A002.pdf

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Amendment # A002

James.Herlyck Polygon

Sheet and Description

B23 B24 B25 B26-B27 B28-B31 B32-B37 B38 S2

Grading Summary

Surfacing Summary

Approach Road Summary

Drainage Summary

Tabulation of Quantities

Permanent Sign Summary

Pavement Marking

Summary

Denny Creek Bridge ALLOWANCE Bid

Schedule

A1560 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 20

A1580 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 20

A1600 62301-0000 GENERAL LABOR HOUR 150

A1620 62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 16 4 20

A1640 62302-1000 SPECIAL LABOR, HIRED AMENDMENT # A002

TECHNICAL SERVICES HOUR 100

A1660 62302-1100 SPECIAL LABOR, HIRED SURVEY AMENDMENT # A002

SERVICES HOUR 40

A1680 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 3.7 0.3 4.0

A1700 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 3.4 0.2 3.6

A1720 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 3.0 0.2 3.2

A1740 62515-3000 MULCHING, HYDRAULIC METHOD,

BONDED FIBER MATRIX ACRE 0.4 0.1 0.5

A1760 62630-0350 PLANTINGS, TREES, BALLED AND

BURLAPPED (GOVERNMENT

FURNISHED) EACH 100 100

A1780 63301-0000 SIGN SYSTEM EACH 105 5 110

A1800 63308-2000 OBJECT MARKER, TYPE 2 EACH 180 2 182

A1820 63309-0100 DELINEATOR, TYPE 1 EACH 317 18 335

A1840 63316-1000 REMOVE AND RESET SIGN EACH 3 2 5

A1860 63325-0000 MUMBLE STRIP LNFT 50 50

A1880 63402-0700 PAVEMENT MARKINGS, TYPE D,

SOLID MILE 36.4 1.6 38.0

A1900 63402-0800 PAVEMENT MARKINGS, TYPE D,

BROKEN MILE 1.5 0.1 1.6

A1920 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 13 2 15

A1940 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM ALL ALL

A1960 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 3 3

A1980 63502-0900 TEMPORARY TRAFFIC CONTROL,

CONE, TYPE 28-INCH EACH 20 20

A2000 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

A2020 63502-3900 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN EACH 18 3 21

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

1- M ar -2

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B4FLAP CHA306(1)CO

SHEET

NUMBER

B23 B24 B25 B26-B27 B28-B31 B32-B37 B38 S2

Grading Summary

Surfacing Summary

Approach Road Summary

Drainage Summary

Tabulation of Quantities

Permanent Sign Summary

Pavement Marking

Summary

Denny Creek Bridge ALLOWANCE Bid

Schedule

B1560 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 30

B1580 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 30

B1600 62301-0000 GENERAL LABOR HOUR 150

B1620 62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 16 4 20

B1640 62302-1000 SPECIAL LABOR, HIRED AMENDMENT # A002

TECHNICAL SERVICES HOUR 160

B1660 62302-1100 SPECIAL LABOR, HIRED SURVEY AMENDMENT # A002

SERVICES HOUR 80

B1680 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 3.7 0.3 4.0

B1700 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 3.4 0.2 3.6

B1720 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 3.0 0.2 3.2

B1740 62515-3000 MULCHING, HYDRAULIC METHOD,

BONDED FIBER MATRIX ACRE 0.4 0.1 0.5

B1760 62630-0350 PLANTINGS, TREES, BALLED AND

BURLAPPED (GOVERNMENT

FURNISHED) EACH 100 100

B1780 63301-0000 SIGN SYSTEM EACH 122 8 130

B1800 63308-2000 OBJECT MARKER, TYPE 2 EACH 274 2 276

B1820 63309-0100 DELINEATOR, TYPE 1 EACH 420 25 445

B1840 63316-1000 REMOVE AND RESET SIGN EACH 3 2 5

B1860 63325-0000 MUMBLE STRIP LNFT 50 50

B1880 63402-0700 PAVEMENT MARKINGS, TYPE D,

SOLID MILE 53.5 2.5 56.0

B1900 63402-0800 PAVEMENT MARKINGS, TYPE D,

BROKEN MILE 2.3 0.2 2.5

B1920 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 17 3 20

B1940 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM ALL ALL

B1960 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 3 3

B1980 63502-0900 TEMPORARY TRAFFIC CONTROL,

CONE, TYPE 28-INCH EACH 100 100

B2000 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 200 200

B2020 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

1- M ar -2

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SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B9FLAP CHA306(1)CO

SHEET

B23 B24 B25 B26-B27 B28-B31 B32-B37 B38 S2 S7

Grading Summary

Surfacing Summary

Approach Road Summary

Drainage Summary

Tabulation of Quantities

Permanent Sign Summary

Pavement Marking

Summary

Denny Creek Bridge

Cottonwood Creek Bridge ALLOWANCE Bid

Schedule

C1580 61702-0300 TERMINAL SECTION, TYPE G4-BAT

(STAINED) EACH 1 1

C1600 61702-0400 TERMINAL SECTION, TYPE G4-CRT

(STAINED) EACH 2 2

C1620 61702-0800 TERMINAL SECTION TYPE TANGENT

(STAINED) EACH 6 6

C1640 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT (STAINED) EACH 17 17

C1660 61705-0100 REPLACEMENT GUARDRAIL W-BEAM Contract Quantity

RAIL ELEMENT, TYPE 2, CLASS A

(STAINED) LNFT 37.5 62.5 100.0

C1680 61707-0000 STRUCTURE TRANSITION RAILING Contract Quantity

(STAINED) LNFT 100 100 200

C1700 61801-0000 CONCRETE BARRIER LNFT 530 20 550

C1720 61902-0000 GATE (ROAD CLOSED) EACH 1 1

C1740 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40

C1760 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 40

C1780 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40

C1800 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40

C1820 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 40

C1840 62301-0000 GENERAL LABOR HOUR 150

C1860 62302-0100 SPECIAL LABOR, SLOPE SCALING

HOUR 56 4 60

C1880 62302-1000 SPECIAL LABOR, HIRED

Sta 3760+50-3766+00

Lt, other locations as determined by CO

AMENDMENT # A002

TECHNICAL SERVICES HOUR 200

C1900 62302-1100 SPECIAL LABOR, HIRED SURVEY AMENDMENT # A002

SERVICES HOUR 120

C1920 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 3.7 0.3 4.0

C1940 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 3.4 0.2 3.6

C1960 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 3.0 0.2 3.2

C1980 62515-3000 MULCHING, HYDRAULIC METHOD,

BONDED FIBER MATRIX ACRE 0.4 0.1 0.5

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B14FLAP CHA306(1)CO

SHEET

00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130140

PROJECTSTATE

P

M N C

O c h a R o a d w a y C

A D

D S h e e ts Z D r a in

X s e c X

S S

M u d

C h u te

C u lv e r ts .d g n

U s e r S ta c y .D ic c ic c o

NUMBER

SHEET

8720 8720

8730 8730

8740 8740

8750 8750

8760 8760

3774+60.00

8710 8710

8720 8720

8730 8730

8740 8740

3775+10.00

8680 8680

8690 8690

8700 8700

8710 8710

8720 8720

3783+17.00

Schedule C

CO

FLAP CHA306(1)

