UT FLAP WEB 10(1) Causey Plans Flat.pdf

CURTIS R SCOTT

Digitally signed by CURTIS R

SCOTT

Date: 2025.08.28 14:49:19 -06'00'

Sheet and Description

B9 B11 B12 B13-B18 S1-S3

Grading Summary

Surfacing Summary

Drainage Summary

Miscellaneous Summary S Sheets BID

SCHEDULE

A0100 15101-0000 MOBILIZATION LPSM ALL

A0120 15214-2000 SURVEY AND STAKING, RETAINING WALL LPSM ALL

A0140 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 5 5

A0160 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 0.654 0.654

A0180 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 1.308 1.308

A0200 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0220 15401-0000 CONTRACTOR TESTING LPSM ALL

A0240 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0260 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0280 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0300 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0320 20101-0000 CLEARING AND GRUBBING ACRE 5.48 0.52 6

A0340 20301-1900 REMOVAL OF PIPE CULVERT EACH 4 4

A0360 20301-2400 REMOVAL OF SIGN EACH 2 2

A0380 20302-0700 REMOVAL OF FENCE LNFT 228 12 240

A0400 20302-1200 REMOVAL OF GUARDRAIL LNFT 2868 147 3015

A0420 20401-0000 ROADWAY EXCAVATION CUYD 14560 740 15300

A0440 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 138 17 155

A0460 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2 CUYD 3.9 206.2 24.9 235

A0480 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 CUYD 31.2 2.8 34

A0500 25120-2200 RIPRAP DITCH, METHOD B, CLASS 2 LNFT 560 60 620

A0520 25125-0000 BOULDER EACH 56 9 65

A0540 25501-0000 MECHANICALLY STABILIZED EARTH WALL SQFT 4800 240 5040

A0560 25701-0000 CONTRACTOR FURNISHED WALL DESIGN LPSM ALL

A0580 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2669 136 2805

A0600 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1695 50 1745

A0620 40601-0000 FOG SEAL TON 3.4 0.1 3.5

A0640 41102-1000 PRIME COAT, METHOD 1 SQYD 7195 360 7555

A0660 41105-0000 BLOTTER TON 11.7 0.3 12

A0680 41201-0000 TACK COAT TON 3.4 0.1 3.5

A0700 60201-0800 24-INCH PIPE CULVERT LNFT 164 8 172

A0720 60201-1000 36-INCH PIPE CULVERT LNFT 98 7 105

A0740 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 4 4

A0760 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 4 4

A0780 60212-0800 ELBOW, 24-INCH EACH 2 2

A0800 60404-0000 CATCH BASIN EACH 2 2

A0820 60602-0700 PIPE ANCHOR ASSEMBLY, 24-INCH EACH 2 2

A0840 60901-0200 CURB, CONCRETE, 4-INCH DEPTH LNFT 574 31 605

A0860 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 2084 106 2190

A0880 60908-1000 PAVED DITCH, ASPHALT SQYD 869 46 915

PAY ITEM

NUMBER

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A M E N D

SUMMARY OF QUANTITIES - Schedule A

Milestone: 100% Estimate Date Completed: 08/27/25 Report Date: 08/27/25

Remarks and/or Determination of Estimated Quantity

Estimated Quantities

ALLOWANCEUNITPAY ITEM DESCRIPTION

PROJECT

B1UT WEB 10(1)

CAUSEY RESERVOIR ACCESS

SHEET

NUMBER

Grading Summary

Surfacing Summary

Drainage Summary

Miscellaneous Summary S Sheets BID

SCHEDULE

A0900 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 2862.5 87.5 2950

A0920 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 5 5

A0940 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0960 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH HOUR 20

A0980 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20

A1000 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER HOUR 20

A1020 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20

A1040 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20

A1060 62301-0000 GENERAL LABOR HOUR 40

A1100 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40

A1120 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES,(BIOLOGIST) LPSM ALL

