FlagstaffA001.pdf

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

A- 5

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

EACH $_______________ $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

15703-2000 SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT

29.0

ACRE $_______________ $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

19,500

LNFT $_______________ $___________________

15705-0800 SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

LNFT $_______________ $___________________

15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

3,100

LNFT $_______________ $___________________

15706-0200 SOIL EROSION CONTROL, CHECK DAM

EACH $_______________ $___________________

15801-0000 WATERING FOR DUST CONTROL

5,500

MGAL $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule A

MCGEHEE

Typewritten Text

REVISED 12/11/08

AMENDMENT A001

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 6

20101-0000 CLEARING AND GRUBBING

35.0

ACRE $_______________ $___________________

20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL Lump Sum $___________________

20402-0000 SUBEXCAVATION

1,000

CUYD $_______________ $___________________

20420-0000 EMBANKMENT CONSTRUCTION

100,000

CUYD $_______________ $___________________

20435-2000 BACKFILL, GRANULAR

1,000

CUYD $_______________ $___________________

25101-2000 PLACED RIPRAP, CLASS 2

CUYD $_______________ $___________________

25101-3000 PLACED RIPRAP, CLASS 3

CUYD $_______________ $___________________

25101-4000 PLACED RIPRAP, CLASS 4

CUYD $_______________ $___________________

30101-0000 AGGREGATE BASE

18,300

TON $_______________ $___________________

30306-4000 PULVERIZING, 8-INCH DEPTH

51,700

SQYD $_______________ $___________________

30606-0000 MAGNESIUM CHLORIDE

TON $_______________ $___________________

40101-0600 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL

18,000

TON $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule A

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 7

40105-3000 ANTISTRIP ADDITIVE, TYPE 3

TON $_______________ $___________________

40301-0500 HOT ASPHALT CONCRETE PAVEMENT, GRADING E

1,550

TON $_______________ $___________________

40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR

SS-1H

TON $_______________ $___________________

41101-3000 PRIME COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

41105-0000 BLOTTER

TON $_______________ $___________________

41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

60101-0000 CONCRETE

CUYD $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0900 30-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1200 48-INCH PIPE CULVERT

LNFT $_______________ $___________________

60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule A

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 8

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

EACH $_______________ $___________________

60220-3050 10 FEET SPAN, 6 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

60405-0000 MANHOLE ADJUSTMENT

EACH $_______________ $___________________

61102-3750 12-INCH WATERLINE, DUCTILE IRON

1,150

LNFT $_______________ $___________________

61108-1000 ADJUST WATER VALVE

EACH $_______________ $___________________

61108-3000 ADJUST WATER METER

EACH $_______________ $___________________

61701-1850 GUARDRAIL SYSTEM G4, TYPE 4, CLASS A WOOD POSTS

15,900

LNFT $_______________ $___________________

61702-0800 TERMINAL SECTION TYPE TANGENT

EACH $_______________ $___________________

61703-1000 TERMINAL END, TYPE FLARED END SECTION

EACH $_______________ $___________________

61921-1000 REMOVE AND RESET FENCE

LNFT $_______________ $___________________

62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule A

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 9

62201-0400 BACKHOE LOADER, 2 CUBIC F00T MINIMUM RATED CAPACITY

BUCKET, 12-INCH WIDTH

HOUR $_______________ $___________________

62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

HOUR $_______________ $___________________

62201-1400 BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

HOUR $_______________ $___________________

62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

HOUR $_______________ $___________________

62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

HOUR $_______________ $___________________

62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

HOUR $_______________ $___________________

62407-0000 PLACING CONSERVED TOPSOIL

14,300

CUYD $_______________ $___________________

62510-2000 SEEDING, HYDRAULIC METHOD

29.0

ACRE $_______________ $___________________

62515-2000 MULCHING, HYDRAULIC METHOD

29.0

ACRE $_______________ $___________________

62901-0700 ROLLED EROSION CONTROL PRODUCT, TYPE 2.C

22,250

SQYD $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule A

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 10

63301-0000 SIGN SYSTEM

EACH $_______________ $___________________

63308-3000 OBJECT MARKER, TYPE 3

EACH $_______________ $___________________

63309-0000 DELINEATOR

EACH $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

63404-0200 PAVEMENT MARKINGS, TYPE B

GAL $_______________ $___________________

63405-0050 PAVEMENT MARKINGS, SYMBOLS

EACH $_______________ $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

EACH $_______________ $___________________

63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH

EACH $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

EACH $_______________ $___________________

63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A (FLASHING

YELLOW BEACON)