COTTONWOOD PASS EAST SIDE

Z5

Amendment #002

1:1

48"x48' @ 2.0%

Sta. 3774+60 R 1

Offset= 0.00 LT

Elev= 8730.11

E= 2790890.32

N= 1356651.02

1:20 with debris rack

Full height headwall

Half height headwall

9.9'

15'

Offset= 19.25 LT

Elev= 8724.01

Offset= 29.18 RT

Elev= 8723.04

Sta. 3775+10 R 1

Half height headwall

24"x51' @ 5.00%

1:1 4'

Offset= 24.70 LT

Elev= 8722.92

Offset= 29.32 RT

Elev= 8720.20

1:4

Offset= 0.00 RT

Elev= 8727.03

E= 2790933.13

N= 1356676.74

1:4

Offset= 0.00 LT

Elev= 8680.43

E= 2791570.55

N= 1357129.13

48"x53' @ 2.0%

Sta. 3783+17 R 1

Offset= 16.853 LT

Elev= 8674.315 with debris rack

Full height headwall headwall

Full height

Existing MSE wall

Offset= 32.822 RT

Elev= 8673.326

9.9'

15'

1:1

E-8

CO FLAP CHA 306(1)

Cottonwood Pass East Side

Section Description Material Material Property Or Specification

Frequency Certification Sample

Material for

Timber Structures Timber and Hardware

As applicable 1 per shipment -----

717 Structural Metal As specified As applicable 1 per shipment

717.01(e) minimum

6 per shipment for each size used.

717.10 1 per project

Traffic Signing and Marking Material (all)

As specified As applicable 1 per shipment -----

719 Paint As specified As applicable 1 per batch\lot

1 sample for quantities

> 25 gallons (100L)

Structural Wall and Stabilized Embankment Material (all)

As specified As applicable 1 per shipment per material type

Electrical and Illumination Material (all)

As specified As applicable 1 per shipment per material type

722 Anchor Material As specified As applicable 1 per shipment per material type

Miscellaneous materials As specified As applicable

1 per shipment per material type

Section 107. - LEGAL RELATIONS AND RESPONSIBILITY TO THE

PUBLIC

107.01 Laws to be Observed. Add the following:

If required by the U.S.F.S., obtain a timber or fuel wood permit for cleared trees.

Section 401 and 404 of the Clean Water Act.

Comply with the terms and conditions of any permits that are issued for the performance of work within the jurisdictional waters of the U.S., including Section 404 permits and Section 401water quality certifications.

National Pollutant Discharge Elimination System (NPDES) in Colorado

Amendment # A002

E-12

Cottonwood Pass East Side

(c) Vehicles and equipment. All vehicles and equipment entering the project area must be clean of noxious weeds and free from oil leaks and are subject to inspection. Wash all construction equipment with clean water at a minimum of 140℉ temperature for at least 10 minutes to thoroughly remove all dirt, plant, fungus, and other foreign material prior to entering and leaving the project. The watershed is known to have Batrachochytrium dendrobatidis chytrid fungus. Particular attention must be shown to the under carriage and any surface where soil containing exotic seeds or fungus spores may exist. These efforts are critical to prevent the introduction and establishment of non-native fungi plant species into or out of the project area. Make arrangements for the CO to inspect each piece of equipment before entering and leaving the project. The CO will maintain records of inspections.

Equipment found operating on the project that has not been inspected, or has oil leaks will be shut down and subject to citation.

In general, when gasoline, diesel fuel, antifreeze, hydraulic fluid or any other chemical contained within the vehicle is released to the pavement or ground, proper corrective, clean-up, and safety actions must be immediately implemented. All vehicles with load rating of 2 tons or greater should carry, at minimum, enough absorbent materials to effectively immobilize the total volume of fluids contained within the vehicle.

Repair oil leaks immediately on discovery. Do not use equipment that is leaking. Have oil pans and absorbent material in place prior to beginning repair work. Have the “on scene” capability of catching and absorbing leaks or spillages of petroleum products including antifreeze from breakdowns or repair actions with approved absorbent materials. Keep a supply of acceptable absorbent materials at the job site in the event of spills. Sand or soil are not approved absorbent materials.

Use oil pans and absorbent materials to prevent leaks, spills and draining petroleum fluids from falling onto bare ground and paved surfaces during servicing of equipment. Dig up soils contaminated with such fluids, place in appropriate safety containers, and dispose of according to state and/or federal regulations.

(d) Clearances for Contractor-selected, noncommercial areas. Add the following to the end of the first paragraph:

Do not import into the project limits rock, sand, gravel, earth, subsoil, or other natural materials from a Contractor-selected non-commercial materials source, that have not been certified free of noxious weeds. Materials imported into the project limits which do not include a noxious weed free certification may be rejected and ordered by the CO to be removed from the project limits. The CO has the discretion of requesting inspection of certified materials by a third party, and rejecting the use of the source if noxious weeds or seeds thereof are found to be present.

Add the following:

(5) Any required Certifications.

Amendment # A002

E-13

Cottonwood Pass East Side

(e) Biological Protection

1. When clearing occurs during the migratory bird breeding season (April 1 to August 31), conduct biological surveys 2 weeks prior to clearing operations to ensure that active nests are avoided. Prior to conducting surveys, provide the qualifications of the Biologist to the CO for approval. The biologist must provide a report of field survey’s, findings, and recommendations to the CO. Do not begin clearing operations without prior approval of the CO. If active nests are located, the CO and biologist will determine a buffer space around the nest in which clearing cannot be completed prior to August 31 or as approved by the CO.

Payment for biological surveys will be measured under the Special Labor, Hired Technical Services pay item.

2. If garbage or trash is to be stored on site, use an enclosed bear-proof container. Keep trash containment covered at all times in order to avoid attracting wildlife.