A1140 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 3.28 0.16 3.44

A1160 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 2.72 0.28 3

A1180 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 2.72 0.28 3

A1200 62901-1200 ROLLED EROSION CONTROL PRODUCT, TYPE 5.A SQYD 40 2 42

A1220 63301-0000 SIGN SYSTEM EACH 9 1 10

A1240 63308-2000 OBJECT MARKER, TYPE 2 EACH 10 2 12

A1260 63308-3000 OBJECT MARKER, TYPE 3 EACH 2 1 3

A1280 63316-1000 REMOVE AND RESET SIGN EACH 1 1 2

A1300 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 2.62 0.38 3

A1320 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM ALL

A1340 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 8

A1360 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 100 100

A1380 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 25 25

A1400 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 12 12

A1420 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 700 700

A1440 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 700 700

A1460 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2400 2400

A1480 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1200 1200

A1500 63701-0000 FIELD OFFICE EACH 1

A1520 65105-0000 TEMPORARY ROCKFALL PROTECTION LPSM ALL

ALLOWANCE

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

LINE

ITEM

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6:

P M

Milestone: 100% Estimate Date Completed: 08/27/25 Report Date: 08/27/25

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT

PROJECT

B2UT WEB 10(1)

CAUSEY RESERVOIR ACCESS

Grading Summary

Surfacing Summary

Drainage Summary

Miscellaneous Summary S Sheets BID

SCHEDULE

X0100 15101-0000 MOBILIZATION LPSM ALL

X0120 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 0.045 0.045

X0140 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 1 1

X0160 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0180 15401-0000 CONTRACTOR TESTING LPSM ALL

X0200 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0220 15701-0000 SOIL EROSION CONTROL LPSM ALL

X0240 20101-0000 CLEARING AND GRUBBING ACRE 0.35 0.05 0.4

X0260 20301-0300 REMOVAL OF BOX CULVERT EACH 1 1

X0280 20301-2400 REMOVAL OF SIGN EACH 1 1 2

X0300 20302-0700 REMOVAL OF FENCE LNFT 135 10 145

X0320 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 1227 63 1290

X0340 20815-0000 COFFERDAMS LPSM ALL

X0360 20820-0000 DEWATERING LPSM ALL

X0380 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2 CUYD 6.7 1.3 8

X0400 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 CUYD 69.1 75 5.9 150

X0420 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 354 16 370

X0440 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 115 3 118

X0460 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2 TON 115 3 118

X0480 40601-0000 FOG SEAL TON 0.3 0.1 0.4

X0500 41102-1000 PRIME COAT, METHOD 1 SQYD 587 33 620

X0520 41105-0000 BLOTTER TON 0.9 0.1 1

X0540 41201-0000 TACK COAT TON 0.3 0.1 0.4

X0560 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT LNFT 36 36

X0580 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 125 25 150

X0600 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 4 4

X0620 61901-0000 FENCE LNFT 115 10 125

X0640 61920-2000 REMOVE AND RESET GATE EACH 1 1

X0660 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 10

X0680 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH HOUR 10

X0700 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 10

X0720 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER HOUR 10

X0740 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10

X0760 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 10

X0780 62301-0000 GENERAL LABOR HOUR 10

X0800 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 10

X0820 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES,(BIOLOGIST) LPSM ALL

X0840 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.22 0.08 0.3

X0860 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.22 0.08 0.3

X0880 63301-0000 SIGN SYSTEM EACH 1 1 2

ALLOWANCE

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

N

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SUMMARY OF QUANTITIES - Option X

A M E N D

LINE

ITEM

NO.

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Milestone: 100% Estimate Date Completed: 08/27/25 Report Date: 08/27/25

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT

PROJECT

B3UT WEB 10(1)

CAUSEY RESERVOIR ACCESS

Grading Summary

Surfacing Summary

Drainage Summary

Miscellaneous Summary S Sheets BID

SCHEDULE

X0900 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4

X0920 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM ALL

X0940 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 20 20

X0960 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 120 120

X0980 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 300 300

X1000 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 249 16 265

ALLOWANCE

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

N

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SUMMARY OF QUANTITIES - Option X

A M E N D

LINE

ITEM

NO.