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule A

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 11

63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

EACH $_______________ $___________________

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN

EACH $_______________ $___________________

63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

EACH $_______________ $___________________

63502-2600 TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY CRASH

CUSHION

EACH $_______________ $___________________

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

LNFT $_______________ $___________________

63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

LNFT $_______________ $___________________

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

16,500

LNFT $_______________ $___________________

63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

65,500

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63505-1500 TEMPORARY TRAFFIC CONTROL, VEHICLE POSITIONING GUIDES

3.8

MILE $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

7,500

HOUR $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule A

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 12

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,000

HOUR $_______________ $___________________

63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

WEEK $_______________ $___________________

63610-2800 CONDUIT, 4-INCH, PVC

13,600

LNFT $_______________ $___________________

64603-0500 FIXTURE, BICYCLE STORAGE RACK

EACH $_______________ $___________________

64620-0400 REMOVE AND RESET MAILBOX

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule A

MCGEHEE

Typewritten Text

A- 13

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

EACH $_______________ $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

15703-2000 SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT

33.0

ACRE $_______________ $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

22,100

LNFT $_______________ $___________________

15705-0800 SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

LNFT $_______________ $___________________

15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

4,100

LNFT $_______________ $___________________

15706-0200 SOIL EROSION CONTROL, CHECK DAM

EACH $_______________ $___________________

15706-1400 SOIL EROSION CONTROL, INLET PROTECTION TYPE D

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule B

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 14

15801-0000 WATERING FOR DUST CONTROL

6,500

MGAL $_______________ $___________________

20101-0000 CLEARING AND GRUBBING

38.0

ACRE $_______________ $___________________

20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL Lump Sum $___________________

20402-0000 SUBEXCAVATION

1,500

CUYD $_______________ $___________________

20420-0000 EMBANKMENT CONSTRUCTION

110,000

CUYD $_______________ $___________________

20435-2000 BACKFILL, GRANULAR

1,500

CUYD $_______________ $___________________

25101-2000 PLACED RIPRAP, CLASS 2

CUYD $_______________ $___________________

25101-3000 PLACED RIPRAP, CLASS 3

CUYD $_______________ $___________________

25101-4000 PLACED RIPRAP, CLASS 4

CUYD $_______________ $___________________

30101-0000 AGGREGATE BASE

20,900

TON $_______________ $___________________

30306-4000 PULVERIZING, 8-INCH DEPTH

64,400

SQYD $_______________ $___________________

30606-0000 MAGNESIUM CHLORIDE

TON $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule B

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 15

40101-0600 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL

23,000

TON $_______________ $___________________

40105-3000 ANTISTRIP ADDITIVE, TYPE 3

TON $_______________ $___________________

40301-0500 HOT ASPHALT CONCRETE PAVEMENT, GRADING E

1,550

TON $_______________ $___________________

40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR

SS-1H

TON $_______________ $___________________

41101-3000 PRIME COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

41105-0000 BLOTTER

TON $_______________ $___________________

41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

60101-0000 CONCRETE

CUYD $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0900 30-INCH PIPE CULVERT

