Skunk Creek Crossing at Desert Hills Drive

Solicitation No.

8741868925

Type / RFx

RFP

Status

Active

Level

county

Published Date

April 22, 2026

Due Date

May 19, 2026

NAICS Code

237310AI guide

Jurisdiction

Maricopa County Procurement Services

State

Arizona

Agency

Maricopa County Procurement Services

Notice is hereby given that Maricopa County (County) is conducting this invitation for SEALED BIDS for the work described herein: The purpose of this project is to provide better access for emergency response vehicles and residents to areas that can become isolated by flows in Skunk Creek, as well as to reduce the regular maintenance needs for the roadway. No Pre-Bid Conference has been scheduled under this solicitation All construction work on this contract is to be completed within 180 CALENDAR DAYS beginning with the date specified in the Notice to Proceed. Exclusive of and following the contract time allowed for construction work are 120 CALENDAR DAYS for internal administrative purposes, thereby resulting in a total contract performance period of 300 CALENDAR DAYS. **Project Type**: DBB - Design/Bid/Build (Formal) **Source ID**: PU.AG.USA.2550080.C19759851 **Piggyback Contract**: No **Question Acceptance Deadline**: 05/12/2026 05:00 PM EDT **Questions are submitted online**: Yes **Bid Submission Type**: Electronic Bid Submission **Owner Organization**: Maricopa County **Reference Number**: 0000420859 **Pricing**: Item Based **Bid Documents List**: | Item Name | Description | Mandatory | Limited to 1 file | |---|---|---|---| | Bid Documents | Documents defining the proposal | No | No | **Line Items**: | Code | Description | Price | Code | Description | UOM | Qty | |---|---|---|---|---|---|---| | Next Sheet1 Next Schedule B-Cost Allowance COST ALLOWANCE Code Description Price 104.04000 Partnering $5,000.00 104.23000 Engineers Authorized Repairs (Contingent Item) $50,000.00 107.01501 Community Relations Support $12,000.00 107.02000 Stormwater Compliance (AZPDES) $50,000.00 107.02010 Compliance with Maricopa County Stormwater Regulation $3,000.00 107.02110 Environmental Mitigation Compliance $15,000.00 107.02120 Compliance with Migratory Bird Treaty Act $15,000.00 107.02210 404 Permit Compliance $17,000.00 338.01000 Price Adjustment for Bituminous Materials $13,500.00 401.01100 Uniformed Off-Duty Law Enforcement Officer $25,000.00 Next Schedule A-Road Work STANDARD Code Description UOM Qty 109.09000 Mobilization/Demobilization Lump-Sum 1 111.01000 Type I Engineers Field Office Lump-Sum 1 201.01012 Remove Tree, Diameter > 12 in Each 8 205.01150 Roadway Excavation Cubic Yard 35747 206.01000 Structural Excavation Cubic Yard 505 206.02000 Structural Backfill Cubic Yard 550 212.01000 Roadway Obliteration Square Yard 3980 220.10300 Riprap, D50=12 in Cubic Yard 6483 220.20000 Grouted Riprap Cubic Yard 3284 301.01000 Subgrade Preparation Square Yard 9653 310.03001 Aggregate Base Course Cubic Yard 1686 321.01202 Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) Ton 1407 321.02203 PMTR AC Pavement (Superpave 1/2 in Low Traffic) Ton 590 324.01080 Portland Cement Concrete Pavement (PCCP) 8 in Thick Square Yard 557 329.01000 Bituminous Tack Coat SS-1h or CSS-1h, Diluted Ton 3 350.01100 Remove Pipe, Backfill & Compact, D<30 in Linear Foot/Feet 80 350.01102 Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in Lump-Sum 1 350.01510 Remove End Section Each 4 350.01706 Remove Riprap Square Yard 320 350.01904 Remove CMP Casing and Foundation Each 1 350.02501 Remove Survey Marker, Brass Cap or Rebar Each 1 350.04000 Remove and Salvage Traffic Sign Assembly Each 8 350.30005 Remove Barbed Wire Fence Linear Foot/Feet 1134 350.50005 Remove and Salvage Steel Post Each 3 350.50006 Remove Type A Traffic Pole Foundation Each 3 350.50007 Remove Type PB Traffic Pole Foundation Each 1 351.49002 Relocate Tubular Fence Gate Each 1 351.49003 Relocate Tubular Fence with Privacy Screening Linear Foot/Feet 386 401.01000 Traffic Control Lump-Sum 1 401.06100 Changeable Message Board for Public Notification (Each Board/Day of Use) Day 42 405.01000 Survey Marker, Type B, MAG Det 120 Each 1 405.01100 Survey Marker, Type A, MAG Det 120 Each 1 421.14200 Barbed Wire Fence, Type 2, ADOT C-12.10 Linear Foot/Feet 1316 430.01201 Hydro Seeding - Native Seed Mix Acre 4 461.01100 4 in White Traffic Paint Stripe Linear Foot/Feet 4820 461.01200 4 in Yellow Traffic Paint Stripe Linear Foot/Feet 4910 462.01100 4 in White Thermoplastic Traffic Stripe Linear Foot/Feet 4820 462.01200 4 in Yellow Thermoplastic Traffic Stripe Linear Foot/Feet 4910 463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) Each 123 464.02000 Perforated Sign Post Linear Foot/Feet 90 464.02001 Perforated Sign Post Foundation, Det 2058 Each 8 465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade Square Foot/Feet 42 465.01003 Flat Sheet Aluminum Sign Panel, Diamond Grade Square Foot/Feet 18 505.01100 MAG Class AA Concrete Cubic Yard 1150 505.02100 Reinforcing Steel Pound 135000 505.17002 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream Linear Foot/Feet 1487 505.17014 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain Linear Foot/Feet 1311 520.01047 Safety Rail, Height 4 ft - 8 in MAG Det 145 Linear Foot/Feet 268 523.15118 Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe Each 1 618.01018 End Section 18 in Pipe, MAG Det 545 Each 5 618.20518 18 in RGRCP, Class V Linear Foot/Feet 224 | Next Schedule B-Cost Allowance COST ALLOWANCE Code Description Price 104.04000 Partnering $5,000.00 104.23000 Engineers Authorized Repairs (Contingent Item) $50,000.00 107.01501 Community Relations Support $12,000.00 107.02000 Stormwater Compliance (AZPDES) $50,000.00 107.02010 Compliance with Maricopa County Stormwater Regulation $3,000.00 107.02110 Environmental Mitigation Compliance $15,000.00 107.02120 Compliance with Migratory Bird Treaty Act $15,000.00 107.02210 404 Permit Compliance $17,000.00 338.01000 Price Adjustment for Bituminous Materials $13,500.00 401.01100 Uniformed Off-Duty Law Enforcement Officer $25,000.00 | 104.04000 | Partnering | $5,000.00 | 104.23000 | Engineers Authorized Repairs (Contingent Item) | $50,000.00 | 107.01501 | Community Relations Support | $12,000.00 | 107.02000 | Stormwater Compliance (AZPDES) | $50,000.00 | 107.02010 | Compliance with Maricopa County Stormwater Regulation | $3,000.00 | 107.02110 | Environmental Mitigation Compliance | $15,000.00 | 107.02120 | Compliance with Migratory Bird Treaty Act | $15,000.00 | 107.02210 | 404 Permit Compliance | $17,000.00 | 338.01000 | Price Adjustment for Bituminous Materials | $13,500.00 | 401.01100 | Uniformed Off-Duty Law Enforcement Officer | $25,000.00 | | Next Schedule A-Road Work STANDARD Code Description UOM Qty 109.09000 Mobilization/Demobilization Lump-Sum 1 111.01000 Type I Engineers Field Office Lump-Sum 1 201.01012 Remove Tree, Diameter > 12 in Each 8 205.01150 Roadway Excavation Cubic Yard 35747 206.01000 Structural Excavation Cubic Yard 505 206.02000 Structural Backfill Cubic Yard 550 212.01000 Roadway Obliteration Square Yard 3980 220.10300 Riprap, D50=12 in Cubic Yard 6483 220.20000 Grouted Riprap Cubic Yard 3284 301.01000 Subgrade Preparation Square Yard 9653 310.03001 Aggregate Base Course Cubic Yard 1686 321.01202 Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) Ton 1407 321.02203 PMTR AC Pavement (Superpave 1/2 in Low Traffic) Ton 590 324.01080 Portland Cement Concrete Pavement (PCCP) 8 in Thick Square Yard 557 329.01000 Bituminous Tack Coat SS-1h or CSS-1h, Diluted Ton 3 350.01100 Remove Pipe, Backfill & Compact, D<30 in Linear Foot/Feet 80 350.01102 Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in Lump-Sum 1 350.01510 Remove End Section Each 4 350.01706 Remove Riprap Square Yard 320 350.01904 Remove CMP Casing and Foundation Each 1 350.02501 Remove Survey Marker, Brass Cap or Rebar Each 1 350.04000 Remove and Salvage Traffic Sign Assembly Each 8 350.30005 Remove Barbed Wire Fence Linear Foot/Feet 1134 350.50005 Remove and Salvage Steel Post Each 3 350.50006 Remove Type A Traffic Pole Foundation Each 3 350.50007 Remove Type PB Traffic Pole Foundation Each 1 351.49002 Relocate Tubular Fence Gate Each 1 351.49003 Relocate Tubular Fence with Privacy Screening Linear Foot/Feet 386 401.01000 Traffic Control Lump-Sum 1 401.06100 Changeable Message Board for Public Notification (Each Board/Day of Use) Day 42 405.01000 