3. Notify the CO if a Lynx is identified within the project corridor. Stop all construction activities adjacent to the location of the Lynx sighting until approval to continue construction activities is provided by the CO.

4. If the Contractor obtains water rights and withdraws water from Cottonwood Creek, the withdrawal location must be approved by the Forrest Supervisor and not be within known Boreal Toad breeding sites.

107.11 Protection of Forests, Parks, and Public Lands. Add the following:

The Forest Service fire prevention plan involving emergency curtailment of operations is included in the Appendix and is in effect on this project. The CO will order the suspension of burning and other operations when directed to do so by the Forest Service. No adjustment in the contract completion date will be made for partial or total suspensions of burning operations.

Section 108. — PROSECUTION AND PROGRESS

108.01 Commencement, Prosecution, and Completion of Work. Add the following:

Limit operations as follows:

(a) All necessary permits and authorizations must be obtained before a Notice to Proceed can be issued.

(b) A notice to proceed must be issued before commencement of any work.

(c) Construction work under a separate project is occurring on the west side of Cottonwood Pass. Do not anticipate any access from, or to, the west side of the Cottonwood Pass Summit, other than emergency vehicle access. Contractor contact information will be provided at the pre-construction meeting.

(d) Allow emergency vehicles access at all times, including volunteer emergency search and rescue vehicles.

Amendment # A002

E-14

Cottonwood Pass East Side

(e) The Contractor is responsible for all snow removal and maintenance from the top of Cottonwood Pass to the Avalanche Trailhead parking area until completion of the project.

(f) Limit construction-caused delays to public travel according to Section 156. Coordinate work hours with the CO to reduce impacts to the traveling public.

(g) Nighttime work is only allowed from station 3465+00 to 3614+00. Limit nighttime work to four consecutive nights followed by three consecutive nights of no work to allow nocturnal species time to recover from the disruption. Coordinate with the CO no less than 1 week in advance of scheduling night work. If temporary lighting is used for nighttime work, directional shielding to focus the light onto the roadway must be provided to reduce disruption to nocturnal species.

(h) After July 1st, extended working hours of 5:00am to 9:00pm are allowed from station 3077+23 to 3465+00.

(i) The contractor is responsible for locating and obtaining water sources as needed to construct the work. See Subsection 107.10(e) for restrictions.

(j) No pulverizing may begin until the CO has approved the job mix formula.

(k) Limit the length of pulverizing to a continuous 3.5-mile section, unless otherwise approved by the CO. Alternative proposals for protecting pulverized material and subgrade from adverse weather will be reviewed for consideration. See section 304.09 for maintenance and overlay requirements.

(l) New sections of pulverizing cannot be started until the pulverized section is paved with at least one lift of pavement, unless otherwise approved by the CO.

(m) The Contractor will be responsible for scheduling and conducting weekly meetings with the CO and all partners to discuss the work schedule, impacts to public travel, potential delays, utility coordination, and other construction activities that may impact the traveling public for the following two weeks. Construction operations will be reviewed to ensure the overall construction schedule will be met. Additional items to discuss will be determined by the CO and project partners. Provide meeting minutes to the CO within 48 hours of the weekly meeting.

(n) No camping will be allowed along Cottonwood Pass road. The Contractor may lease the Collegiate Peaks campground during construction. Contact Trevor Bolls, trevor@rockymountainrec.com , (661) 702-1420, Pyramid Enterprises Inc., dba Rocky Mtn Rec Co., 28368 Constellation Road #380, Valencia, CA 91355

(o) See Subsection 107.10(e) for requirements related to Lynx and other biologic protection measures.

(p) Do not disturb the area beyond the construction limits. Replace trees, shrubs, or vegetated areas damaged by construction operations as directed by the CO.

(q) Designate a Public Information Officer in accordance with Section 156.

Amendment # A002

E-15

Cottonwood Pass East Side

Perform no work except to maintain traffic control devices, erosion control devices, the roadway driving surface, and to control dust during the listed Federal holidays and surrounding days as shown in Table 108-2.

Table 108-2 Federal Holidays and Surrounding Days

Federal Holiday

Time Remarks

Memorial Day 12:00 Noon Friday to 6:00 am Tuesday

Independence Day

12:00 Noon July 3 to 6:00 am July 5

If July 4 falls on a weekend, Friday, or Monday, do not work the weekend.

Labor Day 12:00 Noon Friday to 6:00 am Tuesday

Thanksgiving 12:00 Noon

Wednesday to 6:00 am Monday

Christmas / New Year’s

12:00 Noon December 23 to

6:00 am January 2

If December 23 or January 1 falls on a Monday, do not work the adjacent weekend and do not work on December 23. If January 1 falls on a Friday, do not work the weekend.

Schedule at least 2 non-work days out of every 14 calendar days. The selected non-work days do not need to be consecutive, but they must be scheduled. Provide at least 2 weeks notice before changing the scheduled days off.

Exemptions to scheduled days off may be granted by written approval from the CO for specific project operations and/or for periods of limited duration.

Add the following:

A Notice to Proceed must be issued before commencement of any work.

The contract completion date for all Schedules is October 1, 2018. No additional time will be added to the contract if Options X, Y, and/or Z are awarded.

Financial incentives will be paid for substantial completion based on Table 108-3.

(Page Formatting Only)

B I D S C H E D U L E Schedule A Account: ALL

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15210-3000 Line A0040 7.102 MILE $ $

15215-1000 Line A0060 8 EACH $ $

15215-3000 Line A0080 28 EACH $ $

15215-7000 Line A0100 4 EACH $ $

15225-0000 Line A0120 0.564 MILE $ $

15236-2000 Line A0140 1.128 MILE $ $

15301-0000 Line A0160 ALL LPSM $

15401-0000 Line A0180 ALL LPSM $

15501-0000 Line A0200 ALL LPSM $

15705-0100 Line A0220 4,200 LNFT $ $

15705-1400 Line A0240 5,000 LNFT $ $

15706-0200 Line A0260 85 EACH $ $

15706-0300 Line A0280 1,500 EACH $ $

15706-1000 Line A0300 4 EACH $ $

15706-1600 Line A0320 2 EACH $ $

15802-0000 Line A0340 ALL LPSM $

20101-0000 Line A0360 8.0 ACRE $ $

20104-0000 Line A0380 18.0 ACRE $ $

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, APPROACH ROAD

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

CLEARING

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, SANDBAG

SOIL EROSION CONTROL, INLET PROTECTION

SURVEY CONTROL, GRADE FINISHING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