LNFT $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule B

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 16

60201-1200 48-INCH PIPE CULVERT

LNFT $_______________ $___________________

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

LNFT $_______________ $___________________

60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

EACH $_______________ $___________________

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

ELLIPTICAL PIPE CULVERT

EACH $_______________ $___________________

60220-1750 8 FEET SPAN, 3 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

60220-3050 10 FEET SPAN, 6 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

60403-0000 INLET

EACH $_______________ $___________________

60405-0000 MANHOLE ADJUSTMENT

EACH $_______________ $___________________

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

5,550

LNFT $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule B

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 17

61102-3750 12-INCH WATERLINE, DUCTILE IRON

1,150

LNFT $_______________ $___________________

61108-1000 ADJUST WATER VALVE

EACH $_______________ $___________________

61108-3000 ADJUST WATER METER

EACH $_______________ $___________________

61202-0700 8-INCH SEWER LINE, PLASTIC

LNFT $_______________ $___________________

61203-0000 MANHOLE, SANITARY SEWER

EACH $_______________ $___________________

61502-1000 DRIVE PAD, CONCRETE

SQYD $_______________ $___________________

61701-1850 GUARDRAIL SYSTEM G4, TYPE 4, CLASS A WOOD POSTS

15,900

LNFT $_______________ $___________________

61702-0800 TERMINAL SECTION TYPE TANGENT

EACH $_______________ $___________________

61703-1000 TERMINAL END, TYPE FLARED END SECTION

EACH $_______________ $___________________

61921-1000 REMOVE AND RESET FENCE

LNFT $_______________ $___________________

62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62201-0400 BACKHOE LOADER, 2 CUBIC F00T MINIMUM RATED CAPACITY

BUCKET, 12-INCH WIDTH

HOUR $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule B

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 18

62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

HOUR $_______________ $___________________

62201-1400 BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

HOUR $_______________ $___________________

62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

HOUR $_______________ $___________________

62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

HOUR $_______________ $___________________

62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

HOUR $_______________ $___________________

62407-0000 PLACING CONSERVED TOPSOIL

16,500

CUYD $_______________ $___________________

62510-2000 SEEDING, HYDRAULIC METHOD

33.0

ACRE $_______________ $___________________

62515-2000 MULCHING, HYDRAULIC METHOD

33.0

ACRE $_______________ $___________________

62901-0700 ROLLED EROSION CONTROL PRODUCT, TYPE 2.C

26,700

SQYD $_______________ $___________________

63301-0000 SIGN SYSTEM

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule B

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 19

63308-3000 OBJECT MARKER, TYPE 3

EACH $_______________ $___________________

63309-0000 DELINEATOR

EACH $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

63404-0200 PAVEMENT MARKINGS, TYPE B

GAL $_______________ $___________________

63405-0050 PAVEMENT MARKINGS, SYMBOLS

EACH $_______________ $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

EACH $_______________ $___________________

63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH

EACH $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

EACH $_______________ $___________________

63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A (FLASHING

YELLOW BEACON)

EACH $_______________ $___________________

63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule B

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 20

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN

EACH $_______________ $___________________

63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

EACH $_______________ $___________________

63502-2600 TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY CRASH

CUSHION

EACH $_______________ $___________________

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

LNFT $_______________ $___________________

63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

LNFT $_______________ $___________________

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

20,500

LNFT $_______________ $___________________

63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

80,000

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,100

SQFT $_______________ $___________________

63505-1500 TEMPORARY TRAFFIC CONTROL, VEHICLE POSITIONING GUIDES

4.5

MILE $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

10,000

HOUR $_______________ $___________________

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,750

HOUR $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule B

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 21

63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

WEEK $_______________ $___________________

63610-2800 CONDUIT, 4-INCH, PVC

15,750

LNFT $_______________ $___________________

64603-0500 FIXTURE, BICYCLE STORAGE RACK

EACH $_______________ $___________________

64620-0400 REMOVE AND RESET MAILBOX

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule B

MCGEHEE

Typewritten Text

A- 22

Bid Schedule

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 MOBILIZATION

ALL Lump Sum $___________________

15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL Lump Sum $___________________

15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

EACH $_______________ $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

15703-2000 SOIL EROSION CONTROL, TEMPORARY TURF ESTABLISHMENT

40.0

ACRE $_______________ $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

26,200

LNFT $_______________ $___________________

15705-0800 SOIL EROSION CONTROL, TEMPORARY 36-INCH CULVERT PIPE

LNFT $_______________ $___________________

15705-1400 SOIL EROSION CONTROL, SEDIMENT LOG

5,800

LNFT $_______________ $___________________

15706-0200 SOIL EROSION CONTROL, CHECK DAM

EACH $_______________ $___________________

15706-1400 SOIL EROSION CONTROL, INLET PROTECTION TYPE D

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule C

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 23

15801-0000 WATERING FOR DUST CONTROL

7,350

MGAL $_______________ $___________________

20101-0000 CLEARING AND GRUBBING

44.0

ACRE $_______________ $___________________

20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL Lump Sum $___________________