Survey Marker, Type B, MAG Det 120 Each 1 405.01100 Survey Marker, Type A, MAG Det 120 Each 1 421.14200 Barbed Wire Fence, Type 2, ADOT C-12.10 Linear Foot/Feet 1316 430.01201 Hydro Seeding - Native Seed Mix Acre 4 461.01100 4 in White Traffic Paint Stripe Linear Foot/Feet 4820 461.01200 4 in Yellow Traffic Paint Stripe Linear Foot/Feet 4910 462.01100 4 in White Thermoplastic Traffic Stripe Linear Foot/Feet 4820 462.01200 4 in Yellow Thermoplastic Traffic Stripe Linear Foot/Feet 4910 463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) Each 123 464.02000 Perforated Sign Post Linear Foot/Feet 90 464.02001 Perforated Sign Post Foundation, Det 2058 Each 8 465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade Square Foot/Feet 42 465.01003 Flat Sheet Aluminum Sign Panel, Diamond Grade Square Foot/Feet 18 505.01100 MAG Class AA Concrete Cubic Yard 1150 505.02100 Reinforcing Steel Pound 135000 505.17002 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream Linear Foot/Feet 1487 505.17014 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain Linear Foot/Feet 1311 520.01047 Safety Rail, Height 4 ft - 8 in MAG Det 145 Linear Foot/Feet 268 523.15118 Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe Each 1 618.01018 End Section 18 in Pipe, MAG Det 545 Each 5 618.20518 18 in RGRCP, Class V Linear Foot/Feet 224 | Code Description UOM Qty | 109.09000 Mobilization/Demobilization Lump-Sum 1 111.01000 Type I Engineers Field Office Lump-Sum 1 201.01012 Remove Tree, Diameter > 12 in Each 8 205.01150 Roadway Excavation Cubic Yard 35747 206.01000 Structural Excavation Cubic Yard 505 206.02000 Structural Backfill Cubic Yard 550 212.01000 Roadway Obliteration Square Yard 3980 220.10300 Riprap, D50=12 in Cubic Yard 6483 220.20000 Grouted Riprap Cubic Yard 3284 301.01000 Subgrade Preparation Square Yard 9653 310.03001 Aggregate Base Course Cubic Yard 1686 321.01202 Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) Ton 1407 321.02203 PMTR AC Pavement (Superpave 1/2 in Low Traffic) Ton 590 324.01080 Portland Cement Concrete Pavement (PCCP) 8 in Thick Square Yard 557 329.01000 Bituminous Tack Coat SS-1h or CSS-1h, Diluted Ton 3 350.01100 Remove Pipe, Backfill & Compact, D<30 in Linear Foot/Feet 80 350.01102 Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in Lump-Sum 1 350.01510 Remove End Section Each 4 350.01706 Remove Riprap Square Yard 320 350.01904 Remove CMP Casing and Foundation Each 1 350.02501 Remove Survey Marker, Brass Cap or Rebar Each 1 350.04000 Remove and Salvage Traffic Sign Assembly Each 8 350.30005 Remove Barbed Wire Fence Linear Foot/Feet 1134 350.50005 Remove and Salvage Steel Post Each 3 350.50006 Remove Type A Traffic Pole Foundation Each 3 350.50007 Remove Type PB Traffic Pole Foundation Each 1 351.49002 Relocate Tubular Fence Gate Each 1 351.49003 Relocate Tubular Fence with Privacy Screening Linear Foot/Feet 386 401.01000 Traffic Control Lump-Sum 1 401.06100 Changeable Message Board for Public Notification (Each Board/Day of Use) Day 42 405.01000 Survey Marker, Type B, MAG Det 120 Each 1 405.01100 Survey Marker, Type A, MAG Det 120 Each 1 421.14200 Barbed Wire Fence, Type 2, ADOT C-12.10 Linear Foot/Feet 1316 430.01201 Hydro Seeding - Native Seed Mix Acre 4 461.01100 4 in White Traffic Paint Stripe Linear Foot/Feet 4820 461.01200 4 in Yellow Traffic Paint Stripe Linear Foot/Feet 4910 462.01100 4 in White Thermoplastic Traffic Stripe Linear Foot/Feet 4820 462.01200 4 in Yellow Thermoplastic Traffic Stripe Linear Foot/Feet 4910 463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) Each 123 464.02000 Perforated Sign Post Linear Foot/Feet 90 464.02001 Perforated Sign Post Foundation, Det 2058 Each 8 465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade Square Foot/Feet 42 465.01003 Flat Sheet Aluminum Sign Panel, Diamond Grade Square Foot/Feet 18 505.01100 MAG Class AA Concrete Cubic Yard 1150 505.02100 Reinforcing Steel Pound 135000 505.17002 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream Linear Foot/Feet 1487 505.17014 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain Linear Foot/Feet 1311 520.01047 Safety Rail, Height 4 ft - 8 in MAG Det 145 Linear Foot/Feet 268 523.15118 Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe Each 1 618.01018 End Section 18 in Pipe, MAG Det 545 Each 5 618.20518 18 in RGRCP, Class V Linear Foot/Feet 224 | 109.09000 | Mobilization/Demobilization | Lump-Sum | 1 | 111.01000 | Type I Engineers Field Office | Lump-Sum | 1 | 201.01012 | Remove Tree, Diameter > 12 in | Each | 8 | 205.01150 | Roadway Excavation | Cubic Yard | 35747 | 206.01000 | Structural Excavation | Cubic Yard | 505 | 206.02000 | Structural Backfill | Cubic Yard | 550 | 212.01000 | Roadway Obliteration | Square Yard | 3980 | 220.10300 | Riprap, D50=12 in | Cubic Yard | 6483 | 220.20000 | Grouted Riprap | Cubic Yard | 3284 | 301.01000 | Subgrade Preparation | Square Yard | 9653 | 310.03001 | Aggregate Base Course | Cubic Yard | 1686 | 321.01202 | Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) | Ton | 1407 | 321.02203 | PMTR AC Pavement (Superpave 1/2 in Low Traffic) | Ton | 590 | 324.01080 | Portland Cement Concrete Pavement (PCCP) 8 in Thick | Square Yard | 557 | 329.01000 | Bituminous Tack Coat SS-1h or CSS-1h, Diluted | Ton | 3 | 350.01100 | Remove Pipe, Backfill & Compact, D<30 in | Linear Foot/Feet | 80 | 350.01102 | Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in | Lump-Sum | 1 | 350.01510 | Remove End Section | Each | 4 | 350.01706 | Remove Riprap | Square Yard | 320 | 350.01904 | Remove CMP Casing and Foundation | Each | 1 | 350.02501 | Remove Survey Marker, Brass Cap or Rebar | Each | 1 | 350.04000 | Remove and Salvage Traffic Sign Assembly | Each | 8 | 350.30005 | Remove Barbed Wire Fence | Linear Foot/Feet | 1134 | 350.50005 | Remove and Salvage Steel Post | Each | 3 | 350.50006 | Remove Type A Traffic Pole Foundation | Each | 3 | 350.50007 | Remove Type PB Traffic Pole Foundation | Each | 1 | 351.49002 | Relocate Tubular Fence Gate | Each | 1 | 351.49003 | Relocate Tubular Fence with Privacy Screening | Linear Foot/Feet | 386 | 401.01000 | Traffic Control | Lump-Sum | 1 | 401.06100 | Changeable Message Board for Public Notification (Each Board/Day of Use) | Day | 42 | 405.01000 | Survey Marker, Type B, MAG Det 120 | Each | 1 | 405.01100 | Survey Marker, Type A, MAG Det 120 | Each | 1 | 421.14200 | Barbed Wire Fence, Type 2, ADOT C-12.10 | Linear Foot/Feet | 1316 | 430.01201 | Hydro Seeding - Native Seed Mix | Acre | 4 | 461.01100 | 4 in White Traffic Paint Stripe | Linear Foot/Feet | 4820 | 461.01200 | 4 in Yellow Traffic Paint Stripe | Linear Foot/Feet | 4910 | 462.01100 | 4 in White Thermoplastic Traffic Stripe | Linear Foot/Feet | 4820 | 462.01200 | 4 in Yellow Thermoplastic Traffic Stripe | Linear Foot/Feet | 4910 | 463.01100 | Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) | Each | 123 | 464.02000 | Perforated Sign Post | Linear Foot/Feet | 90 | 464.02001 | Perforated Sign Post Foundation, Det 2058 | Each | 8 | 465.01002 | Flat Sheet Aluminum Sign Panel, High Intensity Grade | Square Foot/Feet | 42 | 465.01003 | Flat Sheet Aluminum Sign Panel, Diamond Grade | Square Foot/Feet | 18 | 505.01100 | MAG Class AA Concrete | Cubic Yard | 1150 | 505.02100 | Reinforcing Steel | Pound | 135000 | 505.17002 | 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream | Linear Foot/Feet | 1487 | 505.17014 | 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain | Linear Foot/Feet | 1311 | 520.01047 | Safety Rail, Height 4 ft - 8 in MAG Det 145 | Linear Foot/Feet | 268 | 523.15118 | Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe | Each | 1 | 618.01018 | End Section 18 in Pipe, MAG Det 545 | Each | 5 | 618.20518 | 18 in RGRCP, Class V | Linear Foot/Feet | 224 | | | | Next Schedule B-Cost Allowance COST ALLOWANCE Code Description Price 104.04000 Partnering $5,000.00 104.23000 Engineers Authorized Repairs (Contingent Item) $50,000.00 107.01501 Community Relations Support $12,000.00 107.02000 Stormwater Compliance (AZPDES) $50,000.00 107.02010 Compliance with Maricopa County Stormwater Regulation $3,000.00 107.02110 Environmental Mitigation Compliance $15,000.00 107.02120 Compliance with Migratory Bird Treaty Act $15,000.00 107.02210 404 Permit Compliance $17,000.00 338.01000 Price Adjustment for Bituminous Materials $13,500.00 401.01100 Uniformed Off-Duty Law Enforcement Officer $25,000.00 | 