A003.pdf

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

Jeremiah.Rogers Typewritten Text

B I D S C H E D U L E Schedule A

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15201-0000 Line A0040 ALL LPSM $

15206-0000 Line A0060 32.000 STA $ $

15210-3000 Line A0080 12.000 STA $ $

15215-3000 Line A0100 6 EACH $ $

15216-2000 Line A0120 56.000 STA $ $

15301-0000 Line A0140 ALL LPSM $

15401-0000 Line A0160 ALL LPSM $

15501-0000 Line A0180 ALL LPSM $

15705-1500 Line A0200 3,900 LNFT $ $

15802-0000 Line A0220 ALL LPSM $

20101-0000 Line A0240 1.0 ACRE $ $

20301-1400 Line A0260 3 EACH $ $

20301-1900 Line A0280 4 EACH $ $

20301-2400 Line A0300 1 EACH $ $

20302-0150 Line A0320 434 LNFT (CQ) $ $

20302-0300 Line A0340 5,200 LNFT $ $

20303-0300 Line A0360 75 SQYD $ $

20303-1600 Line A0380 1,050 SQYD $ $

20402-0000

Schedule Total: ________________________

Submitted by: _________________________

REMOVAL OF BRIDGE RAILING

REMOVAL OF CURB AND GUTTER, CONCRETE

REMOVAL OF CONCRETE

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, GRADE FINISHING STAKES

REMOVAL OF PAVEMENT, ASPHALT

SUBEXCAVATION

REMOVAL OF INLET

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SEDIMENT WATTLE

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

Line A0400 1,000 CUYD $ $

A-6 Amendment 0003

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20420-0000 Line A0420 5,300 CUYD $ $

20426-1000 Line A0440 116 CUYD $ $

25101-4000 Line A0460 489 CUYD $ $

30306-3000 Line A0480 12,700 SQYD $ $

30802-2000 Line A0500 1,650 TON $ $

40101-5600 Line A0520 3,500 TON $ $

40105-3000 Line A0540 32 TON $ $

40920-1000 Line A0560 9 TON $ $

41105-0000 Line A0580 25 TON $ $

41201-1000 Line A0600 10 TON $ $

55221-0000 Line A0620 ALL LPSM $

55601-1100 Line A0640 424 LNFT (CQ) $ $

60102-0000 Line A0660 185 SQYD $ $

60103-0220 Line A0680 2 EACH $ $

60201-0600 Line A0700 30 LNFT $ $

60201-0800 Line A0720 200 LNFT $ $

60201-1200 Line A0740 69 LNFT $ $

60202-0500 Line A0760 10 LNFT $ $

60210-0800 Line A0780 2 EACH $ $

48-INCH PIPE CULVERT

30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT

18-INCH PIPE CULVERT

24-INCH PIPE CULVERT

ROADWAY AGGREGATE, METHOD 2

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

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

BLOTTER

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

DITCH, EXCAVATION

PLACED RIPRAP, CLASS 4

PULVERIZING, 6-INCH DEPTH

EXPANSION JOINT REPAIR

BRIDGE RAILING, STEEL, TWO RAIL

CONCRETE

EMBANKMENT CONSTRUCTION

A-7 Amendment 0003

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60211-0900 Line A0800 2 EACH $ $

60403-0000 Line A0820 3 EACH $ $

60415-0000 Line A0840 3 EACH $ $

60704-0000 Line A0860 1 EACH $ $

60802-0400 Line A0880 90 LNFT $ $

60901-0000 Line A0900 220 LNFT $ $

60901-1300 Line A0920 230 LNFT $ $

60902-1300 Line A0940 5,500 LNFT $ $

61701-1950 Line A0960 275 LNFT $ $

61702-0800 Line A0980 4 EACH $ $

61707-0000 Line A1000 84 LNFT (CQ) $ $

62201-0200 Line A1020 40 HOUR $ $

62201-0350 Line A1040 40 HOUR $ $

62201-1100 Line A1060 40 HOUR $ $

62201-2850 Line A1080 40 HOUR $ $

62201-3000 Line A1100 40 HOUR $ $

62301-0000 Line A1120 80 HOUR $ $

62302-1000 Line A1140 40 HOUR $ $

62302-1100 Line A1160 40 HOUR $ $

62405-0400

HYDRAULIC EXCAVATOR

GENERAL LABOR

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

TERMINAL SECTION TYPE TANGENT

STRUCTURE TRANSITION RAILING

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

BACKHOE

WHEEL LOADER, 6 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

CLEANING CULVERT IN PLACE

PAVED WATERWAY, TYPE 4

CURB, CONCRETE

CURB, CONCRETE, 15-INCH DEPTH

CURB AND GUTTER, CONCRETE, 15-INCH DEPTH

GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS

END SECTION FOR 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

INLET

TRENCH DRAIN

Line A1180 6,000 SQYD $ $

A-8 Amendment 0003

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63301-0000 Line A1200 9 EACH $ $

63316-1000 Line A1220 5 EACH $ $

63402-0300 Line A1240 6.0 MILE $ $

63501-0000 Line A1260 ALL LPSM $

63501-1000 Line A1280 ALL LPSM $

63502-0700 Line A1300 500 EACH $ $

63502-1300 Line A1320 500 EACH $ $

63502-2000 Line A1340 3 EACH $ $

63502-3100 Line A1360 1 EACH $ $

63503-0300 Line A1380 100 LNFT $ $

63503-0400 Line A1400 1,000 LNFT $ $

63504-1000 Line A1420 605 SQFT $ $

63505-1000 Line A1440 2.9 MILE $ $

63506-0500 Line A1460 3,000 HOUR $ $

63506-0600 Line A1480 250 HOUR $ $

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

REMOVE AND RESET SIGN

PAVEMENT MARKINGS, TYPE B

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

SIGN SYSTEM

A-9 Amendment 0003

Schedule B

Project No: UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line B0020 ALL LPSM $