20402-0000 SUBEXCAVATION

2,000

CUYD $_______________ $___________________

20420-0000 EMBANKMENT CONSTRUCTION

112,000

CUYD $_______________ $___________________

20435-2000 BACKFILL, GRANULAR

2,000

CUYD $_______________ $___________________

25101-1000 PLACED RIPRAP, CLASS 1

CUYD $_______________ $___________________

25101-2000 PLACED RIPRAP, CLASS 2

CUYD $_______________ $___________________

25101-3000 PLACED RIPRAP, CLASS 3

CUYD $_______________ $___________________

25101-4000 PLACED RIPRAP, CLASS 4

CUYD $_______________ $___________________

30101-0000 AGGREGATE BASE

23,700

TON $_______________ $___________________

30306-4000 PULVERIZING, 8-INCH DEPTH

71,700

SQYD $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule C

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 24

30606-0000 MAGNESIUM CHLORIDE

TON $_______________ $___________________

40101-0600 SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL

28,000

TON $_______________ $___________________

40105-3000 ANTISTRIP ADDITIVE, TYPE 3

TON $_______________ $___________________

40301-0500 HOT ASPHALT CONCRETE PAVEMENT, GRADING E

2,200

TON $_______________ $___________________

40920-1000 FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR

SS-1H

TON $_______________ $___________________

41101-3000 PRIME COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

41105-0000 BLOTTER

TON $_______________ $___________________

41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

TON $_______________ $___________________

41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

SQYD $_______________ $___________________

60101-0000 CONCRETE

CUYD $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule C

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 25

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0900 30-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-1200 48-INCH PIPE CULVERT

LNFT $_______________ $___________________

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

LNFT $_______________ $___________________

60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0800 END SECTION FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

EACH $_______________ $___________________

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

ELLIPTICAL PIPE CULVERT

EACH $_______________ $___________________

60220-0600 5 FEET SPAN, 4 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

60220-1750 8 FEET SPAN, 3 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

60220-3050 10 FEET SPAN, 6 FEET RISE PRECAST REINFORCED CONCRETE BOX

CULVERT

LNFT $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule C

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 26

60403-0000 INLET

EACH $_______________ $___________________

60404-1000 CATCH BASIN, TYPE 1

EACH $_______________ $___________________

60405-0000 MANHOLE ADJUSTMENT

EACH $_______________ $___________________

60901-1000 CURB, CONCRETE, 12-INCH DEPTH

7,160

LNFT $_______________ $___________________

60906-1000 GUTTER, CONCRETE

SQYD $_______________ $___________________

61102-3750 12-INCH WATERLINE, DUCTILE IRON

1,250

LNFT $_______________ $___________________

61108-1000 ADJUST WATER VALVE

EACH $_______________ $___________________

61108-3000 ADJUST WATER METER

EACH $_______________ $___________________

61202-0700 8-INCH SEWER LINE, PLASTIC

LNFT $_______________ $___________________

61203-0000 MANHOLE, SANITARY SEWER

EACH $_______________ $___________________

61501-0100 SIDEWALK, CONCRETE

SQYD $_______________ $___________________

61501-0800 SIDEWALK, AGGREGATE

2,500

SQYD $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule C

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 27

61501-1100 SIDEWALK, ASPHALT

SQYD $_______________ $___________________

61502-1000 DRIVE PAD, CONCRETE

SQYD $_______________ $___________________

61504-1000 ACCESSIBILITY RAMP, CONCRETE

SQYD $_______________ $___________________

61701-1850 GUARDRAIL SYSTEM G4, TYPE 4, CLASS A WOOD POSTS

15,900

LNFT $_______________ $___________________

61702-0800 TERMINAL SECTION TYPE TANGENT

EACH $_______________ $___________________

61703-1000 TERMINAL END, TYPE FLARED END SECTION

EACH $_______________ $___________________

61921-1000 REMOVE AND RESET FENCE

LNFT $_______________ $___________________

62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62201-0400 BACKHOE LOADER, 2 CUBIC F00T MINIMUM RATED CAPACITY

BUCKET, 12-INCH WIDTH

HOUR $_______________ $___________________

62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY

HOUR $_______________ $___________________

62201-1400 BULLDOZER, 250HP MINIMUM FLYWHEEL POWER

HOUR $_______________ $___________________

62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

HOUR $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule C

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 28

62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

HOUR $_______________ $___________________

62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

HOUR $_______________ $___________________

62407-0000 PLACING CONSERVED TOPSOIL

19,375

CUYD $_______________ $___________________

62510-2000 SEEDING, HYDRAULIC METHOD

40.0

ACRE $_______________ $___________________

62515-2000 MULCHING, HYDRAULIC METHOD

40.0

ACRE $_______________ $___________________

62901-0700 ROLLED EROSION CONTROL PRODUCT, TYPE 2.C

27,200

SQYD $_______________ $___________________

63301-0000 SIGN SYSTEM

EACH $_______________ $___________________

63308-3000 OBJECT MARKER, TYPE 3

EACH $_______________ $___________________

63309-0000 DELINEATOR

EACH $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule C

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 29

63404-0200 PAVEMENT MARKINGS, TYPE B

GAL $_______________ $___________________

63405-0050 PAVEMENT MARKINGS, SYMBOLS

EACH $_______________ $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

1,000

EACH $_______________ $___________________

63502-1200 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 28-INCH

EACH $_______________ $___________________

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

EACH $_______________ $___________________

63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL

EACH $_______________ $___________________

63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A (FLASHING

YELLOW BEACON)