104.04000 | Partnering | $5,000.00 | 104.23000 | Engineers Authorized Repairs (Contingent Item) | $50,000.00 | 107.01501 | Community Relations Support | $12,000.00 | 107.02000 | Stormwater Compliance (AZPDES) | $50,000.00 | 107.02010 | Compliance with Maricopa County Stormwater Regulation | $3,000.00 | 107.02110 | Environmental Mitigation Compliance | $15,000.00 | 107.02120 | Compliance with Migratory Bird Treaty Act | $15,000.00 | 107.02210 | 404 Permit Compliance | $17,000.00 | 338.01000 | Price Adjustment for Bituminous Materials | $13,500.00 | 401.01100 | Uniformed Off-Duty Law Enforcement Officer | $25,000.00 | | | 104.04000 | Partnering | $5,000.00 | | 104.23000 | Engineers Authorized Repairs (Contingent Item) | $50,000.00 | | 107.01501 | Community Relations Support | $12,000.00 | | 107.02000 | Stormwater Compliance (AZPDES) | $50,000.00 | | 107.02010 | Compliance with Maricopa County Stormwater Regulation | $3,000.00 | | 107.02110 | Environmental Mitigation Compliance | $15,000.00 | | 107.02120 | Compliance with Migratory Bird Treaty Act | $15,000.00 | | 107.02210 | 404 Permit Compliance | $17,000.00 | | 338.01000 | Price Adjustment for Bituminous Materials | $13,500.00 | | 401.01100 | Uniformed Off-Duty Law Enforcement Officer | $25,000.00 | | Next Schedule A-Road Work STANDARD Code Description UOM Qty 109.09000 Mobilization/Demobilization Lump-Sum 1 111.01000 Type I Engineers Field Office Lump-Sum 1 201.01012 Remove Tree, Diameter > 12 in Each 8 205.01150 Roadway Excavation Cubic Yard 35747 206.01000 Structural Excavation Cubic Yard 505 206.02000 Structural Backfill Cubic Yard 550 212.01000 Roadway Obliteration Square Yard 3980 220.10300 Riprap, D50=12 in Cubic Yard 6483 220.20000 Grouted Riprap Cubic Yard 3284 301.01000 Subgrade Preparation Square Yard 9653 310.03001 Aggregate Base Course Cubic Yard 1686 321.01202 Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) Ton 1407 321.02203 PMTR AC Pavement (Superpave 1/2 in Low Traffic) Ton 590 324.01080 Portland Cement Concrete Pavement (PCCP) 8 in Thick Square Yard 557 329.01000 Bituminous Tack Coat SS-1h or CSS-1h, Diluted Ton 3 350.01100 Remove Pipe, Backfill & Compact, D<30 in Linear Foot/Feet 80 350.01102 Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in Lump-Sum 1 350.01510 Remove End Section Each 4 350.01706 Remove Riprap Square Yard 320 350.01904 Remove CMP Casing and Foundation Each 1 350.02501 Remove Survey Marker, Brass Cap or Rebar Each 1 350.04000 Remove and Salvage Traffic Sign Assembly Each 8 350.30005 Remove Barbed Wire Fence Linear Foot/Feet 1134 350.50005 Remove and Salvage Steel Post Each 3 350.50006 Remove Type A Traffic Pole Foundation Each 3 350.50007 Remove Type PB Traffic Pole Foundation Each 1 351.49002 Relocate Tubular Fence Gate Each 1 351.49003 Relocate Tubular Fence with Privacy Screening Linear Foot/Feet 386 401.01000 Traffic Control Lump-Sum 1 401.06100 Changeable Message Board for Public Notification (Each Board/Day of Use) Day 42 405.01000 Survey Marker, Type B, MAG Det 120 Each 1 405.01100 Survey Marker, Type A, MAG Det 120 Each 1 421.14200 Barbed Wire Fence, Type 2, ADOT C-12.10 Linear Foot/Feet 1316 430.01201 Hydro Seeding - Native Seed Mix Acre 4 461.01100 4 in White Traffic Paint Stripe Linear Foot/Feet 4820 461.01200 4 in Yellow Traffic Paint Stripe Linear Foot/Feet 4910 462.01100 4 in White Thermoplastic Traffic Stripe Linear Foot/Feet 4820 462.01200 4 in Yellow Thermoplastic Traffic Stripe Linear Foot/Feet 4910 463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) Each 123 464.02000 Perforated Sign Post Linear Foot/Feet 90 464.02001 Perforated Sign Post Foundation, Det 2058 Each 8 465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade Square Foot/Feet 42 465.01003 Flat Sheet Aluminum Sign Panel, Diamond Grade Square Foot/Feet 18 505.01100 MAG Class AA Concrete Cubic Yard 1150 505.02100 Reinforcing Steel Pound 135000 505.17002 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream Linear Foot/Feet 1487 505.17014 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain Linear Foot/Feet 1311 520.01047 Safety Rail, Height 4 ft - 8 in MAG Det 145 Linear Foot/Feet 268 523.15118 Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe Each 1 618.01018 End Section 18 in Pipe, MAG Det 545 Each 5 618.20518 18 in RGRCP, Class V Linear Foot/Feet 224 | Code Description UOM Qty | 109.09000 Mobilization/Demobilization Lump-Sum 1 111.01000 Type I Engineers Field Office Lump-Sum 1 201.01012 Remove Tree, Diameter > 12 in Each 8 205.01150 Roadway Excavation Cubic Yard 35747 206.01000 Structural Excavation Cubic Yard 505 206.02000 Structural Backfill Cubic Yard 550 212.01000 Roadway Obliteration Square Yard 3980 220.10300 Riprap, D50=12 in Cubic Yard 6483 220.20000 Grouted Riprap Cubic Yard 3284 301.01000 Subgrade Preparation Square Yard 9653 310.03001 Aggregate Base Course Cubic Yard 1686 321.01202 Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) Ton 1407 321.02203 PMTR AC Pavement (Superpave 1/2 in Low Traffic) Ton 590 324.01080 Portland Cement Concrete Pavement (PCCP) 8 in Thick Square Yard 557 329.01000 Bituminous Tack Coat SS-1h or CSS-1h, Diluted Ton 3 350.01100 Remove Pipe, Backfill & Compact, D<30 in Linear Foot/Feet 80 350.01102 Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in Lump-Sum 1 350.01510 Remove End Section Each 4 350.01706 Remove Riprap Square Yard 320 350.01904 Remove CMP Casing and Foundation Each 1 350.02501 Remove Survey Marker, Brass Cap or Rebar Each 1 350.04000 Remove and Salvage Traffic Sign Assembly Each 8 350.30005 Remove Barbed Wire Fence Linear Foot/Feet 1134 350.50005 Remove and Salvage Steel Post Each 3 350.50006 Remove Type A Traffic Pole Foundation Each 3 350.50007 Remove Type PB Traffic Pole Foundation Each 1 351.49002 Relocate Tubular Fence Gate Each 1 351.49003 Relocate Tubular Fence with Privacy Screening Linear Foot/Feet 386 401.01000 Traffic Control Lump-Sum 1 401.06100 Changeable Message Board for Public Notification (Each Board/Day of Use) Day 42 405.01000 Survey Marker, Type B, MAG Det 120 Each 1 405.01100 Survey Marker, Type A, MAG Det 120 Each 1 421.14200 Barbed Wire Fence, Type 2, ADOT C-12.10 Linear Foot/Feet 1316 430.01201 Hydro Seeding - Native Seed Mix Acre 4 461.01100 4 in White Traffic Paint Stripe Linear Foot/Feet 4820 461.01200 4 in Yellow Traffic Paint Stripe Linear Foot/Feet 4910 462.01100 4 in White Thermoplastic Traffic Stripe Linear Foot/Feet 4820 462.01200 4 in Yellow Thermoplastic Traffic Stripe Linear Foot/Feet 4910 463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) Each 123 464.02000 Perforated Sign Post Linear Foot/Feet 90 464.02001 Perforated Sign Post Foundation, Det 2058 Each 8 465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade Square Foot/Feet 42 465.01003 Flat Sheet Aluminum Sign Panel, Diamond Grade Square Foot/Feet 18 505.01100 MAG Class AA Concrete Cubic Yard 1150 505.02100 Reinforcing Steel Pound 135000 505.17002 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream Linear Foot/Feet 1487 505.17014 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain Linear Foot/Feet 1311 520.01047 Safety Rail, Height 4 ft - 8 in MAG Det 145 Linear Foot/Feet 268 523.15118 Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe Each 1 618.01018 End Section 18 in Pipe, MAG Det 545 Each 5 618.20518 18 in RGRCP, Class V Linear Foot/Feet 224 | 109.09000 | Mobilization/Demobilization | Lump-Sum | 1 | 111.01000 | Type I Engineers Field Office | Lump-Sum | 1 | 201.01012 | Remove Tree, Diameter > 12 in | Each | 8 | 205.01150 | Roadway Excavation | Cubic Yard | 35747 | 206.01000 | Structural Excavation | Cubic Yard | 505 | 206.02000 | Structural Backfill | Cubic Yard | 550 | 212.01000 | Roadway Obliteration | Square Yard | 3980 | 220.10300 | Riprap, D50=12 in | Cubic Yard | 6483 | 220.20000 | Grouted Riprap | Cubic Yard | 3284 | 301.01000 | Subgrade Preparation | Square Yard | 9653 | 310.03001 | Aggregate Base Course | Cubic Yard | 1686 | 321.01202 | Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) | Ton | 1407 | 321.02203 | PMTR AC Pavement (Superpave 1/2 in Low Traffic) | Ton | 590 | 324.01080 | Portland Cement Concrete Pavement (PCCP) 8 in Thick | Square Yard | 557 | 329.01000 | Bituminous Tack Coat SS-1h or CSS-1h, Diluted | Ton | 3 | 350.01100 | Remove Pipe, Backfill & Compact, D<30 in | Linear Foot/Feet | 80 | 350.01102 | Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in | Lump-Sum | 