15201-0000 Line B0040 ALL LPSM $

15206-0000 Line B0060 32.000 STA $ $

15210-3000 Line B0080 518.000 STA $ $

15215-3000 Line B0100 7 EACH $ $

15216-2000 Line B0120 56.000 STA $ $

15301-0000 Line B0140 ALL LPSM $

15401-0000 Line B0160 ALL LPSM $

15501-0000 Line B0180 ALL LPSM $

15705-1500 Line B0200 3,900 LNFT $ $

15802-0000 Line B0220 ALL LPSM $

20101-0000 Line B0240 3.0 ACRE $ $

20301-0100 Line B0260 140 EACH $ $

20301-1200 Line B0280 1 EACH $ $

20301-1400 Line B0300 3 EACH $ $

20301-1900 Line B0320 4 EACH $ $

20301-2400 Line B0340 1 EACH $ $

20301-3400 Line B0360 25 EACH $ $

20302-0150 Line B0380 434 LNFT (CQ) $ $

20302-0300

Schedule Total: ________________________

Submitted by: _________________________

REMOVAL OF PIPE CULVERT

REMOVAL OF SIGN

REMOVAL OF WHEELSTOP

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, GRADE FINISHING STAKES

REMOVAL OF BRIDGE RAILING

REMOVAL OF CURB AND GUTTER, CONCRETE

REMOVAL OF BOLLARD

REMOVAL OF HEADWALL

REMOVAL OF INLET

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SEDIMENT WATTLE

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

Line B0400 6,400 LNFT $ $

A-10 Amendment 0003

Project No: UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20302-0400 Line B0420 15,100 LNFT $ $

20303-0300 Line B0440 76 SQYD $ $

20303-1600 Line B0460 1,050 SQYD $ $

20402-0000 Line B0480 1,000 CUYD $ $

20420-0000 Line B0500 5,300 CUYD $ $

20426-1000 Line B0520 116 CUYD $ $

21101-1000 Line B0540 5,000 SQYD $ $

25101-1000 Line B0560 50 CUYD $ $

25101-4000 Line B0580 489 CUYD $ $

30306-3000 Line B0600 45,050 SQYD $ $

30802-2000 Line B0620 6,150 TON $ $

40101-5600 Line B0640 29,400 TON $ $

40105-3000 Line B0660 300 TON $ $

40920-1000 Line B0680 80 TON $ $

41105-0000 Line B0700 260 TON $ $

41201-1000 Line B0720 150 TON $ $

41601-1000 Line B0740 415.000 STA $ $

41605-2000 Line B0760 550 TON $ $

55221-0000 Line B0780 ALL LPSM $

CONTINUOUS COLD RECYCLED ASPHALT BASE COURSE TYPE A

EMULSIFIED BINDER AGENT GRADE HFMS-2SP(HFMS-2SP, or CSS Engineered Emulsion, or PASS R)

EXPANSION JOINT REPAIR

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

BLOTTER

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

EMBANKMENT CONSTRUCTION

DITCH, EXCAVATION

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 1

PLACED RIPRAP, CLASS 4

PULVERIZING, 6-INCH DEPTH

REMOVAL OF CONCRETE

REMOVAL OF PAVEMENT, ASPHALT

SUBEXCAVATION

ROADWAY AGGREGATE, METHOD 2

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

REMOVAL OF CURB, ASPHALT

A-11 Amendment 0003

Project No: UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

55601-1100 Line B0800 424 LNFT (CQ) $ $

60102-0000 Line B0820 185 SQYD $ $

60103-0220 Line B0840 2 EACH $ $

60201-0600 Line B0860 30 LNFT $ $

60201-0800 Line B0880 250 LNFT $ $

60201-1200 Line B0900 69 LNFT $ $

60202-0500 Line B0920 10 LNFT $ $

60210-0800 Line B0940 4 EACH $ $

60211-0900 Line B0960 2 EACH $ $

60403-0000 Line B0980 4 EACH $ $

60415-0000 Line B1000 3 EACH $ $

60704-0000 Line B1020 1 EACH $ $

60802-0400 Line B1040 90 LNFT $ $

60811-0000 Line B1060 1 EACH $ $

60901-0000 Line B1080 220 LNFT $ $

60901-1300 Line B1100 6,700 LNFT $ $

60901-2300 Line B1120 17,500 LNFT $ $

60902-1300 Line B1140 5,600 LNFT $ $

60908-1000 Line B1160 11,800 SQYD $ $

60920-0000

CURB, CONCRETE, 15-INCH DEPTH

CURB, ASPHALT, 6-INCH DEPTH

CURB AND GUTTER, CONCRETE, 15-INCH DEPTH

PAVED DITCH, ASPHALT

RESET WHEELSTOP

INLET

TRENCH DRAIN

CLEANING CULVERT IN PLACE

PAVED WATERWAY, TYPE 4

DRAINAGE CHUTE

CURB, CONCRETE

18-INCH PIPE CULVERT

24-INCH PIPE CULVERT

48-INCH PIPE CULVERT

30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

BRIDGE RAILING, STEEL, TWO RAIL

CONCRETE

CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT

Line B1180 100 EACH $ $

A-12 Amendment 0003

Project No: UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61501-0200 Line B1200 350 SQYD $ $