EACH $_______________ $___________________

63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

EACH $_______________ $___________________

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN

EACH $_______________ $___________________

63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule C

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 30

63502-2600 TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY CRASH

CUSHION

EACH $_______________ $___________________

63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

LNFT $_______________ $___________________

63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

1,100

LNFT $_______________ $___________________

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

25,000

LNFT $_______________ $___________________

63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

97,500

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

1,250

SQFT $_______________ $___________________

63505-1500 TEMPORARY TRAFFIC CONTROL, VEHICLE POSITIONING GUIDES

5.3

MILE $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

11,500

HOUR $_______________ $___________________

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

2,100

HOUR $_______________ $___________________

63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

WEEK $_______________ $___________________

63610-2800 CONDUIT, 4-INCH, PVC

18,000

LNFT $_______________ $___________________

63621-1000 UTILITY BOX, PULLBOX

EACH $_______________ $___________________

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule C

MCGEHEE

Typewritten Text

Estimated Quantity Unit Bid Price Amount Bid

A- 31

64603-0500 FIXTURE, BICYCLE STORAGE RACK

EACH $_______________ $___________________

64620-0400 REMOVE AND RESET MAILBOX

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: AZ PFH 3-1(1)

FLAGSTAFF-CLINTS WELL ROAD (LAKE MARY ROAD)

Bid Schedule C

MCGEHEE

Typewritten Text

E-6 REVISED 12/11/08

AZ PFH 3-1(1)

Flagstaff-Clints Well Road

Material Sources

(a) Government-provided sources. Delete the text.

(b) Contractor-located sources. Add the following to the end of the first paragraph:

For Contractor-located, non-commercial sources, secure environmental clearances according to Subsection 107.10.

Reclaimed water is available for purchase from the City of Flagstaff. Contractor is responsible for all work to obtain permit and for all requirements of the City of Flagstaff to obtain water. Reclaimed water is available at the reclaimed/lone tree load out station off of J.W. Powell Boulevard.

105.04 Storing and Handling Material. Add the following after the third sentence of the second paragraph:

For Contractor-located, non-commercial staging, storing, and material handling areas, secure environmental clearances according to Subsection 107.10.

Add the following:

The Contractor may use the area located south east of the Mormon Lake Ranger Station, approximate Sta. 422+50, LT for a staging area, storage of materials, and material stockpiles. Access to the site is from Lake Mary Road opposite JW Powell Boulevard. Improve the access as required to prevent tracking of debris onto the highway and for safety to the traveling public. The area may not be used for placement of a hot plant site. Coordinate with the USFS for the actual location and limits of this designated staging area and to obtain required permits.

Section 106. - ACCEPTANCE OF WORK

106.01 Conformity with Contract Requirements. Delete the text and substitute the following:

Follow the requirements of FAR Clause 52.246-12 Inspection of Construction.

References to standard test methods of AASHTO, ASTM, GSA, and other recognized standard authorities refer to the methods in effect on the date of solicitation for bids.

Perform all work to the lines, grades, cross-sections, dimensions, and processes or material requirements shown on the plans or specified in the contract.

Incorporate manufactured materials into the work according to the manufacturer’s recommendations or to these specifications, whichever is more strict.

Plan dimensions and contract specification values are the values to be strived for and complied with as the design values from which any deviations are allowed. Perform work and provide material that is uniform in character and reasonably close to the prescribed value or within the

E-29 o Mormon Lake Overlook completed between Labor Day and October 31, 2009.

o Pine Grove Campground completed within 30 days. Do not complete work at

Pine Grove Campground between August 15 and January 1 to limit disturbance to sensitive species.

o Lake Mary Boat Launch completed within 60 days

• Pulverize and salvage the existing roadway pavement surface from Station 202+00 to

Station 420+00 and use it in the construction of the aggregate base layer as shown in the typical section.