1 | 350.01510 | Remove End Section | Each | 4 | 350.01706 | Remove Riprap | Square Yard | 320 | 350.01904 | Remove CMP Casing and Foundation | Each | 1 | 350.02501 | Remove Survey Marker, Brass Cap or Rebar | Each | 1 | 350.04000 | Remove and Salvage Traffic Sign Assembly | Each | 8 | 350.30005 | Remove Barbed Wire Fence | Linear Foot/Feet | 1134 | 350.50005 | Remove and Salvage Steel Post | Each | 3 | 350.50006 | Remove Type A Traffic Pole Foundation | Each | 3 | 350.50007 | Remove Type PB Traffic Pole Foundation | Each | 1 | 351.49002 | Relocate Tubular Fence Gate | Each | 1 | 351.49003 | Relocate Tubular Fence with Privacy Screening | Linear Foot/Feet | 386 | 401.01000 | Traffic Control | Lump-Sum | 1 | 401.06100 | Changeable Message Board for Public Notification (Each Board/Day of Use) | Day | 42 | 405.01000 | Survey Marker, Type B, MAG Det 120 | Each | 1 | 405.01100 | Survey Marker, Type A, MAG Det 120 | Each | 1 | 421.14200 | Barbed Wire Fence, Type 2, ADOT C-12.10 | Linear Foot/Feet | 1316 | 430.01201 | Hydro Seeding - Native Seed Mix | Acre | 4 | 461.01100 | 4 in White Traffic Paint Stripe | Linear Foot/Feet | 4820 | 461.01200 | 4 in Yellow Traffic Paint Stripe | Linear Foot/Feet | 4910 | 462.01100 | 4 in White Thermoplastic Traffic Stripe | Linear Foot/Feet | 4820 | 462.01200 | 4 in Yellow Thermoplastic Traffic Stripe | Linear Foot/Feet | 4910 | 463.01100 | Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) | Each | 123 | 464.02000 | Perforated Sign Post | Linear Foot/Feet | 90 | 464.02001 | Perforated Sign Post Foundation, Det 2058 | Each | 8 | 465.01002 | Flat Sheet Aluminum Sign Panel, High Intensity Grade | Square Foot/Feet | 42 | 465.01003 | Flat Sheet Aluminum Sign Panel, Diamond Grade | Square Foot/Feet | 18 | 505.01100 | MAG Class AA Concrete | Cubic Yard | 1150 | 505.02100 | Reinforcing Steel | Pound | 135000 | 505.17002 | 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream | Linear Foot/Feet | 1487 | 505.17014 | 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain | Linear Foot/Feet | 1311 | 520.01047 | Safety Rail, Height 4 ft - 8 in MAG Det 145 | Linear Foot/Feet | 268 | 523.15118 | Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe | Each | 1 | 618.01018 | End Section 18 in Pipe, MAG Det 545 | Each | 5 | 618.20518 | 18 in RGRCP, Class V | Linear Foot/Feet | 224 | | | Code Description UOM Qty | | 109.09000 Mobilization/Demobilization Lump-Sum 1 111.01000 Type I Engineers Field Office Lump-Sum 1 201.01012 Remove Tree, Diameter > 12 in Each 8 205.01150 Roadway Excavation Cubic Yard 35747 206.01000 Structural Excavation Cubic Yard 505 206.02000 Structural Backfill Cubic Yard 550 212.01000 Roadway Obliteration Square Yard 3980 220.10300 Riprap, D50=12 in Cubic Yard 6483 220.20000 Grouted Riprap Cubic Yard 3284 301.01000 Subgrade Preparation Square Yard 9653 310.03001 Aggregate Base Course Cubic Yard 1686 321.01202 Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) Ton 1407 321.02203 PMTR AC Pavement (Superpave 1/2 in Low Traffic) Ton 590 324.01080 Portland Cement Concrete Pavement (PCCP) 8 in Thick Square Yard 557 329.01000 Bituminous Tack Coat SS-1h or CSS-1h, Diluted Ton 3 350.01100 Remove Pipe, Backfill & Compact, D<30 in Linear Foot/Feet 80 350.01102 Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in Lump-Sum 1 350.01510 Remove End Section Each 4 350.01706 Remove Riprap Square Yard 320 350.01904 Remove CMP Casing and Foundation Each 1 350.02501 Remove Survey Marker, Brass Cap or Rebar Each 1 350.04000 Remove and Salvage Traffic Sign Assembly Each 8 350.30005 Remove Barbed Wire Fence Linear Foot/Feet 1134 350.50005 Remove and Salvage Steel Post Each 3 350.50006 Remove Type A Traffic Pole Foundation Each 3 350.50007 Remove Type PB Traffic Pole Foundation Each 1 351.49002 Relocate Tubular Fence Gate Each 1 351.49003 Relocate Tubular Fence with Privacy Screening Linear Foot/Feet 386 401.01000 Traffic Control Lump-Sum 1 401.06100 Changeable Message Board for Public Notification (Each Board/Day of Use) Day 42 405.01000 Survey Marker, Type B, MAG Det 120 Each 1 405.01100 Survey Marker, Type A, MAG Det 120 Each 1 421.14200 Barbed Wire Fence, Type 2, ADOT C-12.10 Linear Foot/Feet 1316 430.01201 Hydro Seeding - Native Seed Mix Acre 4 461.01100 4 in White Traffic Paint Stripe Linear Foot/Feet 4820 461.01200 4 in Yellow Traffic Paint Stripe Linear Foot/Feet 4910 462.01100 4 in White Thermoplastic Traffic Stripe Linear Foot/Feet 4820 462.01200 4 in Yellow Thermoplastic Traffic Stripe Linear Foot/Feet 4910 463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) Each 123 464.02000 Perforated Sign Post Linear Foot/Feet 90 464.02001 Perforated Sign Post Foundation, Det 2058 Each 8 465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade Square Foot/Feet 42 465.01003 Flat Sheet Aluminum Sign Panel, Diamond Grade Square Foot/Feet 18 505.01100 MAG Class AA Concrete Cubic Yard 1150 505.02100 Reinforcing Steel Pound 135000 505.17002 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream Linear Foot/Feet 1487 505.17014 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain Linear Foot/Feet 1311 520.01047 Safety Rail, Height 4 ft - 8 in MAG Det 145 Linear Foot/Feet 268 523.15118 Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe Each 1 618.01018 End Section 18 in Pipe, MAG Det 545 Each 5 618.20518 18 in RGRCP, Class V Linear Foot/Feet 224 | 109.09000 | Mobilization/Demobilization | Lump-Sum | 1 | 111.01000 | Type I Engineers Field Office | Lump-Sum | 1 | 201.01012 | Remove Tree, Diameter > 12 in | Each | 8 | 205.01150 | Roadway Excavation | Cubic Yard | 35747 | 206.01000 | Structural Excavation | Cubic Yard | 505 | 206.02000 | Structural Backfill | Cubic Yard | 550 | 212.01000 | Roadway Obliteration | Square Yard | 3980 | 220.10300 | Riprap, D50=12 in | Cubic Yard | 6483 | 220.20000 | Grouted Riprap | Cubic Yard | 3284 | 301.01000 | Subgrade Preparation | Square Yard | 9653 | 310.03001 | Aggregate Base Course | Cubic Yard | 1686 | 321.01202 | Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) | Ton | 1407 | 321.02203 | PMTR AC Pavement (Superpave 1/2 in Low Traffic) | Ton | 590 | 324.01080 | Portland Cement Concrete Pavement (PCCP) 8 in Thick | Square Yard | 557 | 329.01000 | Bituminous Tack Coat SS-1h or CSS-1h, Diluted | Ton | 3 | 350.01100 | Remove Pipe, Backfill & Compact, D<30 in | Linear Foot/Feet | 80 | 350.01102 | Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in | Lump-Sum | 1 | 350.01510 | Remove End Section | Each | 4 | 350.01706 | Remove Riprap | Square Yard | 320 | 350.01904 | Remove CMP Casing and Foundation | Each | 1 | 350.02501 | Remove Survey Marker, Brass Cap or Rebar | Each | 1 | 350.04000 | Remove and Salvage Traffic Sign Assembly | Each | 8 | 350.30005 | Remove Barbed Wire Fence | Linear Foot/Feet | 1134 | 350.50005 | Remove and Salvage Steel Post | Each | 3 | 350.50006 | Remove Type A Traffic Pole Foundation | Each | 3 | 350.50007 | Remove Type PB Traffic Pole Foundation | Each | 1 | 351.49002 | Relocate Tubular Fence Gate | Each | 1 | 351.49003 | Relocate Tubular Fence with Privacy Screening | Linear Foot/Feet | 386 | 401.01000 | Traffic Control | Lump-Sum | 1 | 401.06100 | Changeable Message Board for Public Notification (Each Board/Day of Use) | Day | 42 | 405.01000 | Survey Marker, Type B, MAG Det 120 | Each | 1 | 405.01100 | Survey Marker, Type A, MAG Det 120 | Each | 1 | 421.14200 | Barbed Wire Fence, Type 2, ADOT C-12.10 | Linear Foot/Feet | 1316 | 430.01201 | Hydro Seeding - Native Seed Mix | Acre | 4 | 461.01100 | 4 in White Traffic Paint Stripe | Linear Foot/Feet | 4820 | 461.01200 | 4 in Yellow Traffic Paint Stripe | Linear Foot/Feet | 4910 | 462.01100 | 4 in White Thermoplastic Traffic Stripe | Linear Foot/Feet | 4820 | 462.01200 | 4 in Yellow Thermoplastic Traffic Stripe | Linear Foot/Feet | 4910 | 463.01100 | Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) | Each | 123 | 464.02000 | Perforated Sign Post | Linear Foot/Feet | 90 | 464.02001 | Perforated Sign Post Foundation, Det 2058 | Each | 8 | 465.01002 | Flat Sheet Aluminum Sign Panel, High Intensity Grade | Square Foot/Feet | 42 | 465.01003 | Flat Sheet Aluminum Sign Panel, Diamond Grade | Square Foot/Feet | 18 | 505.01100 | MAG Class AA Concrete | Cubic Yard | 1150 | 505.02100 | Reinforcing Steel | Pound | 135000 | 505.17002 | 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream | Linear Foot/Feet | 1487 | 505.17014 | 