61502-1000 Line B1220 420 SQYD $ $

61505-1000 Line B1240 1 EACH $ $

61701-1950 Line B1260 275 LNFT $ $

61702-0800 Line B1280 4 EACH $ $

61707-0000 Line B1300 84 LNFT (CQ) $ $

61921-1000 Line B1320 120 LNFT $ $

62201-0200 Line B1340 40 HOUR $ $

62201-0350 Line B1360 40 HOUR $ $

62201-1100 Line B1380 40 HOUR $ $

62201-2850 Line B1400 40 HOUR $ $

62201-3000 Line B1420 40 HOUR $ $

62301-0000 Line B1440 80 HOUR $ $

62302-1000 Line B1460 40 HOUR $ $

62302-1100 Line B1480 40 HOUR $ $

62405-0400 Line B1500 6,000 SQYD $ $

63301-0000 Line B1520 20 EACH $ $

63309-0100 Line B1540 190 EACH $ $

63316-1000 Line B1560 8 EACH $ $

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

SIGN SYSTEM

DELINEATOR, TYPE 1

REMOVE AND RESET SIGN

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

BACKHOE

WHEEL LOADER, 6 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR

GENERAL LABOR

DRIVE PAD, CONCRETE

ACCESSIBILITY RAMP, CONCRETE

GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS

TERMINAL SECTION TYPE TANGENT

STRUCTURE TRANSITION RAILING

REMOVE AND RESET FENCE

SIDEWALK, COLORED CONCRETE

A-13 Amendment 0003

Project No: UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63402-0300 Line B1580 80.0 MILE $ $

63405-0850 Line B1600 12 EACH $ $

63501-000 Line B1620 ALL LPSM $

63501-1000 Line B1640 ALL LPSM $

63502-0700 Line B1660 500 EACH $ $

63502-1300 Line B1680 500 EACH $ $

63502-2000 Line B1700 3 EACH $ $

63502-3100 Line B1720 1 EACH $ $

63503-0300 Line B1740 100 LNFT $ $

63503-0400 Line B1760 1,000 LNFT $ $

63504-1000 Line B1780 735 SQFT $ $

63505-1000 Line B1800 31.6 MILE $ $

63506-0500 Line B1820 6,000 HOUR $ $

63506-0600 Line B1840 500 HOUR $ $

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

PAVEMENT MARKINGS, TYPE B

PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

A-14 Amendment 0003

Schedule C

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line C0020 ALL LPSM $

15201-0000 Line C0040 ALL LPSM $

15206-0000 Line C0060 39.000 STA $ $

15210-3000 Line C0080 1,189.000 STA $ $

15215-3000 Line C0100 10 EACH $ $

15216-2000 Line C0120 64.000 STA $ $

15301-0000 Line C0140 ALL LPSM $

15401-0000 Line C0160 ALL LPSM $

15501-0000 Line C0180 ALL LPSM $

15705-1500 Line C0200 4,700 LNFT $ $

15706-0200 Line C0220 30 EACH $ $

15706-1000 Line C0240 1 EACH $ $

15802-0000 Line C0260 ALL LPSM $

20101-0000 Line C0280 6.0 ACRE $ $

20301-0100 Line C0300 390 EACH $ $

20301-1200 Line C0320 1 EACH $ $

20301-1400 Line C0340 4 EACH $ $

20301-1900 Line C0360 7 EACH $ $

20301-2000 Line C0380 4 EACH $ $

20301-2400

REMOVAL OF HEADWALL

REMOVAL OF INLET

REMOVAL OF PIPE CULVERT

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE

CENTERLINE, VERIFICATION AND STAKING

SURVEY AND STAKING, DRAINAGE STRUCTURE

SURVEY AND STAKING, GRADE FINISHING STAKES

REMOVAL OF PIPE END SECTION

REMOVAL OF SIGN

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF BOLLARD

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SEDIMENT WATTLE

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION

Schedule Total: ________________________

Submitted by: _________________________

Line C0400 1 EACH $ $

A-15 Amendment 0003

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20301-3400 Line C0420 50 EACH $ $