-A ug -2

6:

P M

Milestone: 100% Estimate Date Completed: 08/27/25 Report Date: 08/27/25

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT

PROJECT

B4UT WEB 10(1)

CAUSEY RESERVOIR ACCESS

Grading Summary

Surfacing Summary

Drainage Summary

Miscellaneous Summary S Sheets BID

SCHEDULE

Y0100 15101-0000 MOBILIZATION LPSM ALL

Y0120 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 3 3

Y0140 15215-5000 SURVEY AND STAKING, BOX CULVERT EACH 1 1

Y0160 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 0.581 0.581

Y0180 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 1.162 1.162

Y0200 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0220 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0240 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y0260 15701-0000 SOIL EROSION CONTROL LPSM ALL

Y0280 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

Y0300 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

Y0320 20101-0000 CLEARING AND GRUBBING ACRE 3.27 0.73 4

Y0340 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 3

Y0360 20301-2400 REMOVAL OF SIGN EACH 4 4

Y0380 20302-1000 REMOVAL OF FENCE, RAIL LNFT 252 13 265

Y0400 20302-1200 REMOVAL OF GUARDRAIL LNFT 2675 135 2810

Y0420 20401-0000 ROADWAY EXCAVATION CUYD 1642 163 1805

Y0440 20820-0000 DEWATERING LPSM ALL

Y0460 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2 CUYD 17 2 19

Y0480 25101-2300 PLACED RIPRAP, METHOD B, CLASS 3 CUYD 59 6 65

Y0500 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 15.6 4.4 20

Y0520 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1894 96 1990

Y0540 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1207 38 1245

Y0560 40601-0000 FOG SEAL TON 2.9 0.1 3

Y0580 41102-1000 PRIME COAT, METHOD 1 SQYD 6682 333 7015

Y0600 41105-0000 BLOTTER TON 9.9 0.6 10.5

Y0620 41201-0000 TACK COAT TON 2.9 0.1 3

Y0640 60103-0000 CONCRETE, HEADWALL,(BOX CULVERT) EACH 2 2 Include Wingwalls

Y0660 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT EACH 1 1

Y0680 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT EACH 1 1

Y0700 60201-0800 24-INCH PIPE CULVERT LNFT 94 6 100

Y0720 60201-1000 36-INCH PIPE CULVERT LNFT 50 5 55

Y0740 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 2 2

Y0760 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 1 1

Y0780 60220-4050 12 FEET SPAN, 8 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT LNFT 50 4 54

Y0800 60404-0000 CATCH BASIN EACH 1 1

Y0820 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 2297 113 2410

Y0840 60908-1000 PAVED DITCH, ASPHALT SQYD 534 26 560

Y0860 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 3313 167 3480

Y0880 61702-0000 TERMINAL SECTION EACH 5 5

ALLOWANCE

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

N

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SUMMARY OF QUANTITIES - Option Y

A M E N D

LINE

ITEM

NO.

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Milestone: 100% Estimate Date Completed: 08/27/25 Report Date: 08/27/25

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT

PROJECT

B5UT WEB 10(1)

CAUSEY RESERVOIR ACCESS

Grading Summary

Surfacing Summary

Drainage Summary

Miscellaneous Summary S Sheets BID

SCHEDULE

Y0900 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 1 1

Y0920 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 10

Y0940 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH HOUR 10

Y0960 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 10

Y0980 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER HOUR 10

Y1000 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10

Y1020 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 10

Y1040 62301-0000 GENERAL LABOR HOUR 10

Y1060 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 10

Y1080 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 10

Y1100 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES,(BIOLOGIST) LPSM ALL

Y1120 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 1.56 0.44 2

Y1140 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.92 0.08 1

Y1160 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.92 0.08 1

Y1180 62901-1200 ROLLED EROSION CONTROL PRODUCT, TYPE 5.A SQYD 41 2 43

Y1200 63301-0000 SIGN SYSTEM EACH 6 2 8

Y1220 63308-2000 OBJECT MARKER, TYPE 2 EACH 6 2 8

Y1240 63308-3000 OBJECT MARKER, TYPE 3 EACH 7 1 8

Y1260 63316-1000 REMOVE AND RESET SIGN EACH 7 3 10

Y1280 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 2.28 0.32 2.6

Y1300 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM ALL

Y1320 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

Y1340 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 80 80

Y1360 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 25 25

Y1380 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 4 4

Y1400 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 800 800

Y1420 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 400 400

Y1440 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 155 10 165

ALLOWANCE

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

N

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SUMMARY OF QUANTITIES - Option Y

A M E N D

LINE

ITEM

NO.