• Prior to pulverizing or removing existing pavement, provide a construction schedule that shows that an acceptable surface for the winter will be in place by November 1 of each year.

• Use the single lane closure layout (with stop signs) during the construction of the concrete box culverts. Complete each concrete box culvert within 14 consecutive days of beginning the excavation work for the culvert. Headwalls and wingwalls are not required to be completed within this timeframe. Maintain drainage during the construction of the box culverts. During the construction of the Skunk Canyon Box Culvert (Station 368+810, temporarily close J. Diamond Road for up to 14 consecutive days. The road shall be re-opened as soon as the work is complete. For the construction of the Bow and Arrow Wash Box Culvert, construct a temporary access to the Mormon Lake Ranger Station in accordance with the plans.

• Provide 2-lane traffic during non-work hours except for the installation of the concrete box culverts.

• Where excavations for utility adjustments or culvert installations are made in areas where the existing pavement has not yet been pulverized or removed, at no additional cost to the Government, cap the excavations with a minimum of 4 inches of crushed aggregate according to Section 308 and 3 inches of hot or cold asphalt concrete according to Section 404 or 417 before the end of shift.

• Perform no work outside of the existing right-of-way between Station 370+00 to 372+00, left side until the temporary construction easement is obtained. It is anticipated that the easement will be obtained by April 15, 2009. Remove and salvage existing shed 371+40 Lt. Stockpile on existing property.

Perform no work except maintaining traffic control devices, erosion control devices, the roadway driving surface, and controlling dust during the listed Federal holidays and surrounding days.

● Memorial Day Weekend: 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 Weekend: 12:00 Noon Friday to 6:00 am Tuesday.

● Thanksgiving: 12:00 Noon Wednesday to 6:00 am Monday.

● Christmas/New Years Holiday: 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.

Amendment A001 12/11/2008

E-30

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:

108.04 Failure to Complete Work on Time.

Contract completion date for the work is described below:

Schedule A – June 20, 2010

Schedule B - July 18, 2010

Schedule C - August 1, 2010

Add the following subsection:

108.06 Interim Completion Date, User Costs, and Incentive.

Incentives and disincentives for completing the work are described below:

(a) Driving Surface User Costs Disincentive and Incentive.

The intent of this contract is to limit the extent to which traffic runs on pulverized pavement, aggregate base course, dirt, or other surfaces that are not intact asphalt pavement (both lifts).

The Contractor is allowed a specified number of lane-mile-days of motorists driving on surfaces other than an intact asphalt pavement surface, existing pavement surface or both lifts of new asphalt . The allowable number of lane-mile-days for each schedule are as follows:

• Schedule B = 390 (Station 202+00 to Station 401+00)

• Schedule C = 440 (Station 202+00 to Station 444+68)

See Subsection 101.04 for definition of a “day.” The day intact pavement is pulverized or removed in an area is counted as the first day against the allowable number of lane-mile-days. A full day is counted against the allowable lane-mile-day count for any portion of the day traffic operates on other than an intact pavement surface in an area except for minor traffic shifts as described below. The CO will calculate the length of the non-intact-pavement surface and that will be converted to fractional lane miles and multiplied by the number of lanes to arrive at the count against the allowable number of lane-mile-days on each day. Except for temporary one-lane detours at the concrete box culvert locations, a 2-lane roadway must be provided during all non-work hours. Minor shoo-fly shifts around culvert pipe, utility excavations, and similar operations that occur during a work shift will not be counted against the allowable number of lane-mile-days. The Contractor may not use any

E-31 of its allowable lane-mile-days after November 1 of any year; an acceptable surface must be in place for the winter as described in Subsection 108.01. In the event the number of lane-mile-days exceeds that allowed, the Contractor will be assessed a daily user cost of $250 per lane-mile-day. In addition to the daily user cost impact fee, the Contractor will become solely responsible for the cost of dust control water and dust palliative; the Government will make no further payments under these pay item(s). In the event the Contractor successfully completes the work within the allowable number of lane-mile-days, the Contractor will receive a lump sum incentive payment as follows:

• Schedule B = $25,000 (202+00 to 401+00)

• Schedule C = $30,000 (202+00 to 444+68)

(b) November 25, 2009 Incentive #1.

A separate lump sum incentive will be made if all of the project work is complete from Station 202+00 to Station 401+00 by the close of business November 25, 2009, including permanent signing and striping and permanent erosion control.

The total incentive #1 amount is the lump sum payment of $120,000 if all of the above requirements are met. No partial payment is allowed.