Schedule Total: ________________________

Submitted by: _________________________

Amendment A002

A-7

(Contractor-furnished Lab)

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20120-1000 Line A0400 40 EACH $ $

20301-1100 Line A0420 1 EACH $ $

20301-1900 Line A0440 19 EACH $ $

20301-2400 Line A0460 75 EACH $ $

20302-1200 Line A0480 3,038 LNFT $ $

20303-1600 Line A0500 1,100 SQYD $ $

20401-0000 Line A0520 18,300 CUYD $ $

20402-0000 Line A0540 14,300 CUYD $ $

20403-0000 Line A0560 8,700 CUYD $ $

20425-1000 Line A0580 385 LNFT $ $

20441-0000 Line A0600 5,600 CUYD $ $

25101-0200 Line A0620 110 CUYD $ $

25101-0300 Line A0640 210 CUYD $ $

25125-0000 Line A0660 65 EACH $ $

25126-0000 Line A0680 45 EACH $ $

25201-0000 Line A0700 1,850 CUYD $ $

25205-1000 Line A0720 1,635 CUYD $ $

25305-1000 Line A0740 55 SQYD $ $

30201-2000 Line A0760 4,280 CUYD $ $

PLACED RIPRAP, METHOD A, CLASS 2

PLACED RIPRAP, METHOD A, CLASS 3

BOULDER

REMOVAL, INDIVIDUAL TREE

REMOVAL OF GATE

REMOVAL OF PAVEMENT, ASPHALT

ROADWAY EXCAVATION

SUBEXCAVATION

UNCLASSIFIED BORROW

DITCH, EXCAVATION

WASTE

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF GUARDRAIL

REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

ROADWAY AGGREGATE, METHOD 2

REMOVE AND RESET BOULDER

SPECIAL ROCK EMBANKMENT

ROCK BUTTRESS, MECHANICALLY-PLACED

Amendment A002

A-8

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

30301-1000 Line A0780 2.000 MILE $ $

30401-5500 Line A0800 8.700 MILE $ $

40101-5600 Line A0820 23,065 TON $ $

40105-3000 Line A0840 230 TON $ $

40601-0000 Line A0860 60 TON $ $

41102-1000 Line A0880 137,750 SQYD $ $

41105-0000 Line A0900 180 TON $ $

41201-0000 Line A0920 60 TON $ $

55901-0000 Line A0940 80 SQYD $ $

60201-0800 Line A0960 1,615 LNFT $ $

60201-0900 Line A0980 70 LNFT $ $

60201-1000 Line A1000 140 LNFT $ $

60210-0800 Line A1020 51 EACH $ $

60210-0900 Line A1040 1 EACH $ $

60210-1000 Line A1060 4 EACH $ $

60212-0800 Line A1080 6 EACH $ $

60403-0000 Line A1100 1 EACH $ $

60409-0000 Line A1120 1 EACH $ $

60501-0000 Line A1140 2,000 LNFT $ $

DITCH RECONDITIONING

FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

30-INCH PIPE CULVERT

36-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 30-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

ELBOW, 24-INCH

FOG SEAL

PRIME COAT, METHOD 1

BLOTTER

TACK COAT

MEMBRANE WATERPROOFING

24-INCH PIPE CULVERT

INLET

INLET TOP, METAL FRAME AND GRATE

STANDARD UNDERDRAIN SYSTEM

A-9

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60502-0000 Line A1160 1,100 LNFT $ $

60704-0000 Line A1180 1 EACH $ $

60704-0000 Line A1200 3 EACH $ $

60901-1200 Line A1220 430 LNFT $ $

60905-1000 Line A1240 275 LNFT $ $

60908-1000 Line A1260 195 SQYD $ $

61501-0100 Line A1280 220 SQYD $ $

61701-1200 Line A1300 75 LNFT $ $

61701-4100 Line A1320 56 LNFT $ $

61701-4500 Line A1340 325 LNFT $ $

61702-0300 Line A1360 1 EACH $ $

61702-0400 Line A1380 2 EACH $ $

61702-0800 Line A1400 2 EACH $ $

61702-1500 Line A1420 1 EACH $ $

61705-0100 Line A1440 37.5 LNFT (CQ) $ $

61707-0000 Line A1460 100 LNFT (CQ) $ $

61902-0000 Line A1480 1 EACH $ $

62201-0250 Line A1500 20 HOUR $ $

62201-0550 Line A1520 20 HOUR $ $

CURB, CONCRETE, 14-INCH DEPTH

GUTTER, CONCRETE (VALLEY GUTTER, 6-INCH DEPTH)

PAVED DITCH, ASPHALT

SIDEWALK, CONCRETE

GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS (STAINED)

GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A (STAINED)

GEOCOMPOSITE UNDERDRAIN SYSTEM

CLEANING CULVERT IN PLACE

CLEANING CULVERT IN PLACE (INLET BASIN)

STRUCTURE TRANSITION RAILING (STAINED)

GATE (ROAD CLOSED)

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS (STAINED)

TERMINAL SECTION, TYPE G4-BAT (STAINED)

TERMINAL SECTION, TYPE G4-CRT (STAINED)

TERMINAL SECTION TYPE TANGENT (STAINED)

TERMINAL SECTION, TYPE MGS TANGENT (STAINED)

REPLACEMENT GUARDRAIL W-BEAM RAIL ELEMENT, TYPE 2, CLASS A (STAINED)

A-10

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0950 Line A1540 20 HOUR $ $

62201-2850 Line A1560 20 HOUR $ $

62201-3350 Line A1580 20 HOUR $ $

62301-0000 Line A1600 150 HOUR $ $

62302-0100 Line A1620 20 HOUR $ $

62302-1000 Line A1640 100 HOUR $ $

62302-1100 Line A1660 40 HOUR $ $

62406-0300 Line A1680 4.0 ACRE $ $

62510-2000 Line A1700 3.6 ACRE $ $

62515-2000 Line A1720 3.2 ACRE $ $

62515-3000 Line A1740 0.5 ACRE $ $

62630-0350 Line A1760 100 EACH $ $

63301-0000 Line A1780 110 EACH $ $

63308-2000 Line A1800 182 EACH $ $

63309-0100 Line A1820 335 EACH $ $

63316-1000 Line A1840 5 EACH $ $

63325-0000 Line A1860 50 LNFT $ $

63402-0700 Line A1880 38.0 MILE $ $

63402-0800 Line A1900 1.6 MILE $ $

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

PLANTINGS, TREES, BALLED AND BURLAPPED (GOVERNMENT FURNISHED)