20302-0150 Line C0440 434 LNFT (CQ) $ $

20302-0300 Line C0460 7,500 LNFT $ $

20302-0400 Line C0480 24,900 LNFT $ $

20303-0300 Line C0500 80 SQYD $ $

20303-1600 Line C0520 1,050 SQYD $ $

20402-0000 Line C0540 1,000 CUYD $ $

20420-0000 Line C0560 6,000 CUYD $ $

20425-1000 Line C0580 250 LNFT $ $

20426-1000 Line C0600 116 CUYD $ $

21101-1000 Line C0620 15,150 SQYD $ $

25101-1000 Line C0640 75 CUYD $ $

25101-4000 Line C0660 489 CUYD $ $

30306-3000 Line C0680 105,000 SQYD $ $

30802-2000 Line C0700 13,500 TON $ $

40101-5600 Line C0720 67,800 TON $ $

40105-3000 Line C0740 730 TON $ $

40920-1000 Line C0760 180 TON $ $

41105-0000 Line C0780 600 TON $ $

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, CLASS 1

PLACED RIPRAP, CLASS 4

REMOVAL OF WHEELSTOP

REMOVAL OF CONCRETE

REMOVAL OF PAVEMENT, ASPHALT

SUBEXCAVATION

EMBANKMENT CONSTRUCTION

DITCH, EXCAVATION

DITCH, EXCAVATION

REMOVAL OF BRIDGE RAILING

REMOVAL OF CURB AND GUTTER, CONCRETE

REMOVAL OF CURB, ASPHALT

ANTISTRIP ADDITIVE, TYPE 3

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

BLOTTER

PULVERIZING, 6-INCH DEPTH

ROADWAY AGGREGATE, METHOD 2

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

A-16 Amendment 0003

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

41201-1000 Line C0800 340 TON $ $

41601-1000 Line C0820 1,080.000 STA $ $

41605-2000 Line C0840 1,460 TON $ $

55221-0000 Line C0860 ALL LPSM $

55601-1100 Line C0880 424 LNFT (CQ) $ $

60102-0000 Line C0900 190 SQYD $ $

60103-0220 Line C0920 2 EACH $ $

60201-0600 Line C0940 30 LNFT $ $

60201-0800 Line C0960 290 LNFT $ $

60201-1000 Line C0980 200 LNFT $ $

60201-1200 Line C1000 69 LNFT $ $

60202-0500 Line C1020 10 LNFT $ $

60210-0800 Line C1040 6 EACH $ $

60211-0900 Line C1060 2 EACH $ $

60403-0000 Line C1080 4 EACH $ $

60411-0000 Line C1100 2 EACH $ $

60415-0000 Line C1120 4 EACH $ $

60704-0000 Line C1140 1 EACH $ $

60802-0400 Line C1160 90 LNFT $ $

60811-0000

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

CONTINUOUS COLD RECYCLED ASPHALT BASE COURSE TYPE A

EMULSIFIED BINDER AGENT GRADE HFMS-2SP(HFMS-2SP, or CSS Engineered Emulsion, or PASS R)

36-INCH PIPE CULVERT

48-INCH PIPE CULVERT

30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

END SECTION FOR 30-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

INLET

EXPANSION JOINT REPAIR

BRIDGE RAILING, STEEL, TWO RAIL

CONCRETE

CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT

18-INCH PIPE CULVERT

24-INCH PIPE CULVERT

INLET MODIFICATION

TRENCH DRAIN

CLEANING CULVERT IN PLACE

PAVED WATERWAY, TYPE 4

DRAINAGE CHUTE

Line C1180 2 EACH $ $

A-17 Amendment 0003

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60901-0000 Line C1200 220 LNFT $ $

60901-1300 Line C1220 18,700 LNFT $ $

60901-2300 Line C1240 29,500 LNFT $ $

60902-1300 Line C1260 6,400 LNFT $ $

60908-1000 Line C1280 22,900 SQYD $ $

60920-0000 Line C1300 100 EACH $ $

61501-0200 Line C1320 558 SQYD $ $

61502-1000 Line C1340 800 SQYD $ $

61505-1000 Line C1360 5 EACH $ $

61701-1950 Line C1380 275 LNFT $ $

61702-0800 Line C1400 4 EACH $ $

61707-0000 Line C1420 84 LNFT (CQ) $ $

61921-1000 Line C1440 120 LNFT $ $

62011-0700 Line C1460 6 EACH $ $

62201-0200 Line C1480 40 HOUR $ $

62201-0350 Line C1500 40 HOUR $ $

62201-1100 Line C1520 40 HOUR $ $

62201-2850 Line C1540 40 HOUR $ $

62201-3000 Line C1560 40 HOUR $ $

CURB, CONCRETE, 15-INCH DEPTH

CURB, ASPHALT, 6-INCH DEPTH

CURB AND GUTTER, CONCRETE, 15-INCH DEPTH

PAVED DITCH, ASPHALT

RESET WHEELSTOP

SIDEWALK, COLORED CONCRETE

CURB, CONCRETE

STONE MASONRY HEADWALL FOR 36-INCH PIPE CULVERT

DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

BACKHOE

WHEEL LOADER, 6 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

HYDRAULIC EXCAVATOR

DRIVE PAD, CONCRETE

ACCESSIBILITY RAMP, CONCRETE

GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS

TERMINAL SECTION TYPE TANGENT

STRUCTURE TRANSITION RAILING

REMOVE AND RESET FENCE

A-18 Amendment 0003

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62301-0000 Line C1580 80 HOUR $ $

62302-0100 Line C1600 40 HOUR $ $

62302-1000 Line C1620 40 HOUR $ $

62302-1100 Line C1640 40 HOUR $ $

62405-0400 Line C1660 6,000 SQYD $ $

63301-0000 Line C1680 37 EACH $ $

63309-0100 Line C1700 540 EACH $ $

63316-1000 Line C1720 12 EACH $ $

63402-0300 Line C1740 195.0 MILE $ $

63405-0850 Line C1760 21 EACH $ $

63501-0000 Line C1780 ALL LPSM $

63501-1000 Line C1800 ALL LPSM $

63502-0700 Line C1820 1,000 EACH $ $

63502-1300 Line C1840 500 EACH $ $

63502-2000 Line C1860 3 EACH $ $

63502-3100 Line C1880 1 EACH $ $

63503-0300 Line C1900 100 LNFT $ $

63503-0400 Line C1920 1,000 LNFT $ $

63504-1000 Line C1940 735 SQFT $ $

63505-1000

DELINEATOR, TYPE 1

REMOVE AND RESET SIGN

PAVEMENT MARKINGS, TYPE B

PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

SPECIAL LABOR, HIRED TECHNICAL SERVICES

SPECIAL LABOR, HIRED SURVEY SERVICES

PLACING CONSERVED TOPSOIL, 6-INCH DEPTH

SIGN SYSTEM

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

Line C1960 72.2 MILE $ $

A-19 Amendment 0003

Project No: UT UT FTNP ARCH 10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63506-0500 Line C1980 12,000 HOUR $ $

63506-0600 Line C2000 1,000 HOUR $ $

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

A-20 Amendment 0003

Option X

Project No: UT UT FTNP ARCH10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line X0020 ALL LPSM $

