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

PDF 44 MB Posted Sep 22, 2025

Attached to: UT FLAP WEB 10(1) Causey Reservoir Access Federal contract opportunity
Solicitation number: 6982AF25B000014
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Sep 22, 2025

This document is a Summary of Quantities for the UT FLAP WEB 10(1) Causey Reservoir Access project, detailing a federal highway improvement project in Weber County, Utah. The project involves road reconstruction and improvements on multiple roads (Causey Road, Wheat Grass Canyon Road, and Skull Crack Road) with four distinct work schedules: Schedule A (4R improvements on 0.65 miles), Option X (Beaver Creek structure replacement), Option Y (4R improvements on 0.56 miles), and Option Z (3R improvements on 1.39 miles).

The project, managed by the Department of Transportation Federal Highway Administration, is set for full and open competition with a HUBZone price preference. Key technical elements include roadway realignment, intersection improvements, mechanically stabilized earth walls, pavement reconstruction, drainage structures, guardrail installations, traffic control, and environmental mitigation. The work ranges from roadway excavation and asphalt concrete pavement to specialized tasks like survey control, erosion control, and streambed material placement. The project location is in mountainous terrain with elevations between 5,464.75 and 5,779.21 feet, and all road closures must be coordinated with the Boy Scouts of America.

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Other files for this federal contract opportunity

Other files attached to UT FLAP WEB 10(1) Causey Reservoir Access, newest first.
File	Type	Posted
PRE-SOLICITATION UT FLAP WEB 10(1).pdf	PDF	Sep 24, 2025
UT FLAP WEB 10(1) Causey Reservoir Access SCRs.pdf	PDF	Sep 22, 2025
PRE-SOLICITATION UT FLAP WEB 10(1).pdf	PDF	Sep 15, 2025

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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

LINE

ITEM

NO.

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P M

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

U T\ w eb

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SUMMARY OF QUANTITIES - Schedule A

A M E N D

LINE

ITEM

NO.

-A ug -2

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

U T\ w eb

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D _S he et s\ B -S um m

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xl sm ]S he et

SUMMARY OF QUANTITIES - Option X

A M E N D

LINE

ITEM

NO.

-A ug -2

P M

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

U T\ w eb

R oa dw ay

\C A D

D _S he et s\ B -S um m

T_ W

_S O

Q _1

_0 8_

xl sm ]S he et

SUMMARY OF QUANTITIES - Option X

A M E N D

LINE

ITEM

NO.

-A ug -2

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

U T\ w eb

R oa dw ay

\C A D

D _S he et s\ B -S um m

T_ W

_S O

Q _1

_0 8_

xl sm ]S he et

SUMMARY OF QUANTITIES - Option Y

A M E N D

LINE

ITEM

NO.

-A ug -2

P M

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

U T\ w eb

R oa dw ay

\C A D

D _S he et s\ B -S um m

T_ W

_S O

Q _1

_0 8_

xl sm ]S he et

SUMMARY OF QUANTITIES - Option Y

A M E N D

LINE

ITEM

NO.

-A ug -2

P M

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

U T\ w eb

R oa dw ay

\C A D

D _S he et s\ B -S um m

T_ W

_S O

Q _1

_0 8_

xl sm ]S he et

SUMMARY OF QUANTITIES - Option Z

A M E N D

LINE

ITEM

NO.

-A ug -2

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

U T\ w eb

R oa dw ay

\C A D

D _S he et s\ B -S um m

T_ W

_S O

Q _1

_0 8_

xl sm ]S he et

SUMMARY OF QUANTITIES - Option Z

A M E N D

LINE

ITEM

NO.

-A ug -2

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

File details come from the government source that posted it. Updated Sep 22, 2025.