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain | Linear Foot/Feet | 1311 | 520.01047 | Safety Rail, Height 4 ft - 8 in MAG Det 145 | Linear Foot/Feet | 268 | 523.15118 | Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe | Each | 1 | 618.01018 | End Section 18 in Pipe, MAG Det 545 | Each | 5 | 618.20518 | 18 in RGRCP, Class V | Linear Foot/Feet | 224 | | | 109.09000 | Mobilization/Demobilization | Lump-Sum | 1 | | 111.01000 | Type I Engineers Field Office | Lump-Sum | 1 | | 201.01012 | Remove Tree, Diameter > 12 in | Each | 8 | | 205.01150 | Roadway Excavation | Cubic Yard | 35747 | | 206.01000 | Structural Excavation | Cubic Yard | 505 | | 206.02000 | Structural Backfill | Cubic Yard | 550 | | 212.01000 | Roadway Obliteration | Square Yard | 3980 | | 220.10300 | Riprap, D50=12 in | Cubic Yard | 6483 | | 220.20000 | Grouted Riprap | Cubic Yard | 3284 | | 301.01000 | Subgrade Preparation | Square Yard | 9653 | | 310.03001 | Aggregate Base Course | Cubic Yard | 1686 | | 321.01202 | Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) | Ton | 1407 | | 321.02203 | PMTR AC Pavement (Superpave 1/2 in Low Traffic) | Ton | 590 | | 324.01080 | Portland Cement Concrete Pavement (PCCP) 8 in Thick | Square Yard | 557 | | 329.01000 | Bituminous Tack Coat SS-1h or CSS-1h, Diluted | Ton | 3 | | 350.01100 | Remove Pipe, Backfill & Compact, D<30 in | Linear Foot/Feet | 80 | | 350.01102 | Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in | Lump-Sum | 1 | | 350.01510 | Remove End Section | Each | 4 | | 350.01706 | Remove Riprap | Square Yard | 320 | | 350.01904 | Remove CMP Casing and Foundation | Each | 1 | | 350.02501 | Remove Survey Marker, Brass Cap or Rebar | Each | 1 | | 350.04000 | Remove and Salvage Traffic Sign Assembly | Each | 8 | | 350.30005 | Remove Barbed Wire Fence | Linear Foot/Feet | 1134 | | 350.50005 | Remove and Salvage Steel Post | Each | 3 | | 350.50006 | Remove Type A Traffic Pole Foundation | Each | 3 | | 350.50007 | Remove Type PB Traffic Pole Foundation | Each | 1 | | 351.49002 | Relocate Tubular Fence Gate | Each | 1 | | 351.49003 | Relocate Tubular Fence with Privacy Screening | Linear Foot/Feet | 386 | | 401.01000 | Traffic Control | Lump-Sum | 1 | | 401.06100 | Changeable Message Board for Public Notification (Each Board/Day of Use) | Day | 42 | | 405.01000 | Survey Marker, Type B, MAG Det 120 | Each | 1 | | 405.01100 | Survey Marker, Type A, MAG Det 120 | Each | 1 | | 421.14200 | Barbed Wire Fence, Type 2, ADOT C-12.10 | Linear Foot/Feet | 1316 | | 430.01201 | Hydro Seeding - Native Seed Mix | Acre | 4 | | 461.01100 | 4 in White Traffic Paint Stripe | Linear Foot/Feet | 4820 | | 461.01200 | 4 in Yellow Traffic Paint Stripe | Linear Foot/Feet | 4910 | | 462.01100 | 4 in White Thermoplastic Traffic Stripe | Linear Foot/Feet | 4820 | | 462.01200 | 4 in Yellow Thermoplastic Traffic Stripe | Linear Foot/Feet | 4910 | | 463.01100 | Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) | Each | 123 | | 464.02000 | Perforated Sign Post | Linear Foot/Feet | 90 | | 464.02001 | Perforated Sign Post Foundation, Det 2058 | Each | 8 | | 465.01002 | Flat Sheet Aluminum Sign Panel, High Intensity Grade | Square Foot/Feet | 42 | | 465.01003 | Flat Sheet Aluminum Sign Panel, Diamond Grade | Square Foot/Feet | 18 | | 505.01100 | MAG Class AA Concrete | Cubic Yard | 1150 | | 505.02100 | Reinforcing Steel | Pound | 135000 | | 505.17002 | 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream | Linear Foot/Feet | 1487 | | 505.17014 | 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain | Linear Foot/Feet | 1311 | | 520.01047 | Safety Rail, Height 4 ft - 8 in MAG Det 145 | Linear Foot/Feet | 268 | | 523.15118 | Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe | Each | 1 | | 618.01018 | End Section 18 in Pipe, MAG Det 545 | Each | 5 | | 618.20518 | 18 in RGRCP, Class V | Linear Foot/Feet | 224 | **Line Items**: | Code | Description | Price | Code | Description | UOM | Qty | |---|---|---|---|---|---|---| | Next Schedule B-Cost Allowance COST ALLOWANCE Code Description Price 104.04000 Partnering $5,000.00 104.23000 Engineers Authorized Repairs (Contingent Item) $50,000.00 107.01501 Community Relations Support $12,000.00 107.02000 Stormwater Compliance (AZPDES) $50,000.00 107.02010 Compliance with Maricopa County Stormwater Regulation $3,000.00 107.02110 Environmental Mitigation Compliance $15,000.00 107.02120 Compliance with Migratory Bird Treaty Act $15,000.00 107.02210 404 Permit Compliance $17,000.00 338.01000 Price Adjustment for Bituminous Materials $13,500.00 401.01100 Uniformed Off-Duty Law Enforcement Officer $25,000.00 | 104.04000 | Partnering | $5,000.00 | 104.23000 | Engineers Authorized Repairs (Contingent Item) | $50,000.00 | 107.01501 | Community Relations Support | $12,000.00 | 107.02000 | Stormwater Compliance (AZPDES) | $50,000.00 | 107.02010 | Compliance with Maricopa County Stormwater Regulation | $3,000.00 | 107.02110 | Environmental Mitigation Compliance | $15,000.00 | 107.02120 | Compliance with Migratory Bird Treaty Act | $15,000.00 | 107.02210 | 404 Permit Compliance | $17,000.00 | 338.01000 | Price Adjustment for Bituminous Materials | $13,500.00 | 401.01100 | Uniformed Off-Duty Law Enforcement Officer | $25,000.00 | | | 104.04000 | Partnering | $5,000.00 | | 104.23000 | Engineers Authorized Repairs (Contingent Item) | $50,000.00 | | 107.01501 | Community Relations Support | $12,000.00 | | 107.02000 | Stormwater Compliance (AZPDES) | $50,000.00 | | 107.02010 | Compliance with Maricopa County Stormwater Regulation | $3,000.00 | | 107.02110 | Environmental Mitigation Compliance | $15,000.00 | | 107.02120 | Compliance with Migratory Bird Treaty Act | $15,000.00 | | 107.02210 | 404 Permit Compliance | $17,000.00 | | 338.01000 | Price Adjustment for Bituminous Materials | $13,500.00 | | 401.01100 | Uniformed Off-Duty Law Enforcement Officer | $25,000.00 | | Next Schedule A-Road Work STANDARD Code Description UOM Qty 109.09000 Mobilization/Demobilization Lump-Sum 1 111.01000 Type I Engineers Field Office Lump-Sum 1 201.01012 Remove Tree, Diameter > 12 in Each 8 205.01150 Roadway Excavation Cubic Yard 35747 206.01000 Structural Excavation Cubic Yard 505 206.02000 Structural Backfill Cubic Yard 550 212.01000 Roadway Obliteration Square Yard 3980 220.10300 Riprap, D50=12 in Cubic Yard 6483 220.20000 Grouted Riprap Cubic Yard 3284 301.01000 Subgrade Preparation Square Yard 9653 310.03001 Aggregate Base Course Cubic Yard 1686 321.01202 Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) Ton 1407 321.02203 PMTR AC Pavement (Superpave 1/2 in Low Traffic) Ton 590 324.01080 Portland Cement Concrete Pavement (PCCP) 8 in Thick Square Yard 557 329.01000 Bituminous Tack Coat SS-1h or CSS-1h, Diluted Ton 3 350.01100 Remove Pipe, Backfill & Compact, D<30 in Linear Foot/Feet 80 350.01102 Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in Lump-Sum 1 350.01510 Remove End Section Each 4 350.01706 Remove Riprap Square Yard 320 350.01904 Remove CMP Casing and Foundation Each 1 350.02501 Remove Survey Marker, Brass Cap or Rebar Each 1 350.04000 Remove and Salvage Traffic Sign Assembly Each 8 350.30005 Remove Barbed Wire Fence Linear Foot/Feet 1134 350.50005 Remove and Salvage Steel Post Each 3 350.50006 Remove Type A Traffic Pole Foundation Each 3 350.50007 Remove Type PB Traffic Pole Foundation Each 1 351.49002 Relocate Tubular Fence Gate Each 1 351.49003 Relocate Tubular Fence with Privacy Screening Linear Foot/Feet 386 401.01000 Traffic Control Lump-Sum 1 401.06100 Changeable Message Board for Public Notification (Each Board/Day of Use) Day 42 405.01000 Survey Marker, Type B, MAG Det 120 Each 1 405.01100 Survey Marker, Type A, MAG Det 120 Each 1 421.14200 Barbed Wire Fence, Type 2, ADOT C-12.10 Linear Foot/Feet 1316 430.01201 Hydro Seeding - Native Seed Mix Acre 4 461.01100 4 in White Traffic Paint Stripe Linear Foot/Feet 4820 461.01200 4 in Yellow Traffic Paint Stripe Linear Foot/Feet 4910 462.01100 4 in White Thermoplastic Traffic Stripe Linear Foot/Feet 4820 462.01200 4 in Yellow Thermoplastic Traffic Stripe Linear Foot/Feet 4910 463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) Each 123 464.02000 Perforated Sign Post Linear Foot/Feet 90 464.02001 Perforated Sign Post Foundation, Det 2058 Each 8 465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade Square Foot/Feet 42 465.01003 Flat Sheet Aluminum Sign Panel, Diamond Grade Square