15210-3000 Line X0040 6.000 STA $ $

15301-0000 Line X0060 ALL LPSM $

15401-0000 Line X0080 ALL LPSM $

15501-0000 Line X0100 ALL LPSM $

15705-1500 Line X0120 50 LNFT $ $

15802-0000 Line X0140 ALL LPSM $

20444-0000 Line X0160 500 SQYD $ $

30306-3000 Line X0180 5,700 SQYD $ $

30802-2000 Line X0200 70 TON $ $

40101-5600 Line X0220 950 TON $ $

40105-3000 Line X0240 9 TON $ $

40920-1000 Line X0260 4 TON $ $

41105-0000 Line X0280 10 TON $ $

41201-1000 Line X0300 4 TON $ $

62201-0350 Line X0320 20 HOUR $ $

62201-1100 Line X0340 20 HOUR $ $

62201-2850 Line X0360 20 HOUR $ $

62301-0000 Line X0380 20 HOUR $ $

63402-0300

Schedule Total: ________________________

Submitted by: _________________________

BACKHOE

WHEEL LOADER, 6 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SEDIMENT WATTLE

GENERAL LABOR

PAVEMENT MARKINGS, TYPE B

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

BLOTTER

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

WATERING FOR DUST CONTROL

SLOPE GRADING

PULVERIZING, 6-INCH DEPTH

ROADWAY AGGREGATE, METHOD 2

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

Line X0400 1.0 MILE $ $

A-21 Amendment 0003

Option X

Project No: UT UT FTNP ARCH10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63405-0850 Line X0420 2 EACH $ $

63501-1000 Line X0440 ALL LPSM $

63502-0700 Line X0460 50 EACH $ $

63504-1000 Line X0480 147 SQFT $ $

63505-1000 Line X0500 0.1 MILE $ $

63506-0500 Line X0520 100 HOUR $ $

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

A-22 Amendment 0003

Option Y

Project No: UT UT FTNP ARCH10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line Y0020 ALL LPSM $

15210-3000 Line Y0040 6.000 STA $ $

15301-0000 Line Y0060 ALL LPSM $

15401-0000 Line Y0080 ALL LPSM $

15501-0000 Line Y0100 ALL LPSM $

15705-1500 Line Y0120 50 LNFT $ $

15802-0000 Line Y0140 ALL LPSM $

30306-3000 Line Y0160 1,500 SQYD $ $

30802-2000 Line Y0180 60 TON $ $

40101-5600 Line Y0200 50 TON $ $

40105-3000 Line Y0220 1 TON $ $

40920-1000 Line Y0240 2 TON $ $

41105-0000 Line Y0260 3 TON $ $

41201-1000 Line Y0280 3 TON $ $

62201-0350 Line Y0300 20 HOUR $ $

62201-1100 Line Y0320 20 HOUR $ $

62201-2850 Line Y0340 20 HOUR $ $

62301-0000 Line Y0360 20 HOUR $ $

63402-0300 Line Y0380 0.3 MILE $ $

63501-1000

WHEEL LOADER, 6 CUBIC YARD MINIMUM RATED CAPACITY

MOTOR GRADER, 12 FOOT MINIMUM BLADE

GENERAL LABOR

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SEDIMENT WATTLE

PAVEMENT MARKINGS, TYPE B

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

BLOTTER

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

BACKHOE

WATERING FOR DUST CONTROL

PULVERIZING, 6-INCH DEPTH

ROADWAY AGGREGATE, METHOD 2

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

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

Schedule Total: ________________________

Submitted by: _________________________

Line Y0400 100% LPSM $ $

A-23 Amendment 0003

Option Y

Project No: UT UT FTNP ARCH10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63502-0700 Line Y0420 50 EACH $ $

63504-1000 Line Y0440 120 SQFT $ $

63505-1000 Line Y0460 0.1 MILE $ $

63506-0500 Line Y0480 100 HOUR $ $

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

A-24 Amendment 0003

Option Z

Project No: UT UT FTNP ARCH10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line Z0020 ALL LPSM $

15210-3000 Line Z0040 42.000 STA $ $

15301-0000 Line Z0060 ALL LPSM $

15401-0000 Line Z0080 ALL LPSM $

15501-0000 Line Z0100 ALL LPSM $

15705-1500 Line Z0120 50 LNFT $ $

15802-0000 Line Z0140 ALL LPSM $

25101-1000 Line Z0160 2 CUYD $ $

30306-3000 Line Z0180 21,000 SQYD $ $

30802-2000 Line Z0200 160 TON $ $

40101-5600 Line Z0220 3,400 TON $ $

40105-3000 Line Z0240 35 TON $ $

40920-1000 Line Z0260 9 TON $ $

41105-0000 Line Z0280 30 TON $ $

41201-1000 Line Z0300 9 TON $ $

60802-0400 Line Z0320 110 LNFT $ $

62201-0350 Line Z0340 20 HOUR $ $

62201-1100 Line Z0360 20 HOUR $ $

62201-2850 Line Z0380 20 HOUR $ $

62301-0000

Schedule Total: ________________________

Submitted by: _________________________

PAVED WATERWAY, TYPE 4

BACKHOE

WHEEL LOADER, 6 CUBIC YARD MINIMUM RATED CAPACITY

MOBILIZATION

CENTERLINE, VERIFICATION AND STAKING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, SEDIMENT WATTLE

MOTOR GRADER, 12 FOOT MINIMUM BLADE

GENERAL LABOR

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

BLOTTER

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

WATERING FOR DUST CONTROL

PLACED RIPRAP, CLASS 1

PULVERIZING, 6-INCH DEPTH

ROADWAY AGGREGATE, METHOD 2

SUPERPAVE PAVEMENT, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL

ANTISTRIP ADDITIVE, TYPE 3

Line Z0400 20 HOUR $ $

A-25 Amendment 0003

Option Z

Project No: UT UT FTNP ARCH10(2)

Project Name: MAIN ENTRANCE ROAD CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63301-0000 Line Z0420 4 EACH $ $