SIGN SYSTEM

OBJECT MARKER, TYPE 2

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

DELINEATOR, TYPE 1

REMOVE AND RESET SIGN

MUMBLE STRIP

PAVEMENT MARKINGS, TYPE D, SOLID

PAVEMENT MARKINGS, TYPE D, BROKEN

A-11

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63405-0050 Line A1920 15 EACH $ $

63501-1000 Line A1940 ALL LPSM $

63502-0600 Line A1960 3 EACH $ $

63502-0900 Line A1980 20 EACH $ $

63502-2000 Line A2000 2 EACH $ $

63502-3900 Line A2020 21 EACH $ $

63503-1000 Line A2040 500 LNFT $ $

63506-0500 Line A2060 2,160 HOUR $ $

63506-0600 Line A2080 720 HOUR $ $

63701-0000 Line A2100 1 EACH $ $

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

PAVEMENT MARKINGS, SYMBOLS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

FIELD OFFICE

Amendment A002

A-12

Schedule A Alternate Bid Item

15401-0000 CONTRACT TESTING (GOVERNMENT FURNISHED LAB)* $ __________________

* See page A-4 of this Solicitation for an explanation of how to bid this item.

Schedule B Account: ALL

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line B0020 ALL LPSM $

15210-3000 Line B0040 10.719 MILE $ $

15215-1000 Line B0060 13 EACH $ $

15215-3000 Line B0080 33 EACH $ $

15215-7000 Line B0100 4 EACH $ $

15225-0000 Line B0120 0.564 MILE $ $

15236-2000 Line B0140 1.128 MILE $ $

15301-0000 Line B0160 ALL LPSM $

15401-0000 Line B0180 ALL LPSM $

15501-0000 Line B0200 ALL LPSM $

15705-0100 Line B0220 4,600 LNFT $ $

15705-1400 Line B0240 5,350 LNFT $ $

15706-0200 Line B0260 90 EACH $ $

15706-0300 Line B0280 1,500 EACH $ $

15706-1000 Line B0300 6 EACH $ $

15706-1600 Line B0320 2 EACH $ $

15802-0000 Line B0340 ALL LPSM $

20101-0000 Line B0360 8.0 ACRE $ $

20104-0000 Line B0380 27.0 ACRE $ $

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, APPROACH ROAD

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

CLEARING

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, SANDBAG

SOIL EROSION CONTROL, INLET PROTECTION

SURVEY CONTROL, GRADE FINISHING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

Schedule Total: ________________________

Submitted by: _________________________

Amendment A002

A-13

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20120-1000 Line B0400 60 EACH $ $

20301-1100 Line B0420 1 EACH $ $

20301-1900 Line B0440 19 EACH $ $

20301-2400 Line B0460 90 EACH $ $

20302-1200 Line B0480 4,190 LNFT $ $

20303-1600 Line B0500 1,965 SQYD $ $

20401-0000 Line B0520 18,300 CUYD $ $

20402-0000 Line B0540 14,300 CUYD $ $

20403-0000 Line B0560 8,700 CUYD $ $

20425-1000 Line B0580 450 LNFT $ $

20441-0000 Line B0600 5,600 CUYD $ $

25101-0200 Line B0620 135 CUYD $ $

25101-0300 Line B0640 210 CUYD $ $

25125-0000 Line B0660 65 EACH $ $

25126-0000 Line B0680 45 EACH $ $

25201-0000 Line B0700 1,850 CUYD $ $

25205-1000 Line B0720 1,635 CUYD $ $

25305-1000 Line B0740 55 SQYD $ $

30201-2000 Line B0760 5,215 CUYD $ $

PLACED RIPRAP, METHOD A, CLASS 2

PLACED RIPRAP, METHOD A, CLASS 3

BOULDER

REMOVAL, INDIVIDUAL TREE

REMOVAL OF GATE

REMOVAL OF PAVEMENT, ASPHALT

ROADWAY EXCAVATION

SUBEXCAVATION

UNCLASSIFIED BORROW

DITCH, EXCAVATION

WASTE

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF GUARDRAIL

REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

ROADWAY AGGREGATE, METHOD 2

REMOVE AND RESET BOULDER

SPECIAL ROCK EMBANKMENT

ROCK BUTTRESS, MECHANICALLY-PLACED

A-14

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

30301-1000 Line B0780 3.000 MILE $ $

30401-5500 Line B0800 12.040 MILE $ $

40101-5600 Line B0820 33,310 TON $ $

40105-3000 Line B0840 330 TON $ $

40601-0000 Line B0860 85 TON $ $

41102-1000 Line B0880 198,700 SQYD $ $

41105-0000 Line B0900 260 TON $ $

41201-0000 Line B0920 85 TON $ $

55901-0000 Line B0940 80 SQYD $ $

60201-0800 Line B0960 1,890 LNFT $ $

60201-0900 Line B0980 70 LNFT $ $

60201-1000 Line B1000 140 LNFT $ $

60210-0800 Line B1020 64 EACH $ $

60210-0900 Line B1040 1 EACH $ $

60210-1000 Line B1060 4 EACH $ $

60212-0800 Line B1080 6 EACH $ $

60403-0000 Line B1100 1 EACH $ $

60409-0000 Line B1120 1 EACH $ $

60501-0000 Line B1140 2,000 LNFT $ $

DITCH RECONDITIONING

FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

30-INCH PIPE CULVERT

36-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 30-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

ELBOW, 24-INCH

FOG SEAL

PRIME COAT, METHOD 1

BLOTTER

TACK COAT

MEMBRANE WATERPROOFING

24-INCH PIPE CULVERT

INLET

INLET TOP, METAL FRAME AND GRATE

STANDARD UNDERDRAIN SYSTEM

A-15

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60502-0000 Line B1160 1,100 LNFT $ $

60704-0000 Line B1180 1 EACH $ $

60704-0000 Line B1200 5 EACH $ $

60901-1200 Line B1220 430 LNFT $ $

60905-1000 Line B1240 275 LNFT $ $

60908-1000 Line B1260 195 SQYD $ $

61501-0100 Line B1280 220 SQYD $ $

61701-1200 Line B1300 75 LNFT $ $

61701-4100 Line B1320 56 LNFT $ $

61701-4500 Line B1340 1,413 LNFT $ $

61702-0300 Line B1360 1 EACH $ $

61702-0400 Line B1380 2 EACH $ $

61702-0800 Line B1400 2 EACH $ $

61702-1500 Line B1420 3 EACH $ $

61705-0100 Line B1440 37.5 LNFT (CQ) $ $

61707-0000 Line B1460 100 LNFT (CQ) $ $

61902-0000 Line B1480 1 EACH $ $

62201-0250 Line B1500 30 HOUR $ $

62201-0550 Line B1520 30 HOUR $ $

CURB, CONCRETE, 14-INCH DEPTH

GUTTER, CONCRETE (VALLEY GUTTER, 6-INCH DEPTH)