(c) November 25, 2009 Incentive #2 (Bid Schedule C only).

An additional separate lump sum incentive payment will be made if the project work is complete from Station 401+00 to Station 444+68 by the close of business November 25, 2009, including:

• Utility work is complete

• Curb and gutter and concrete gutter is complete

• Mainline and major approach road pavement is complete through the top lift and has been permanently striped. Major approach roads include J.W. Powell Blvd., Dohmen Drive, E. Bennett Drive, and the approach road to the Ranger Station at Station 425+94.29.

• Minor approach roads are complete through the lower lift of permanent pavement

• Storm drainage improvement including box and storm culverts and catch basins are complete

• Permanent riprap is complete

• Permanent seeding and mulching or temporary turf establishment is in place

The total incentive #2 amount is the lump sum payment of $50,000 if all of the above requirements are met. No partial payment is allowed.

E-62

AZ FH 3-1(1)

Requirements. Provide a Consulting Forester, licensed in the State of Arizona, to produce a volume estimate by species, including hardwood for timber within clearing limits, and at other locations within the project limits as directed by the CO.

201.08 Add the following:

Do not measure the Consulting Forester. It is considered subsidiary to clearing and grubbing.

Section 203. - REMOVAL OF STRUCTURES AND OBSTRUCTIONS

Construction Requirements

203.03 Salvaging Material. Add the following:

Remove shed within the ROW at Sta. 371+00, left and salvage shed onto the adjacent property.

203.04 Removing Material.

Delete the first paragraph and substitute the following:

Sawcut sidewalks, curbs, pavements, and structures full depth to obtain a neat edge when partial removal is required.

Delete the fourth paragraph and substitute the following:

Remove all existing culverts shown to be removed on the plans in their entirety, including all end sections connected to the culverts.

Add the following:

Do not remove existing guardrail until immediately prior to the schedule for anticipated replacement. Do not leave the roadside unprotected without guardrail until just prior to installing new guardrail. The duration and manner of protection shall be submitted in writing for approval by the CO. Install traffic control devices in accordance with Section 634 and as directed.

Remove all existing box culverts shown to be removed on the plans in their entirety, including all headwalls and wing walls.

Remove all existing cattleguards shown to be removed on the plans in their entirety.

203.05 Disposing of Material.

(a) Remove from Project. Add the following:

Secure environmental clearances according to Subsection 107.10.

(b) Burn. Delete the text.

(c) Bury. Delete the text.

E-96 REVISED 12/11/08

indicating material is produced to state approved specifications, pricing data showing cost difference for labor and materials, and any other available information describing application and performance. When directed, submit samples for approval at the Contractor’s expense. Within 14 days, the CO will inform the Contractor as to the acceptance of the request. The unit price for the contract item(s) will be reduced to reflect any cost savings.

Section 635. - TEMPORARY TRAFFIC CONTROL

635.01 Add the following:

Warning lights type A are flashing yellow beacons as shown in the MUTCD.

635.07 Construction Signs. Add the following to the end of the first paragraph:

Provide the same type of sheeting on all post-mounted construction signs that pertain to the project.

635.13 Temporary Pavement Markings and Delineation. Delete the text and substitute the following:

Before opening a pavement surface to traffic, remove all conflicting pavement markings by sandblasting or other methods that do not damage the surface or texture of the pavement. Make removal pattern uneven so it does not perpetuate the outline of the removed pavement markings.

Lightly coat sandblasted or removal areas on asphalt surfaces with emulsified asphalt.

Provide pavement markings or delineation and signing according to Section 156, the MUTCD, and project plans. Install and maintain temporary pavement markings that are neat, crack free, true, straight, and unbroken.

For seasonal suspensions, apply permanent pavement marking pattern with temporary traffic paint.

Install permanent pavement markings within 14 days. If permanent pavement markings are not placed within 14 days, provide, at no cost to the contract, additional temporary delineation equivalent to the permanent pavement marking pattern required by the contract. Do not apply temporary traffic paint to the final surface.

For temporary pavement markings, use preformed retroreflective tape, traffic paint, or temporary raised pavement markers as follows:

(a) Temporary Markings. For temporary pavement markings, use preformed retroreflective tape, traffic paint, or temporary raised pavement markers as indicated in the plans and as follows:

(1) Preformed retroreflective tape. Apply according to the manufacturer's instructions.

Remove all loose temporary preformed retroreflective tape before placing additional pavement layers.