Foot/Feet 18 505.01100 MAG Class AA Concrete Cubic Yard 1150 505.02100 Reinforcing Steel Pound 135000 505.17002 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream Linear Foot/Feet 1487 505.17014 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain Linear Foot/Feet 1311 520.01047 Safety Rail, Height 4 ft - 8 in MAG Det 145 Linear Foot/Feet 268 523.15118 Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe Each 1 618.01018 End Section 18 in Pipe, MAG Det 545 Each 5 618.20518 18 in RGRCP, Class V Linear Foot/Feet 224 | Code Description UOM Qty | 109.09000 Mobilization/Demobilization Lump-Sum 1 111.01000 Type I Engineers Field Office Lump-Sum 1 201.01012 Remove Tree, Diameter > 12 in Each 8 205.01150 Roadway Excavation Cubic Yard 35747 206.01000 Structural Excavation Cubic Yard 505 206.02000 Structural Backfill Cubic Yard 550 212.01000 Roadway Obliteration Square Yard 3980 220.10300 Riprap, D50=12 in Cubic Yard 6483 220.20000 Grouted Riprap Cubic Yard 3284 301.01000 Subgrade Preparation Square Yard 9653 310.03001 Aggregate Base Course Cubic Yard 1686 321.01202 Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) Ton 1407 321.02203 PMTR AC Pavement (Superpave 1/2 in Low Traffic) Ton 590 324.01080 Portland Cement Concrete Pavement (PCCP) 8 in Thick Square Yard 557 329.01000 Bituminous Tack Coat SS-1h or CSS-1h, Diluted Ton 3 350.01100 Remove Pipe, Backfill & Compact, D<30 in Linear Foot/Feet 80 350.01102 Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in Lump-Sum 1 350.01510 Remove End Section Each 4 350.01706 Remove Riprap Square Yard 320 350.01904 Remove CMP Casing and Foundation Each 1 350.02501 Remove Survey Marker, Brass Cap or Rebar Each 1 350.04000 Remove and Salvage Traffic Sign Assembly Each 8 350.30005 Remove Barbed Wire Fence Linear Foot/Feet 1134 350.50005 Remove and Salvage Steel Post Each 3 350.50006 Remove Type A Traffic Pole Foundation Each 3 350.50007 Remove Type PB Traffic Pole Foundation Each 1 351.49002 Relocate Tubular Fence Gate Each 1 351.49003 Relocate Tubular Fence with Privacy Screening Linear Foot/Feet 386 401.01000 Traffic Control Lump-Sum 1 401.06100 Changeable Message Board for Public Notification (Each Board/Day of Use) Day 42 405.01000 Survey Marker, Type B, MAG Det 120 Each 1 405.01100 Survey Marker, Type A, MAG Det 120 Each 1 421.14200 Barbed Wire Fence, Type 2, ADOT C-12.10 Linear Foot/Feet 1316 430.01201 Hydro Seeding - Native Seed Mix Acre 4 461.01100 4 in White Traffic Paint Stripe Linear Foot/Feet 4820 461.01200 4 in Yellow Traffic Paint Stripe Linear Foot/Feet 4910 462.01100 4 in White Thermoplastic Traffic Stripe Linear Foot/Feet 4820 462.01200 4 in Yellow Thermoplastic Traffic Stripe Linear Foot/Feet 4910 463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) Each 123 464.02000 Perforated Sign Post Linear Foot/Feet 90 464.02001 Perforated Sign Post Foundation, Det 2058 Each 8 465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade Square Foot/Feet 42 465.01003 Flat Sheet Aluminum Sign Panel, Diamond Grade Square Foot/Feet 18 505.01100 MAG Class AA Concrete Cubic Yard 1150 505.02100 Reinforcing Steel Pound 135000 505.17002 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream Linear Foot/Feet 1487 505.17014 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain Linear Foot/Feet 1311 520.01047 Safety Rail, Height 4 ft - 8 in MAG Det 145 Linear Foot/Feet 268 523.15118 Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe Each 1 618.01018 End Section 18 in Pipe, MAG Det 545 Each 5 618.20518 18 in RGRCP, Class V Linear Foot/Feet 224 | 109.09000 | Mobilization/Demobilization | Lump-Sum | 1 | 111.01000 | Type I Engineers Field Office | Lump-Sum | 1 | 201.01012 | Remove Tree, Diameter > 12 in | Each | 8 | 205.01150 | Roadway Excavation | Cubic Yard | 35747 | 206.01000 | Structural Excavation | Cubic Yard | 505 | 206.02000 | Structural Backfill | Cubic Yard | 550 | 212.01000 | Roadway Obliteration | Square Yard | 3980 | 220.10300 | Riprap, D50=12 in | Cubic Yard | 6483 | 220.20000 | Grouted Riprap | Cubic Yard | 3284 | 301.01000 | Subgrade Preparation | Square Yard | 9653 | 310.03001 | Aggregate Base Course | Cubic Yard | 1686 | 321.01202 | Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) | Ton | 1407 | 321.02203 | PMTR AC Pavement (Superpave 1/2 in Low Traffic) | Ton | 590 | 324.01080 | Portland Cement Concrete Pavement (PCCP) 8 in Thick | Square Yard | 557 | 329.01000 | Bituminous Tack Coat SS-1h or CSS-1h, Diluted | Ton | 3 | 350.01100 | Remove Pipe, Backfill & Compact, D<30 in | Linear Foot/Feet | 80 | 350.01102 | Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in | Lump-Sum | 1 | 350.01510 | Remove End Section | Each | 4 | 350.01706 | Remove Riprap | Square Yard | 320 | 350.01904 | Remove CMP Casing and Foundation | Each | 1 | 350.02501 | Remove Survey Marker, Brass Cap or Rebar | Each | 1 | 350.04000 | Remove and Salvage Traffic Sign Assembly | Each | 8 | 350.30005 | Remove Barbed Wire Fence | Linear Foot/Feet | 1134 | 350.50005 | Remove and Salvage Steel Post | Each | 3 | 350.50006 | Remove Type A Traffic Pole Foundation | Each | 3 | 350.50007 | Remove Type PB Traffic Pole Foundation | Each | 1 | 351.49002 | Relocate Tubular Fence Gate | Each | 1 | 351.49003 | Relocate Tubular Fence with Privacy Screening | Linear Foot/Feet | 386 | 401.01000 | Traffic Control | Lump-Sum | 1 | 401.06100 | Changeable Message Board for Public Notification (Each Board/Day of Use) | Day | 42 | 405.01000 | Survey Marker, Type B, MAG Det 120 | Each | 1 | 405.01100 | Survey Marker, Type A, MAG Det 120 | Each | 1 | 421.14200 | Barbed Wire Fence, Type 2, ADOT C-12.10 | Linear Foot/Feet | 1316 | 430.01201 | Hydro Seeding - Native Seed Mix | Acre | 4 | 461.01100 | 4 in White Traffic Paint Stripe | Linear Foot/Feet | 4820 | 461.01200 | 4 in Yellow Traffic Paint Stripe | Linear Foot/Feet | 4910 | 462.01100 | 4 in White Thermoplastic Traffic Stripe | Linear Foot/Feet | 4820 | 462.01200 | 4 in Yellow Thermoplastic Traffic Stripe | Linear Foot/Feet | 4910 | 463.01100 | Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) | Each | 123 | 464.02000 | Perforated Sign Post | Linear Foot/Feet | 90 | 464.02001 | Perforated Sign Post Foundation, Det 2058 | Each | 8 | 465.01002 | Flat Sheet Aluminum Sign Panel, High Intensity Grade | Square Foot/Feet | 42 | 465.01003 | Flat Sheet Aluminum Sign Panel, Diamond Grade | Square Foot/Feet | 18 | 505.01100 | MAG Class AA Concrete | Cubic Yard | 1150 | 505.02100 | Reinforcing Steel | Pound | 135000 | 505.17002 | 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream | Linear Foot/Feet | 1487 | 505.17014 | 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain | Linear Foot/Feet | 1311 | 520.01047 | Safety Rail, Height 4 ft - 8 in MAG Det 145 | Linear Foot/Feet | 268 | 523.15118 | Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe | Each | 1 | 618.01018 | End Section 18 in Pipe, MAG Det 545 | Each | 5 | 618.20518 | 18 in RGRCP, Class V | Linear Foot/Feet | 224 | | | Code Description UOM Qty | | 109.09000 Mobilization/Demobilization Lump-Sum 1 111.01000 Type I Engineers Field Office Lump-Sum 1 201.01012 Remove Tree, Diameter > 12 in Each 8 205.01150 Roadway Excavation Cubic Yard 35747 206.01000 Structural Excavation Cubic Yard 505 206.02000 Structural Backfill Cubic Yard 550 212.01000 Roadway Obliteration Square Yard 3980 220.10300 Riprap, D50=12 in Cubic Yard 6483 220.20000 Grouted Riprap Cubic Yard 3284 301.01000 Subgrade Preparation Square Yard 9653 310.03001 Aggregate Base Course Cubic Yard 1686 321.01202 Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) Ton 1407 321.02203 PMTR AC Pavement (Superpave 1/2 in Low Traffic) Ton 590 324.01080 Portland Cement Concrete Pavement (PCCP) 8 in Thick Square Yard 557 329.01000 Bituminous Tack Coat SS-1h or CSS-1h, Diluted Ton 3 350.01100 Remove Pipe, Backfill & Compact, D<30 in Linear Foot/Feet 80 350.01102 Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in Lump-Sum 1 350.01510 Remove End Section Each 4 350.01706 Remove Riprap Square Yard 320 350.01904 Remove CMP Casing and Foundation Each 1 350.02501 Remove Survey Marker, Brass Cap or Rebar Each 1 350.04000 Remove and Salvage Traffic Sign Assembly Each 8 350.30005 Remove Barbed Wire Fence Linear Foot/Feet 1134 350.50005 Remove and Salvage Steel Post Each 3 350.50006 Remove Type A Traffic Pole Foundation Each 3 350.50007 Remove Type PB Traffic Pole Foundation Each 1 351.49002 Relocate Tubular