PAVED DITCH, ASPHALT

SIDEWALK, CONCRETE

GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS (STAINED)

GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A (STAINED)

GEOCOMPOSITE UNDERDRAIN SYSTEM

CLEANING CULVERT IN PLACE

CLEANING CULVERT IN PLACE (INLET BASIN)

STRUCTURE TRANSITION RAILING (STAINED)

GATE (ROAD CLOSED)

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS (STAINED)

TERMINAL SECTION, TYPE G4-BAT (STAINED)

TERMINAL SECTION, TYPE G4-CRT (STAINED)

TERMINAL SECTION TYPE TANGENT (STAINED)

TERMINAL SECTION, TYPE MGS TANGENT (STAINED)

REPLACEMENT GUARDRAIL W-BEAM RAIL ELEMENT, TYPE 2, CLASS A (STAINED)

A-16

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62201-0950 Line B1540 30 HOUR $ $

62201-2850 Line B1560 30 HOUR $ $

62201-3350 Line B1580 30 HOUR $ $

62301-0000 Line B1600 150 HOUR $ $

62302-0100 Line B1620 20 HOUR $ $

62302-1000 Line B1640 160 HOUR $ $

62302-1100 Line B1660 80 HOUR $ $

62406-0300 Line B1680 4.0 ACRE $ $

62510-2000 Line B1700 3.6 ACRE $ $

62515-2000 Line B1720 3.2 ACRE $ $

62515-3000 Line B1740 0.5 ACRE $ $

62630-0350 Line B1760 100 EACH $ $

63301-0000 Line B1780 130 EACH $ $

63308-2000 Line B1800 276 EACH $ $

63309-0100 Line B1820 445 EACH $ $

63316-1000 Line B1840 5 EACH $ $

63325-0000 Line B1860 50 LNFT $ $

63402-0700 Line B1880 56.0 MILE $ $

63402-0800 Line B1900 2.5 MILE $ $

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

PLANTINGS, TREES, BALLED AND BURLAPPED (GOVERNMENT FURNISHED)

SIGN SYSTEM

OBJECT MARKER, TYPE 2

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

DELINEATOR, TYPE 1

REMOVE AND RESET SIGN

MUMBLE STRIP

PAVEMENT MARKINGS, TYPE D, SOLID

PAVEMENT MARKINGS, TYPE D, BROKEN

A-17

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63405-0050 Line B1920 20 EACH $ $

63501-1000 Line B1940 ALL LPSM $

63502-0600 Line B1960 3 EACH $ $

63502-0900 Line B1980 100 EACH $ $

63502-1300 Line B2000 200 EACH $ $

63502-2000 Line B2020 2 EACH $ $

63502-3900 Line B2040 30 EACH $ $

63503-1000 Line B2060 500 LNFT $ $

63505-1000 Line B2080 2.2 MILE $ $

63506-0500 Line B2100 2,640 HOUR $ $

63506-0600 Line B2120 880 HOUR $ $

63602-7000 Line B2140 1 EACH $ $

63701-0000 Line B2160 1 EACH $ $

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

PAVEMENT MARKINGS, SYMBOLS

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

SYSTEM INSTALLATION, SPEED FEEDBACK SIGN

FIELD OFFICE

Amendment A002

A-18

Schedule B Alternate Bid Item

Schedule C Account: ALL

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line C0020 ALL LPSM $

15210-3000 Line C0040 14.412 MILE $ $

15215-1000 Line C0060 30 EACH $ $

15215-3000 Line C0080 47 EACH $ $

15215-7000 Line C0100 4 EACH $ $

15225-0000 Line C0120 0.564 MILE $ $

15236-2000 Line C0140 1.128 MILE $ $

15301-0000 Line C0160 ALL LPSM $

15401-0000 Line C0180 ALL LPSM $

15501-0000 Line C0200 ALL LPSM $

15705-0100 Line C0220 5,000 LNFT $ $

15705-1400 Line C0240 5,930 LNFT $ $

15706-0200 Line C0260 95 EACH $ $

15706-0300 Line C0280 1,500 EACH $ $

15706-1000 Line C0300 15 EACH $ $

15706-1600 Line C0320 2 EACH $ $

15802-0000 Line C0340 ALL LPSM $

20101-0000 Line C0360 8.0 ACRE $ $

20104-0000 Line C0380 36.0 ACRE $ $

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, APPROACH ROAD

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, PARKING AREA

SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL

CLEARING

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, SANDBAG

SOIL EROSION CONTROL, INLET PROTECTION

SURVEY CONTROL, GRADE FINISHING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

Schedule Total: ________________________

Submitted by: _________________________

Amendment A002

A-19

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20120-1000 Line C0400 80 EACH $ $

