A001.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

A-6

Line A0400 1,000 CUYD $ $

Amendment 0001

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 0001

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

A-8

Line A1180 6,000 SQYD $ $

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 0001

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 3 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

A-10

Line B0400 6,400 LNFT $ $

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 0001

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 26 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 4 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

A-12

Line B1180 100 EACH $ $

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 0001

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 0001

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 1.0 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: _________________________

A-15

Line C0400 1 EACH $ $

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 75 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 0001

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 26 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 3 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

A-17

Line C1180 2 EACH $ $

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 0001

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

A-19

Line C1960 72.2 MILE $ $

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 0001

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

A-20

Line X0400 1.0 MILE $ $

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-21 Amendment 0001

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: _________________________

A-22

Line Y0400 100% LPSM $ $

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-23 Amendment 0001

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

A-24

Line Z0400 20 HOUR $ $

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-25 Amendment 0001

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-A25 with attached corresponding pages.

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