63316-1000 Line Z0440 1 EACH $ $

63402-0300 Line Z0460 6.0 MILE $ $

63405-0850 Line Z0480 2 EACH $ $

63501-1000 Line Z0500 ALL LPSM $

63502-0700 Line Z0520 50 EACH $ $

63503-0300 Line Z0540 20 LNFT $ $

63504-1000 Line Z0560 147 SQFT $ $

63506-0500 Line Z0580 100 HOUR $ $

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, FLAGGER

REMOVE AND RESET SIGN

PAVEMENT MARKINGS, TYPE B

PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

SIGN SYSTEM

A-26 Amendment 0003

Sheet and Description

B17-B19 B20 B21-B22 B23-B28 B29-B31 B32-B37 B38-B40 B41-B45 B46-B52 B53-B56 B57-B59 S1

Surfacing Summary

Grading Summary

Drainage Summary

Removal Summary

Obliteration Summary

Curb and Paved Ditch

Summary

Permanent Sign

Summary

Delineator Summary

Pavement Markings Summary

TTC

Summary

Misc.

Summary Bridge ALLOWANCE Bid

Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B0060 15206-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING STAKE STA 32.000 32.000

B0080 15210-3000 CENTERLINE, VERIFICATION AND

STAKING STA 518.000 518.000

B0100 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 7 7

B0120 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES STA 56.000 56.000

B0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0160 15401-0000 CONTRACTOR TESTING LPSM ALL

B0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0200 15705-1500 SOIL EROSION CONTROL,

SEDIMENT WATTLE LNFT 3,586 314 3,900

B0220 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

B0240 20101-0000 CLEARING AND GRUBBING ACRE 3.0

B0260 20301-0100 REMOVAL OF BOLLARD EACH 127 13 140

B0280 20301-1200 REMOVAL OF HEADWALL EACH 1 1

B0300 20301-1400 REMOVAL OF INLET EACH 3 3

B0320 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 1 4

B0340 20301-2400 REMOVAL OF SIGN EACH 1 1

B0360 20301-3400 REMOVAL OF WHEELSTOP EACH 22 3 25

B0380 20302-0150 REMOVAL OF BRIDGE RAILING LNFT 434 434 Contract Quantity

B0400 20302-0300 REMOVAL OF CURB AND GUTTER,

CONCRETE LNFT 5,985 415 6,400

B0420 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 14,939 161 15,100

B0440 20303-0300 REMOVAL OF CONCRETE SQYD 70 6 76

B0460 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 973 77 1,050

B0480 20402-0000 SUBEXCAVATION CUYD 1,000

B0500 20420-0000 EMBANKMENT CONSTRUCTION CUYD 4,928 372 5,300

B0520 20426-1000 DITCH, EXCAVATION CUYD 90 26 116

B0540 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 4,609 391 5,000

B0560 25101-1000 PLACED RIPRAP, CLASS 1 CUYD 40 10 50

B0580 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 465 24 489

B0600 30306-3000 PULVERIZING, 6-INCH DEPTH SQYD 44,650 400 45,050

B0620 30802-2000 ROADWAY AGGREGATE, METHOD 2 TON 5,657 493 6,150

9- Ja n-

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SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B4 UT FTNP ARCH 10(2) UT

SHEET

NUMBER

NPS PMIS No.:144791, 144791, 144792

Amendment 0003

B17-B19 B20 B21-B22 B23-B28 B29-B31 B32-B37 B38-B40 B41-B45 B46-B52 B53-B56 B57-B59 S1

Surfacing Summary

Grading Summary

Drainage Summary

Removal Summary

Obliteration Summary

Curb and Paved Ditch

Summary

Permanent Sign

Summary

Delineator Summary

Pavement Markings Summary

TTC

Summary

Misc.

Summary Bridge ALLOWANCE Bid

Schedule

B0640 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH

OR 3/4-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, 0.3 TO <3

MILLION ESAL TON 26,820 2,580 29,400

B0660 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 267 33 300

B0680 40920-1000 FOG SEAL, EMULSIFIED ASPHALT

GRADE CSS-1 OR CSS-1H, SS-1

OR SS-1H TON 75 5 80

B0700 41105-0000 BLOTTER TON 236 24 260

B0720 41201-1000 TACK COAT GRADE CSS-1,

CSS-1H, SS-1, OR SS-1H TON 137 13 150

B0740 41601-1000 CONTINUOUS COLD RECYCLED

ASPHALT BASE COURSE TYPE A STA 413.000 2.000 415.000

B0760 41605-2000 EMULSIFIED BINDER AGENT GRADE

HFMS-2SP(HFMS-2SP, or CSS

Engineered Emulsion, or PASS

R) TON 520 30 550

B0780 55221-0000 EXPANSION JOINT REPAIR LPSM ALL

B0800 55601-1100 BRIDGE RAILING, STEEL, TWO Contract Quantity

RAIL LNFT 424 424

B0820 60102-0000 CONCRETE SQYD 178 7 185 Roundabout

B0840 60103-0220 CONCRETE, HEADWALL FOR

48-INCH PIPE CULVERT EACH 2 2

B0860 60201-0600 18-INCH PIPE CULVERT LNFT 26 4 30

B0880 60201-0800 24-INCH PIPE CULVERT LNFT 238 12 250

B0900 60201-1200 48-INCH PIPE CULVERT LNFT 57 12 69

B0920 60202-0500 30-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 10 10

B0940 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 4 4

B0960 60211-0900 END SECTION FOR 30-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 2 2

B0980 60403-0000 INLET EACH 4 4

B1000 60415-0000 TRENCH DRAIN EACH 3 3

B1020 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1

B1040 60802-0400 PAVED WATERWAY, TYPE 4 LNFT 75 15 90

B1060 60811-0000 DRAINAGE CHUTE EACH 1 1

B1080 60901-0000 CURB, CONCRETE LNFT 201 19 220

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

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2)

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B5 UT FTNP ARCH 10(2) UT

SHEET

NUMBER

NPS PMIS No.:144791, 144791, 144792

B18-B20 B21 B22-B23 B24-B29 B30-B32 B33-B38 B39-B41 B42-B46 B47-B53 B54-B57 B58-B60 S1

Surfacing Summary

Grading Summary

Drainage Summary

Removal Summary

Obliteration Summary

Curb and Paved Ditch

Summary

Permanent Sign

Summary

Delineator Summary

Pavement Markings Summary

TTC

Summary

Misc.