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Milestone: 100% Estimate Date Completed: 08/27/25 Report Date: 08/27/25

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT

PROJECT

B6UT WEB 10(1)

CAUSEY RESERVOIR ACCESS

Grading Summary

Surfacing Summary

Drainage Summary

Miscellaneous Summary S Sheets BID

SCHEDULE

Z0100 15101-0000 MOBILIZATION LPSM ALL

Z0120 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 1.391 1.391

Z0140 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 6 6

Z0160 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Z0180 15401-0000 CONTRACTOR TESTING LPSM ALL

Z0200 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Z0220 15701-0000 SOIL EROSION CONTROL LPSM ALL

Z0240 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

Z0260 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

Z0280 20101-0000 CLEARING AND GRUBBING ACRE 2.58 0.42 3

Z0300 20301-1900 REMOVAL OF PIPE CULVERT EACH 4 4

Z0320 20402-0000 SUBEXCAVATION CUYD 425 75 500

Z0340 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2 CUYD 7.8 2.2 10

Z0360 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 67.2 7.8 75

Z0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1409 71 1480

Z0400 30302-1000 DITCH RECONDITIONING LNFT 6597 333 6930

Z0420 30402-5200 FULL DEPTH RECLAMATION, METHOD 2, 4-INCH DEPTH SQYD 489 26 515

Z0440 30402-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH SQYD 17470 875 18345

Z0460 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 3950 119 4069

Z0480 40601-0000 FOG SEAL TON 8.2 0.3 8.5

Z0500 41102-1000 PRIME COAT, METHOD 1 SQYD 18545 927 19472

Z0520 41105-0000 BLOTTER TON 27.6 0.8 28.4

Z0540 41201-0000 TACK COAT TON 8.2 0.3 8.5

Z0560 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT EACH 2 2

Z0580 60103-0200 CONCRETE, HEADWALL FOR 42-INCH PIPE CULVERT EACH 2 2

Z0600 60201-0800 24-INCH PIPE CULVERT LNFT 107 3 110

Z0620 60201-1100 42-INCH PIPE CULVERT LNFT 106 4 110

Z0640 60201-1200 48-INCH PIPE CULVERT LNFT 30 4 34

Z0660 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 2 2

Z0680 60210-1200 END SECTION FOR 48-INCH PIPE CULVERT EACH 2 2

Z0700 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 10

Z0720 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH HOUR 10

Z0740 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 10

Z0760 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER HOUR 10

Z0780 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10

Z0800 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 10

Z0820 62301-0000 GENERAL LABOR HOUR 10

Z0840 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 10

Z0860 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 10

Z0880 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 2.58 0.42 3

ALLOWANCE

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

N

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SUMMARY OF QUANTITIES - Option Z

A M E N D

LINE

ITEM

NO.

-A ug -2

6:

P M

Milestone: 100% Estimate Date Completed: 08/27/25 Report Date: 08/27/25

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT

PROJECT

B7UT WEB 10(1)

CAUSEY RESERVOIR ACCESS

Grading Summary

Surfacing Summary

Drainage Summary

Miscellaneous Summary S Sheets BID

SCHEDULE

Z0900 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 2.58 0.42 3

Z0920 63301-0000 SIGN SYSTEM EACH 1 1 2

Z0940 63308-2000 OBJECT MARKER, TYPE 2 EACH 6 2 8

Z0960 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 2 6

Z0980 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 5.74 0.26 6

Z1000 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM ALL

Z1020 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

Z1040 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 150 150

Z1060 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 25 25

Z1080 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 4 4

Z1100 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1000 1000

Z1120 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 400 400

ALLOWANCE

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

N

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R oa dw ay

\C A D

D _S he et s\ B -S um m

U

T_ W

EB

_F

LA

P_

_1

_S O

Q _1

_0 8_

_2

5.

xl sm ]S he et

8)

SUMMARY OF QUANTITIES - Option Z

A M E N D

LINE

ITEM

NO.

-A ug -2

6:

P M

Milestone: 100% Estimate Date Completed: 08/27/25 Report Date: 08/27/25

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT

PROJECT

B8UT WEB 10(1)

CAUSEY RESERVOIR ACCESS