20301-1100 Line C0420 1 EACH $ $

20301-1900 Line C0440 21 EACH $ $

20301-2400 Line C0460 135 EACH $ $

20302-0200 Line C0480 565 LNFT $ $

20302-1200 Line C0500 11,895 LNFT $ $

20302-1300 Line C0520 565 LNFT $ $

20303-1600 Line C0540 3,800 SQYD $ $

20401-0000 Line C0560 22,600 CUYD $ $

20402-0000 Line C0580 14,300 CUYD $ $

20403-0000 Line C0600 4,360 CUYD $ $

20425-1000 Line C0620 850 LNFT $ $

20441-0000 Line C0640 5,600 CUYD $ $

25101-0200 Line C0660 170 CUYD $ $

25101-0300 Line C0680 220 CUYD $ $

25101-0400 Line C0700 25 CUYD $ $

25125-0000 Line C0720 65 EACH $ $

25126-0000 Line C0740 45 EACH $ $

25201-0000 Line C0760 1,850 CUYD $ $

DITCH, EXCAVATION

WASTE

PLACED RIPRAP, METHOD A, CLASS 2

REMOVAL, INDIVIDUAL TREE

REMOVAL OF GATE

REMOVAL OF GUARDRAIL

REMOVAL OF GUARDRAIL, CONCRETE BARRIER

REMOVAL OF PAVEMENT, ASPHALT

ROADWAY EXCAVATION

SUBEXCAVATION

UNCLASSIFIED BORROW

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF CURB

REMOVE AND RESET BOULDER

SPECIAL ROCK EMBANKMENT

PLACED RIPRAP, METHOD A, CLASS 3

PLACED RIPRAP, METHOD A, CLASS 4

BOULDER

A-20

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

25205-1000 Line C0780 1,635 CUYD $ $

25305-1000 Line C0800 55 SQYD $ $

30201-2000 Line C0820 6,250 CUYD $ $

30301-1000 Line C0840 3.500 MILE $ $

30401-5500 Line C0860 16.046 MILE $ $

40101-5600 Line C0880 44,000 TON $ $

40105-3000 Line C0900 440 TON $ $

40601-0000 Line C0920 115 TON $ $

41102-1000 Line C0940 263,000 SQYD $ $

41105-0000 Line C0960 340 TON $ $

41201-0000 Line C0980 115 TON $ $

55222-0000 Line C1000 ALL LPSM $

55901-0000 Line C1020 195 SQYD $ $

60101-0000 Line C1040 3 CUYD $ $

60103-0000 Line C1060 1 EACH $ $

60103-0000 Line C1080 3 EACH $ $

60103-0000 Line C1100 5 EACH $ $

60201-0800 Line C1120 2,440 LNFT $ $

60201-0900 Line C1140 70 LNFT $ $

ROCK BUTTRESS, MECHANICALLY-PLACED

REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

ROADWAY AGGREGATE, METHOD 2

DITCH RECONDITIONING

TACK COAT

REPAIR CONCRETE

MEMBRANE WATERPROOFING

CONCRETE (COLLAR, MSE REPAIR)

CONCRETE, HEADWALL (MSE REPAIR)

CONCRETE, HEADWALL (HALF HEIGHT)

FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH

ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

FOG SEAL

PRIME COAT, METHOD 1

BLOTTER

CONCRETE, HEADWALL (FULL HEIGHT)

24-INCH PIPE CULVERT

30-INCH PIPE CULVERT

A-21

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60201-1000 Line C1160 140 LNFT $ $

60201-1200 Line C1180 225 LNFT $ $

60210-0800 Line C1200 81 EACH $ $

60210-0900 Line C1220 1 EACH $ $

60210-1000 Line C1240 4 EACH $ $

60211-1000 Line C1260 1 EACH $ $

60212-0800 Line C1280 6 EACH $ $

60230-0000 Line C1300 4 EACH $ $

60403-0000 Line C1320 2 EACH $ $

60409-0000 Line C1340 2 EACH $ $

60501-0000 Line C1360 2,000 LNFT $ $

60502-0000 Line C1380 1,100 LNFT $ $

60704-0000 Line C1400 12 EACH $ $

60704-0000 Line C1420 10 EACH $ $

60901-1200 Line C1440 430 LNFT $ $

60905-1000 Line C1460 275 LNFT $ $

60908-1000 Line C1480 195 SQYD $ $

61501-0100 Line C1500 220 SQYD $ $

61701-1200 Line C1520 263 LNFT $ $

END SECTION FOR 30-INCH PIPE CULVERT

END SECTION FOR 36-INCH PIPE CULVERT

END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

ELBOW, 24-INCH

DEBRIS RACK

INLET

36-INCH PIPE CULVERT

48-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

GUTTER, CONCRETE (VALLEY GUTTER, 6-INCH DEPTH)

PAVED DITCH, ASPHALT

SIDEWALK, CONCRETE

GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS (STAINED)

INLET TOP, METAL FRAME AND GRATE

STANDARD UNDERDRAIN SYSTEM

GEOCOMPOSITE UNDERDRAIN SYSTEM

CLEANING CULVERT IN PLACE

CLEANING CULVERT IN PLACE (INLET BASIN)

CURB, CONCRETE, 14-INCH DEPTH

A-22

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61701-4100 Line C1540 56 LNFT $ $

61701-4500 Line C1560 8,338 LNFT $ $

61702-0300 Line C1580 1 EACH $ $

61702-0400 Line C1600 2 EACH $ $

61702-0800 Line C1620 6 EACH $ $

61702-1500 Line C1640 17 EACH $ $

61705-0100 Line C1660 100.0 LNFT (CQ) $ $

61707-0000 Line C1680 200 LNFT (CQ) $ $

61801-0000 Line C1700 550 LNFT $ $

61902-0000 Line C1720 1 EACH $ $

62201-0250 Line C1740 40 HOUR $ $

62201-0550 Line C1760 40 HOUR $ $

62201-0950 Line C1780 40 HOUR $ $

62201-2850 Line C1800 40 HOUR $ $

62201-3350 Line C1820 40 HOUR $ $

62301-0000 Line C1840 150 HOUR $ $

62302-0100 Line C1860 60 HOUR $ $

62302-1000 Line C1880 200 HOUR $ $

62302-1100 Line C1900 120 HOUR $ $

GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A (STAINED)

GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS (STAINED)

CONCRETE BARRIER

GATE (ROAD CLOSED)

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH

WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

TERMINAL SECTION, TYPE G4-BAT (STAINED)

TERMINAL SECTION, TYPE G4-CRT (STAINED)

TERMINAL SECTION TYPE TANGENT (STAINED)

TERMINAL SECTION, TYPE MGS TANGENT (STAINED)

REPLACEMENT GUARDRAIL W-BEAM RAIL ELEMENT, TYPE 2, CLASS A (STAINED)

STRUCTURE TRANSITION RAILING (STAINED)

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

A-23

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62406-0300 Line C1920 4.0 ACRE $ $

62510-2000 Line C1940 3.6 ACRE $ $

62515-2000 Line C1960 3.2 ACRE $ $

62515-3000 Line C1980 0.5 ACRE $ $

62630-0350 Line C2000 100 EACH $ $

63301-0000 Line C2020 170 EACH $ $

63308-2000 Line C2040 360 EACH $ $

63308-3000 Line C2060 2 EACH $ $

63309-0100 Line C2080 540 EACH $ $

63316-1000 Line C2100 5 EACH $ $

63325-0000 Line C2120 50 LNFT $ $

63402-0700 Line C2140 73.0 MILE $ $

63402-0800 Line C2160 3.5 MILE $ $

63405-0050 Line C2180 25 EACH $ $

63501-1000 Line C2200 ALL LPSM $

63502-0600 Line C2220 3 EACH $ $

63502-0900 Line C2240 250 EACH $ $

63502-1300 Line C2260 500 EACH $ $

63502-2000 Line C2280 2 EACH $ $

SEEDING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

PLANTINGS, TREES, BALLED AND BURLAPPED (GOVERNMENT FURNISHED)