Summary Bridge ALLOWANCE Bid

Schedule

C0020 15101-0000 MOBILIZATION LPSM ALL

C0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

C0060 15206-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING STAKE STA 38.000 38.000

C0080 15210-3000 CENTERLINE, VERIFICATION AND

STAKING STA 1,189.000 1,189.000

C0100 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 11 11

C0120 15216-2000 SURVEY AND STAKING, GRADE

FINISHING STAKES STA 64.000 64.000

C0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

C0160 15401-0000 CONTRACTOR TESTING LPSM ALL

C0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

C0200 15705-1500 SOIL EROSION CONTROL,

SEDIMENT WATTLE LNFT 4,273 427 4,700

C0220 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 2 2

C0240 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

C0260 20101-0000 CLEARING AND GRUBBING ACRE 3.0

C0280 20301-0100 REMOVAL OF BOLLARD EACH 345 30 375

C0300 20301-1200 REMOVAL OF HEADWALL EACH 1 1

C0320 20301-1400 REMOVAL OF INLET EACH 3 3

C0340 20301-1900 REMOVAL OF PIPE CULVERT EACH 5 5

C0360 20301-2000 REMOVAL OF PIPE END SECTION EACH 4 4

C0380 20301-2400 REMOVAL OF SIGN EACH 1 1

C0400 20301-3400 REMOVAL OF WHEELSTOP EACH 44 6 50

C0420 20302-0150 REMOVAL OF BRIDGE RAILING LNFT 434 434 Contract Quantity

C0440 20302-0300 REMOVAL OF CURB AND GUTTER,

CONCRETE LNFT 8,067 483 8,550

C0460 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 22,037 2,163 24,200

C0480 20303-0300 REMOVAL OF CONCRETE SQYD 69 11 80

C0500 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 973 77 1,050

C0520 20402-0000 SUBEXCAVATION CUYD 1,297 203 1,500

C0540 20420-0000 EMBANKMENT CONSTRUCTION CUYD 3,921 279 4,200

C0560 20425-1000 DITCH, EXCAVATION LNFT 232 18 250

C0580 20426-1000 DITCH, EXCAVATION CUYD 224 26 250

C0600 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 13,793 1,357 15,150

C0620 25101-1000 PLACED RIPRAP, CLASS 1 CUYD 91 9 100

C0640 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 409 21 430

SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

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STATE PROJECT

B8 UT FTNP ARCH 10(2) UT

SHEET

NUMBER

B18-B20 B21 B22-B23 B24-B29 B30-B32 B33-B38 B39-B41 B42-B46 B47-B53 B54-B57 B58-B60 S1

Surfacing Summary

Grading Summary

Drainage Summary

Removal Summary

Obliteration Summary

Curb and Paved Ditch

Summary

Permanent Sign

Summary

Delineator Summary

Pavement Markings Summary

TTC

Summary

Misc.

Summary Bridge ALLOWANCE Bid

Schedule

C0660 30306-3000 PULVERIZING, 6-INCH DEPTH SQYD 67,582 5,718 73,300

C0680 30802-2000 ROADWAY AGGREGATE, METHOD 2 TON 12,348 1,152 13,500

C0700 40101-5700 SUPERPAVE PAVEMENT, 1/2-INCH

OR 3/4-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, 3 TO <30

MILLION ESAL TON 61,394 6,456 67,850

C0720 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 674 66 740

C0740 40920-1000 FOG SEAL, EMULSIFIED ASPHALT

GRADE CSS-1 OR CSS-1H, SS-1

OR SS-1H TON 165 15 180

C0760 41105-0000 BLOTTER TON 2,742 258 3,000

C0780 41201-1000 TACK COAT GRADE CSS-1,

CSS-1H, SS-1, OR SS-1H TON 317 23 340

C0800 41601-1000 CONTINUOUS COLD RECYCLED

ASPHALT BASE COURSE TYPE A STA 1,069.000 11.000 1,080.000

C0820 41605-2000 EMULSIFIED BINDER AGENT GRADE

HFMS-2SP TON 1,352 108 1,460

C0840 55221-0000 EXPANSION JOINT REPAIR LPSM ALL

C0860 55601-1100 BRIDGE RAILING, STEEL, TWO Contract Quantity

RAIL LNFT 424 424

C0880 60102-0000 CONCRETE SQYD 595 35 630 ADA Stall Pad

C0900 60103-0220 CONCRETE, HEADWALL FOR

48-INCH PIPE CULVERT EACH 2 2

C0920 60201-0600 18-INCH PIPE CULVERT LNFT 26 4 30

C0940 60201-0800 24-INCH PIPE CULVERT LNFT 270 20 290

C0960 60201-1000 36-INCH PIPE CULVERT LNFT 188 12 200

C0980 60201-1200 48-INCH PIPE CULVERT LNFT 58 12 70

C1000 60202-0500 30-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 10 10

C1020 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 1 1

C1040 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 6 6

C1060 60211-0900 END SECTION FOR 30-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 2 2

C1080 60403-0000 INLET EACH 3 3

C1100 60411-0000 INLET MODIFICATION EACH 2 2

C1120 60415-0000 TRENCH DRAIN EACH 3 1 4

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

3:

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Sh ee t (2

SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B9 UT FTNP ARCH 10(2) UT

SHEET

NUMBER

E-119

UT PRA ARCH 10(2)

Main Entrance Road and Various Other Routes

PMIS: 144760, 144791, 144792

branches, larger than 4 inches before spreading according to Subsection 203.05. Place conserved topsoil to a depth of 6 inches. Place topsoil by hand in areas where machine placement is not allowed or practical. Once topsoil has been placed, do not drive any equipment over it. Keep the roadway surfaces clean during hauling and spreading operations.