Fence Gate Each 1 351.49003 Relocate Tubular Fence with Privacy Screening Linear Foot/Feet 386 401.01000 Traffic Control Lump-Sum 1 401.06100 Changeable Message Board for Public Notification (Each Board/Day of Use) Day 42 405.01000 Survey Marker, Type B, MAG Det 120 Each 1 405.01100 Survey Marker, Type A, MAG Det 120 Each 1 421.14200 Barbed Wire Fence, Type 2, ADOT C-12.10 Linear Foot/Feet 1316 430.01201 Hydro Seeding - Native Seed Mix Acre 4 461.01100 4 in White Traffic Paint Stripe Linear Foot/Feet 4820 461.01200 4 in Yellow Traffic Paint Stripe Linear Foot/Feet 4910 462.01100 4 in White Thermoplastic Traffic Stripe Linear Foot/Feet 4820 462.01200 4 in Yellow Thermoplastic Traffic Stripe Linear Foot/Feet 4910 463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) Each 123 464.02000 Perforated Sign Post Linear Foot/Feet 90 464.02001 Perforated Sign Post Foundation, Det 2058 Each 8 465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade Square Foot/Feet 42 465.01003 Flat Sheet Aluminum Sign Panel, Diamond Grade Square Foot/Feet 18 505.01100 MAG Class AA Concrete Cubic Yard 1150 505.02100 Reinforcing Steel Pound 135000 505.17002 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream Linear Foot/Feet 1487 505.17014 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain Linear Foot/Feet 1311 520.01047 Safety Rail, Height 4 ft - 8 in MAG Det 145 Linear Foot/Feet 268 523.15118 Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe Each 1 618.01018 End Section 18 in Pipe, MAG Det 545 Each 5 618.20518 18 in RGRCP, Class V Linear Foot/Feet 224 | 109.09000 | Mobilization/Demobilization | Lump-Sum | 1 | 111.01000 | Type I Engineers Field Office | Lump-Sum | 1 | 201.01012 | Remove Tree, Diameter > 12 in | Each | 8 | 205.01150 | Roadway Excavation | Cubic Yard | 35747 | 206.01000 | Structural Excavation | Cubic Yard | 505 | 206.02000 | Structural Backfill | Cubic Yard | 550 | 212.01000 | Roadway Obliteration | Square Yard | 3980 | 220.10300 | Riprap, D50=12 in | Cubic Yard | 6483 | 220.20000 | Grouted Riprap | Cubic Yard | 3284 | 301.01000 | Subgrade Preparation | Square Yard | 9653 | 310.03001 | Aggregate Base Course | Cubic Yard | 1686 | 321.01202 | Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) | Ton | 1407 | 321.02203 | PMTR AC Pavement (Superpave 1/2 in Low Traffic) | Ton | 590 | 324.01080 | Portland Cement Concrete Pavement (PCCP) 8 in Thick | Square Yard | 557 | 329.01000 | Bituminous Tack Coat SS-1h or CSS-1h, Diluted | Ton | 3 | 350.01100 | Remove Pipe, Backfill & Compact, D<30 in | Linear Foot/Feet | 80 | 350.01102 | Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in | Lump-Sum | 1 | 350.01510 | Remove End Section | Each | 4 | 350.01706 | Remove Riprap | Square Yard | 320 | 350.01904 | Remove CMP Casing and Foundation | Each | 1 | 350.02501 | Remove Survey Marker, Brass Cap or Rebar | Each | 1 | 350.04000 | Remove and Salvage Traffic Sign Assembly | Each | 8 | 350.30005 | Remove Barbed Wire Fence | Linear Foot/Feet | 1134 | 350.50005 | Remove and Salvage Steel Post | Each | 3 | 350.50006 | Remove Type A Traffic Pole Foundation | Each | 3 | 350.50007 | Remove Type PB Traffic Pole Foundation | Each | 1 | 351.49002 | Relocate Tubular Fence Gate | Each | 1 | 351.49003 | Relocate Tubular Fence with Privacy Screening | Linear Foot/Feet | 386 | 401.01000 | Traffic Control | Lump-Sum | 1 | 401.06100 | Changeable Message Board for Public Notification (Each Board/Day of Use) | Day | 42 | 405.01000 | Survey Marker, Type B, MAG Det 120 | Each | 1 | 405.01100 | Survey Marker, Type A, MAG Det 120 | Each | 1 | 421.14200 | Barbed Wire Fence, Type 2, ADOT C-12.10 | Linear Foot/Feet | 1316 | 430.01201 | Hydro Seeding - Native Seed Mix | Acre | 4 | 461.01100 | 4 in White Traffic Paint Stripe | Linear Foot/Feet | 4820 | 461.01200 | 4 in Yellow Traffic Paint Stripe | Linear Foot/Feet | 4910 | 462.01100 | 4 in White Thermoplastic Traffic Stripe | Linear Foot/Feet | 4820 | 462.01200 | 4 in Yellow Thermoplastic Traffic Stripe | Linear Foot/Feet | 4910 | 463.01100 | Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) | Each | 123 | 464.02000 | Perforated Sign Post | Linear Foot/Feet | 90 | 464.02001 | Perforated Sign Post Foundation, Det 2058 | Each | 8 | 465.01002 | Flat Sheet Aluminum Sign Panel, High Intensity Grade | Square Foot/Feet | 42 | 465.01003 | Flat Sheet Aluminum Sign Panel, Diamond Grade | Square Foot/Feet | 18 | 505.01100 | MAG Class AA Concrete | Cubic Yard | 1150 | 505.02100 | Reinforcing Steel | Pound | 135000 | 505.17002 | 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream | Linear Foot/Feet | 1487 | 505.17014 | 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain | Linear Foot/Feet | 1311 | 520.01047 | Safety Rail, Height 4 ft - 8 in MAG Det 145 | Linear Foot/Feet | 268 | 523.15118 | Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe | Each | 1 | 618.01018 | End Section 18 in Pipe, MAG Det 545 | Each | 5 | 618.20518 | 18 in RGRCP, Class V | Linear Foot/Feet | 224 | | | 109.09000 | Mobilization/Demobilization | Lump-Sum | 1 | | 111.01000 | Type I Engineers Field Office | Lump-Sum | 1 | | 201.01012 | Remove Tree, Diameter > 12 in | Each | 8 | | 205.01150 | Roadway Excavation | Cubic Yard | 35747 | | 206.01000 | Structural Excavation | Cubic Yard | 505 | | 206.02000 | Structural Backfill | Cubic Yard | 550 | | 212.01000 | Roadway Obliteration | Square Yard | 3980 | | 220.10300 | Riprap, D50=12 in | Cubic Yard | 6483 | | 220.20000 | Grouted Riprap | Cubic Yard | 3284 | | 301.01000 | Subgrade Preparation | Square Yard | 9653 | | 310.03001 | Aggregate Base Course | Cubic Yard | 1686 | | 321.01202 | Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) | Ton | 1407 | | 321.02203 | PMTR AC Pavement (Superpave 1/2 in Low Traffic) | Ton | 590 | | 324.01080 | Portland Cement Concrete Pavement (PCCP) 8 in Thick | Square Yard | 557 | | 329.01000 | Bituminous Tack Coat SS-1h or CSS-1h, Diluted | Ton | 3 | | 350.01100 | Remove Pipe, Backfill & Compact, D<30 in | Linear Foot/Feet | 80 | | 350.01102 | Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in | Lump-Sum | 1 | | 350.01510 | Remove End Section | Each | 4 | | 350.01706 | Remove Riprap | Square Yard | 320 | | 350.01904 | Remove CMP Casing and Foundation | Each | 1 | | 350.02501 | Remove Survey Marker, Brass Cap or Rebar | Each | 1 | | 350.04000 | Remove and Salvage Traffic Sign Assembly | Each | 8 | | 350.30005 | Remove Barbed Wire Fence | Linear Foot/Feet | 1134 | | 350.50005 | Remove and Salvage Steel Post | Each | 3 | | 350.50006 | Remove Type A Traffic Pole Foundation | Each | 3 | | 350.50007 | Remove Type PB Traffic Pole Foundation | Each | 1 | | 351.49002 | Relocate Tubular Fence Gate | Each | 1 | | 351.49003 | Relocate Tubular Fence with Privacy Screening | Linear Foot/Feet | 386 | | 401.01000 | Traffic Control | Lump-Sum | 1 | | 401.06100 | Changeable Message Board for Public Notification (Each Board/Day of Use) | Day | 42 | | 405.01000 | Survey Marker, Type B, MAG Det 120 | Each | 1 | | 405.01100 | Survey Marker, Type A, MAG Det 120 | Each | 1 | | 421.14200 | Barbed Wire Fence, Type 2, ADOT C-12.10 | Linear Foot/Feet | 1316 | | 430.01201 | Hydro Seeding - Native Seed Mix | Acre | 4 | | 461.01100 | 4 in White Traffic Paint Stripe | Linear Foot/Feet | 4820 | | 461.01200 | 4 in Yellow Traffic Paint Stripe | Linear Foot/Feet | 4910 | | 462.01100 | 4 in White Thermoplastic Traffic Stripe | Linear Foot/Feet | 4820 | | 462.01200 | 4 in Yellow Thermoplastic Traffic Stripe | Linear Foot/Feet | 4910 | | 463.01100 | Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) | Each | 123 | | 464.02000 | Perforated Sign Post | Linear Foot/Feet | 90 | | 464.02001 | Perforated Sign Post Foundation, Det 2058 | Each | 8 | | 465.01002 | Flat Sheet Aluminum Sign Panel, High Intensity Grade | Square Foot/Feet | 42 | | 465.01003 | Flat Sheet Aluminum Sign Panel, Diamond Grade | Square Foot/Feet | 18 | | 505.01100 | MAG Class AA Concrete | Cubic Yard | 1150 | | 505.02100 | Reinforcing Steel | Pound | 135000 | | 505.17002 | 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream | Linear Foot/Feet | 1487 | | 505.17014 | 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain | Linear Foot/Feet | 1311 | | 520.01047 | Safety Rail, Height 4 ft - 8 in MAG Det 145 | Linear Foot/Feet | 268 | | 523.15118 | Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe | Each | 1 | | 618.01018 | End Section 18 in Pipe, MAG Det 