(2) Temporary traffic paint. Apply temporary traffic paint at a 15-mil minimum wet film thickness (0.9 gallons per 100 square feet). Immediately apply type 1 glass beads on the paint at a minimum rate of 6 pounds per gallon of paint.

E-97 REVISED 12/11/08

(3) Raised pavement markers. When chip seals, slurry seals, or tack coats are used after marker placement, protect the markers with an approved protective cover, which is removed after the asphalt material is sprayed.

Remove all temporary pavement markers before placing additional pavement layers. Remove all temporary pavement markings from the surface course before placing permanent pavement markings.

(b) Delineation for Unmarked Pavements with Vehicle Positioning Guides. For ADT’s greater than 1000, vehicle positioning guides may be used in lieu of temporary markings for the delineation of unmarked pavements for a period of no longer than 3 days. For ADT’s of 1000 or less, vehicle positioning guides may be used in lieu of temporary markings for the delineation of unmarked pavements for the full 14 day temporary marking period.

For unmarked pavements, install signing and vehicle positioning guides as indicated on plan sheet 635-2. Use vehicle positioning guides that meet the requirements of Subsection 718.21(b), raised pavement markers.

Remove all vehicle positioning guides before placing additional pavement layers. Remove all vehicle positioning guides from the surface course before placing permanent pavement markings.

635.15 Warning Lights. Delete the subsection and replace with the following:

Warning lights type A are flashing yellow beacons as described under MUTCD Part 6F.77. Mount flashing yellow beacons on posts with the stop ahead sign for temporary traffic control single lane closure layout.

Perform the work for warning lights type B as described under MUTCD Part 6F.78. Mount batteries for type B warning lights a maximum of 12 inches from ground or roadway surface as measured to top of the battery casing.

Measurement

635.26 Delete the tenth paragraph and substitute the following:

Measure temporary pavement markings by the linear foot along the centerline of the roadway. Measure temporary pavement markings as a single measurement, inclusive of all markings, from end to end regardless of color, material type, or number of lines. Do not deduct for standard gaps between stripes. Measure only one application of temporary pavement markings per lift.

Measure vehicle positioning guides used at the option of the Contractor in lieu of temporary markings as equivalent temporary pavement markings. When vehicle positioning guides exceed the period of use stated in the plans, provide additional temporary or permanent pavement markings at no cost to the Government. Measure vehicle positioning guides by the mile along the centerline of the roadway. Measure as a single measurement, inclusive of all markings, from end to end regardless of material type, gaps or number of lines. Measure only one application of vehicle positioning guides per lift. “DO NOT PASS”, “PASS WITH CARE”, and “NO CENTER STRIPE” signs required to be used with vehicle positioning guides are subsidiary to the temporary pavement marking item. Do not measure these signs as construction signs.

Add the following:

Measure Traffic and Safety Supervisor by the week (7 consecutive days, beginning and ending at midnight on the same day of the week) for the work described in Subsection 156.08.

635.27Add the following:

Payment for Temporary Traffic Control, Traffic and Safety Supervisor will be as follows:

(a) During the period of active onsite construction activities the payment is 100 percent of the unit bid price

(b) During seasonal shutdowns the payment is 20 percent of the unit bid price

Untitled

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: TIFFANY ATCHISON

1:

Remove Pages A-5 through A-12 and replace with new Pages A-5 through A-12 bearing revision date 12/11/2008. Added item for flashing beacon to Bid Schedule A.

Remove Pages A-13 through A-21 and replace with new Pages A-13 through A-21 bearing revision date 12/11/2008. Added item for flashing beacon to Bid Schedule B.

Remove Pages A-22 through A-31 and replace with new Pages A-22 through A-31 bearing revision date 12/11/2008. Added item for flashing beacon to Bid Schedule C.

Remove Page E-6 and replace with new Page E-6 bearing revision date 12/11/08. Deletes Subsection 105.02 (a).

Remove Pages E-29 and E-31 and replace with new Pages E-29 and E-31 bearing revision date 12/11/2008. Revised Subsections 108.01, 108.06 (a) and 108.06 (c).

Remove Page E-62 and replace with new Page E-62 bearing revision date 12/11/2008. Revised Subsection 203.03.

Remove Page E-96 and replace with new Page E-96 bearing revision date 12/11/08. Revised Subsection 635.01.

Remove Page E-97 and replace with new Page E-97 bearing revision date 12/11/2008. Revised Subsection 635.27.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)