Section 633. - PERMANENT TRAFFIC CONTROL

Description

633.01 Add the following:

Paint sign backs and wood posts. Use the following paint mix for back of signs and posts. The painting of the sign backs and wood posts is to match the existing signs and posts throughout the Park.

Paint formula is Carefree Coral an Arches Color.

5 Gallon Mix Ace Moorgard Exterior Latex Paint Base – N103-2B BK – 12 shots, 1 half shot CY-7 ounces, 26 shots RX-27 shots, half shot

Materials

633.02 Add the following:

Paint 708

Construction Requirements

633.03 Add the following:

633.05 Panels. Delete the first paragraph and substitute the following:

Use type III, IV, VIII, IX, or XI retroreflective sheeting. For permanent sign panels, use type L- 1 or L-3 letters, numerals, arrows, symbols, and borders. Cut panels to size and shape and drill or punch all holes. Make panels flat and free of buckles, warp, dents, cockles, burrs, and other defects.

633.05 Panels. Add the following at the end of the Subsection:

General Decision Number: UT170078 01/06/2017 UT78

Superseded General Decision Number: UT20160078

State: Utah

Construction Type: Highway

County: Grand County in Utah.

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 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 $10.20 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 2017. The EO minimum wage rate will be adjusted annually.

Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/06/2017

ENGI0003-063 07/01/2013

Rates Fringes

OPERATOR: Power Equipment

(3) Front End Loader (Over

5 cu. yds.), Backhoe/Excavator, Backhoe

Loader Combination..........$ 25.37 15.65

(4) Asphalt Laydown

Machine, Front End Loader

(2 to 5 cu. yds.), Oil

Distributor.................$ 24.37 15.65

(5) Front End Loader

(Under 2 cu. yds.)..........$ 23.37 15.65

(7) Roller(Dirt and Grade

Compaction).................$ 21.50 15.65

Crane (Under 35 tons)-3..$ 25.70 15.65

Crane (35 to 100 tons)-2..$ 26.99 15.65

Crane (Over 100 tons)-1...$ 28.33 15.65

* IRON0027-003 07/01/2015

IRONWORKER, STRUCTURAL

(Excluding Fence Erection and

Guard Rail Installation).........$ 26.18 19.10

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IRON0847-001 08/01/2013

IRONWORKER, REINFORCING..........$ 26.61 11.60

LABO0295-036 07/01/2014

LABORER

(3)Chain/Concrete Saw, Jackhammer/Tamper,Vibrator..$ 20.85 8.65

(4)Asphalt Shoveler.........$ 21.11 8.65

(5)Hand Held Drill, Dirt

Compactor(Hand Held)........$ 21.65 8.65

SUUT2008-062 09/10/2008

CEMENT MASON/CONCRETE FINISHER...$ 17.36 2.04

FORM WORKER......................$ 12.18 2.60

INSTALLER - GUARDRAIL............$ 13.11 0.00

LABORER: Asphalt Raker..........$ 12.18 2.60

LABORER: Common or General......$ 12.18 2.60

LABORER: Flagger................$ 9.70 3.31

LABORER: Landscape..............$ 14.45 2.79

LABORER: Mason Tender -

Cement/Concrete..................$ 9.00 0.36

LABORER: Pipelayer..............$ 15.52 2.79

LABORER: Fence Erector...........$ 15.27 2.79

OPERATOR: Asphalt Paver.........$ 20.59 6.67

OPERATOR: Asphalt Roller........$ 15.82 4.00

OPERATOR: Broom/Sweeper.........$ 15.88 5.65

OPERATOR: Bulldozer.............$ 21.78 7.04

OPERATOR: Crusher...............$ 24.64 4.76

OPERATOR: Grade Setter..........$ 20.21 7.08

OPERATOR: Grader/Blade..........$ 18.82 7.55

OPERATOR: Mechanic..............$ 18.09 7.27

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OPERATOR: Oiler.................$ 20.74 5.89

OPERATOR: Rotomill..............$ 24.25 6.00

OPERATOR: Scraper...............$ 21.51 5.57

OPERATOR: Screed................$ 15.88 4.04

OPERATOR: Trackhoe..............$ 16.00 1.59

PAINTER, Including Parking

Lot and Highway Line Striping....$ 14.05 1.62

SIGN Installer (Permanent and

Temporary Road Signs)............$ 15.40 2.79

Traffic Control: Sets Cones and Barrels......................$ 17.14 2.79

TRUCK DRIVER.....................$ 14.69 4.47

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors 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, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the

D-3 Amendment 0003 cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or

"UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010

08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date

D-4 Amendment 0003 for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour

Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the

Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the

Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations

Wage and Hour Division

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator

(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator

U.S. Department of Labor

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative

D-5 Amendment 0003

Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board

U.S. Department of Labor

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

D-6 Amendment 0003

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: RYAN PHILLIPS

1:

Remove and replace Bid Schedule pages A6-A26 with attached corresponding pages.

PLANS

Remove and replace Plan sheets B4, B5, B8 and B9 with attached corresponding pages.

SCRS

Remove and replace SCR page E-119 with attached corresponding page.

WAGE DETERMINATION

Remove and replace wage determination pages D1-D5 with attached pages D1-D6.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)