SIGN SYSTEM

OBJECT MARKER, TYPE 2

PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

PAVEMENT MARKINGS, SYMBOLS

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

OBJECT MARKER, TYPE 3

DELINEATOR, TYPE 1

REMOVE AND RESET SIGN

MUMBLE STRIP

PAVEMENT MARKINGS, TYPE D, SOLID

PAVEMENT MARKINGS, TYPE D, BROKEN

A-24

Project No: CO FLAP CHA306(1)

Name: COTTONWOOD PASS EAST SIDE CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63502-3900 Line C2300 40 EACH $ $

63503-1000 Line C2320 500 LNFT $ $

63505-1000 Line C2340 9.6 MILE $ $

63506-0500 Line C2360 3,120 HOUR $ $

63506-0600 Line C2380 1,040 HOUR $ $

63602-7000 Line C2400 4 EACH $ $

63701-0000 Line C2420 1 EACH $ $

FIELD OFFICE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

SYSTEM INSTALLATION, SPEED FEEDBACK SIGN

Amendment A002

A-25

Schedule C Alternate Bid Item

General Decision Number: CO180022 02/09/2018 CO22

Superseded General Decision Number: CO20170022

State: Colorado

Construction Type: Highway

Counties: Alamosa, Archuleta, Chaffee, Conejos, Custer, Delta, Dolores, Fremont, Gunnison, Hinsdale, La Plata, Mineral, Montezuma, Montrose, Ouray, Rio Grande, Saguache, San Juan and

San Miguel Counties in Colorado.

HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January

1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year

2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/05/2018

1 02/09/2018

CARP9901-009 11/01/2016

Rates Fringes

CARPENTER (Excludes Form Work)...$ 25.50 7.47

ELEC0111-004 03/01/2013

ELECTRICIAN (Boom Truck

Operator)........................$ 21.71 8.66

ENGI0009-016 05/01/2017

POWER EQUIPMENT OPERATOR:

D-1

(3)- Drill Rig Caisson

(smaller than Watson 2500 and similar)................$ 27.60 10.10

(4)-Mechanic

La Plata County............$ 28.08 10.10

(5)-Drill Rig Caisson

(Watson 2500 similar or larger).....................$ 27.92 10.10

* SUCO2011-007 09/15/2011

CARPENTER (Form Work Only)

Alamosa, Archuleta, Chaffee, Conejos, Custer, Delta, Dolores, Fremont, Gunnison, Hinsdale, Mineral, Montezuma, Montrose, Ouray, Rio

Grande, Saguache, San

Juan, San Miguel............$ 18.57 5.38

La Plata....................$ 18.60 5.38

CEMENT MASON/CONCRETE FINISHER

Conejos, Custer, Delta, Dolores, Fremont, Gunnison, Hinsdale, Mineral, Montezuma, Ouray, Rio Grande, Saguache, San

Juan, San Miguel............$ 17.67 2.85

Chaffee.....................$ 15.55 2.85

La Plata....................$ 18.99 2.85

Montrose....................$ 16.95 2.85

ELECTRICIAN......................$ 28.06 8.76

GUARDRAIL INSTALLER..............$ 12.78 3.31

HIGHWAY/PARKING LOT STRIPING:

Truck Driver (Line Striping

Truck)...........................$ 14.60 3.49

HIGHWAY/PARKING LOT

STRIPING:Painter.................$ 12.90 3.07

IRONWORKER, REINFORCING

(Excludes Guardrail

Installation)....................$ 16.94 6.77

IRONWORKER, STRUCTURAL

(Excludes Guardrail

Installation)....................$ 16.76 6.01

LABORER

Asphalt Raker

D-2

Alamosa....................$ 17.53 3.75

Archuleta, Chaffee, Conejos, Custer, Delta, Dolores, Fremont, Gunnison, Hinsdale, San

Juan, San Miguel...........$ 16.43 3.42

La Plata...................$ 15.38 3.12

Common or General

Alamosa, Chaffee, Montezuma, Montrose........$ 12.44 3.53

Archuleta, Conejos, Custer, Delta, Dolores, Gunnison, Hindsdale, Ouray, Rio Grande, Saguache, San Miguel.......$ 13.70 3.53

Fremont....................$ 15.19 3.00

La Plata...................$ 14.07 3.53

Mineral....................$ 14.84 3.53

San Juan...................$ 13.73 3.53

Concrete Saw (Hand Held)....$ 16.00 6.14

Landscape and Irrigation

Alamosa, Archuleta, Chaffee, Conejos, Custer, Delta, Dolores, Fremont, Gunnison, Hinsdale, Mineral, Montezuma, Montrose, Ouray, Rio

Grande, Saguache, San

Juan, San Miguel...........$ 14.02 3.16

La Plata...................$ 13.54 3.16

Mason Tender-

Cement/Concrete

Alamosa, Archuleta, Conejos, Custer, Delta, Dolores, Fremont, Gunnison, Hinsdale, Mineral, Montezuma, Montrose, Ouray, Rio

Grande, Saguache, San

Juan, San Miguel...........$ 14.59 3.10

Chaffee....................$ 12.44 3.10

La Plata...................$ 15.67 3.10

Traffic Control (Flagger)...$ 9.42 3.21

Traffic Control (Sets

Up/Moves Barrels, Cones, Install Signs, Arrow

Boards and Place

Stationary Flags)(Excludes

Flaggers)...................$ 12.39 3.20

PAINTER (Spray Only).............$ 17.54 3.52

POWER EQUIPMENT OPERATOR:

Asphalt Laydown

Alamosa, La Plata..........$ 22.67 8.72

Archuleta, Chaffee, Conejos, Custer, Delta, D-3

Dolores, Fremont, Gunnison, Hinsdale, Mineral, Montezuma, Montrose, Ouray, Rio

Grande, Saguache, San

Juan, San Miguel...........$ 23.13 8.64

Asphalt Paver...............$ 22.67 8.72

Asphalt Plant...............$ 17.23 4.07

Asphalt Roller

Alamosa....................$ 21.67 8.22

Archuleta, Chaffee, Conejos, Custer, Delta, Dolores, Fremont, Gunnison, Hinsdale, Mineral, Montrose,…