outlet pipe invert = 5710.33'

WSE = 5713.91'

EURV

Stainless steel orifice plate

Finished grade

WSEL = 5714.49'

Overflow

Elevation = 5715.50'

Top of embankment

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:3

A p r il

B a s e .B

.U S

U s e r s \b r e n d a n \D

J

A P

C \A c ti v e P r o je c ts

D o c u m e n ts

\O p e n R o a d s \C o n f ig u r a ti o n \O r g a n iz a ti o n C iv il

\F L

H S u r v F t_ S ta n d a r d s W

S .9

.1 V

C F

L \c e ll

\C F

L B o r d e r s .c e l

STATE PROJECT

NUMBER

SHEET

CO

T19

18" RCP Outlet pipe

2'-6"

Pipe invert

Allow 1" gap under trash rack concrete bottom and sides of opening in wall.

welds to C8x18.75 steel channel formed into

Stainless steel well screen attached by intermittent

(bolted or locked to structure) with 5" max. clear between bars

Aluminum casting safety grate

Elevation = 5708.08'

.3 t y p

11/16" typ.

Diameter =

Elevation = 5710.58'

12" Width opening

High-strength steel bolts steel orifice plate

0.25" thick stainless

2'-6"

Flow Flow

No. 93 stainless steel

0.139"

0.090"

TE 0.073"x0.5", 1" O.C.

Stainless steel support bars

G

18" RCP

C

6'

6"

12'' 3'' 3''

LADDER RUNG

or square) casting (round

3/4" gray iron section formed into concrete

Stainless steel channel

Elevation = 5714.00'

U.S. CUSTOMARY SPECIAL

SHEET 2 OF 2

DETAILS

EAGLE CAMPGROUND EDB

4" Aggregate base

604-I elevation = 5714.00'

Overflow sill

Trash rack

7'

16"

R Value = (net open area)/(gross rack area) = 0.6 well screen

Stainless steel

Revised details and notes3