545 | Each | 5 | | 618.20518 | 18 in RGRCP, Class V | Linear Foot/Feet | 224 | **Line Items**: | Code | Description | Price | |---|---|---| | 104.04000 | Partnering | $5,000.00 | | 104.23000 | Engineers Authorized Repairs (Contingent Item) | $50,000.00 | | 107.01501 | Community Relations Support | $12,000.00 | | 107.02000 | Stormwater Compliance (AZPDES) | $50,000.00 | | 107.02010 | Compliance with Maricopa County Stormwater Regulation | $3,000.00 | | 107.02110 | Environmental Mitigation Compliance | $15,000.00 | | 107.02120 | Compliance with Migratory Bird Treaty Act | $15,000.00 | | 107.02210 | 404 Permit Compliance | $17,000.00 | | 338.01000 | Price Adjustment for Bituminous Materials | $13,500.00 | | 401.01100 | Uniformed Off-Duty Law Enforcement Officer | $25,000.00 | **Line Items**: | Code | Description | UOM | Qty | |---|---|---|---| | Code Description UOM Qty | | 109.09000 Mobilization/Demobilization Lump-Sum 1 111.01000 Type I Engineers Field Office Lump-Sum 1 201.01012 Remove Tree, Diameter > 12 in Each 8 205.01150 Roadway Excavation Cubic Yard 35747 206.01000 Structural Excavation Cubic Yard 505 206.02000 Structural Backfill Cubic Yard 550 212.01000 Roadway Obliteration Square Yard 3980 220.10300 Riprap, D50=12 in Cubic Yard 6483 220.20000 Grouted Riprap Cubic Yard 3284 301.01000 Subgrade Preparation Square Yard 9653 310.03001 Aggregate Base Course Cubic Yard 1686 321.01202 Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) Ton 1407 321.02203 PMTR AC Pavement (Superpave 1/2 in Low Traffic) Ton 590 324.01080 Portland Cement Concrete Pavement (PCCP) 8 in Thick Square Yard 557 329.01000 Bituminous Tack Coat SS-1h or CSS-1h, Diluted Ton 3 350.01100 Remove Pipe, Backfill & Compact, D<30 in Linear Foot/Feet 80 350.01102 Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in Lump-Sum 1 350.01510 Remove End Section Each 4 350.01706 Remove Riprap Square Yard 320 350.01904 Remove CMP Casing and Foundation Each 1 350.02501 Remove Survey Marker, Brass Cap or Rebar Each 1 350.04000 Remove and Salvage Traffic Sign Assembly Each 8 350.30005 Remove Barbed Wire Fence Linear Foot/Feet 1134 350.50005 Remove and Salvage Steel Post Each 3 350.50006 Remove Type A Traffic Pole Foundation Each 3 350.50007 Remove Type PB Traffic Pole Foundation Each 1 351.49002 Relocate Tubular Fence Gate Each 1 351.49003 Relocate Tubular Fence with Privacy Screening Linear Foot/Feet 386 401.01000 Traffic Control Lump-Sum 1 401.06100 Changeable Message Board for Public Notification (Each Board/Day of Use) Day 42 405.01000 Survey Marker, Type B, MAG Det 120 Each 1 405.01100 Survey Marker, Type A, MAG Det 120 Each 1 421.14200 Barbed Wire Fence, Type 2, ADOT C-12.10 Linear Foot/Feet 1316 430.01201 Hydro Seeding - Native Seed Mix Acre 4 461.01100 4 in White Traffic Paint Stripe Linear Foot/Feet 4820 461.01200 4 in Yellow Traffic Paint Stripe Linear Foot/Feet 4910 462.01100 4 in White Thermoplastic Traffic Stripe Linear Foot/Feet 4820 462.01200 4 in Yellow Thermoplastic Traffic Stripe Linear Foot/Feet 4910 463.01100 Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) Each 123 464.02000 Perforated Sign Post Linear Foot/Feet 90 464.02001 Perforated Sign Post Foundation, Det 2058 Each 8 465.01002 Flat Sheet Aluminum Sign Panel, High Intensity Grade Square Foot/Feet 42 465.01003 Flat Sheet Aluminum Sign Panel, Diamond Grade Square Foot/Feet 18 505.01100 MAG Class AA Concrete Cubic Yard 1150 505.02100 Reinforcing Steel Pound 135000 505.17002 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream Linear Foot/Feet 1487 505.17014 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain Linear Foot/Feet 1311 520.01047 Safety Rail, Height 4 ft - 8 in MAG Det 145 Linear Foot/Feet 268 523.15118 Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe Each 1 618.01018 End Section 18 in Pipe, MAG Det 545 Each 5 618.20518 18 in RGRCP, Class V Linear Foot/Feet 224 | 109.09000 | Mobilization/Demobilization | Lump-Sum | 1 | 111.01000 | Type I Engineers Field Office | Lump-Sum | 1 | 201.01012 | Remove Tree, Diameter > 12 in | Each | 8 | 205.01150 | Roadway Excavation | Cubic Yard | 35747 | 206.01000 | Structural Excavation | Cubic Yard | 505 | 206.02000 | Structural Backfill | Cubic Yard | 550 | 212.01000 | Roadway Obliteration | Square Yard | 3980 | 220.10300 | Riprap, D50=12 in | Cubic Yard | 6483 | 220.20000 | Grouted Riprap | Cubic Yard | 3284 | 301.01000 | Subgrade Preparation | Square Yard | 9653 | 310.03001 | Aggregate Base Course | Cubic Yard | 1686 | 321.01202 | Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) | Ton | 1407 | 321.02203 | PMTR AC Pavement (Superpave 1/2 in Low Traffic) | Ton | 590 | 324.01080 | Portland Cement Concrete Pavement (PCCP) 8 in Thick | Square Yard | 557 | 329.01000 | Bituminous Tack Coat SS-1h or CSS-1h, Diluted | Ton | 3 | 350.01100 | Remove Pipe, Backfill & Compact, D<30 in | Linear Foot/Feet | 80 | 350.01102 | Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in | Lump-Sum | 1 | 350.01510 | Remove End Section | Each | 4 | 350.01706 | Remove Riprap | Square Yard | 320 | 350.01904 | Remove CMP Casing and Foundation | Each | 1 | 350.02501 | Remove Survey Marker, Brass Cap or Rebar | Each | 1 | 350.04000 | Remove and Salvage Traffic Sign Assembly | Each | 8 | 350.30005 | Remove Barbed Wire Fence | Linear Foot/Feet | 1134 | 350.50005 | Remove and Salvage Steel Post | Each | 3 | 350.50006 | Remove Type A Traffic Pole Foundation | Each | 3 | 350.50007 | Remove Type PB Traffic Pole Foundation | Each | 1 | 351.49002 | Relocate Tubular Fence Gate | Each | 1 | 351.49003 | Relocate Tubular Fence with Privacy Screening | Linear Foot/Feet | 386 | 401.01000 | Traffic Control | Lump-Sum | 1 | 401.06100 | Changeable Message Board for Public Notification (Each Board/Day of Use) | Day | 42 | 405.01000 | Survey Marker, Type B, MAG Det 120 | Each | 1 | 405.01100 | Survey Marker, Type A, MAG Det 120 | Each | 1 | 421.14200 | Barbed Wire Fence, Type 2, ADOT C-12.10 | Linear Foot/Feet | 1316 | 430.01201 | Hydro Seeding - Native Seed Mix | Acre | 4 | 461.01100 | 4 in White Traffic Paint Stripe | Linear Foot/Feet | 4820 | 461.01200 | 4 in Yellow Traffic Paint Stripe | Linear Foot/Feet | 4910 | 462.01100 | 4 in White Thermoplastic Traffic Stripe | Linear Foot/Feet | 4820 | 462.01200 | 4 in Yellow Thermoplastic Traffic Stripe | Linear Foot/Feet | 4910 | 463.01100 | Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) | Each | 123 | 464.02000 | Perforated Sign Post | Linear Foot/Feet | 90 | 464.02001 | Perforated Sign Post Foundation, Det 2058 | Each | 8 | 465.01002 | Flat Sheet Aluminum Sign Panel, High Intensity Grade | Square Foot/Feet | 42 | 465.01003 | Flat Sheet Aluminum Sign Panel, Diamond Grade | Square Foot/Feet | 18 | 505.01100 | MAG Class AA Concrete | Cubic Yard | 1150 | 505.02100 | Reinforcing Steel | Pound | 135000 | 505.17002 | 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream | Linear Foot/Feet | 1487 | 505.17014 | 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain | Linear Foot/Feet | 1311 | 520.01047 | Safety Rail, Height 4 ft - 8 in MAG Det 145 | Linear Foot/Feet | 268 | 523.15118 | Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe | Each | 1 | 618.01018 | End Section 18 in Pipe, MAG Det 545 | Each | 5 | 618.20518 | 18 in RGRCP, Class V | Linear Foot/Feet | 224 | | | 109.09000 | Mobilization/Demobilization | Lump-Sum | 1 | | 111.01000 | Type I Engineers Field Office | Lump-Sum | 1 | | 201.01012 | Remove Tree, Diameter > 12 in | Each | 8 | | 205.01150 | Roadway Excavation | Cubic Yard | 35747 | | 206.01000 | Structural Excavation | Cubic Yard | 505 | | 206.02000 | Structural Backfill | Cubic Yard | 550 | | 212.01000 | Roadway Obliteration | Square Yard | 3980 | | 220.10300 | Riprap, D50=12 in | Cubic Yard | 6483 | | 220.20000 | Grouted Riprap | Cubic Yard | 3284 | | 301.01000 | Subgrade Preparation | Square Yard | 9653 | | 310.03001 | Aggregate Base Course | Cubic Yard | 1686 | | 321.01202 | Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) | Ton | 1407 | | 321.02203 | PMTR AC Pavement (Superpave 1/2 in Low Traffic) | Ton | 590 | | 324.01080 | Portland Cement Concrete Pavement (PCCP) 8 in Thick | Square Yard | 557 | | 329.01000 | Bituminous Tack Coat SS-1h or CSS-1h, Diluted | Ton | 3 | | 350.01100 | Remove Pipe, Backfill & Compact, D<30 in | Linear Foot/Feet | 80 | | 350.01102 | Remove Temporary Pipe and End Sections, Backfill & Compact < 30 in | Lump-Sum | 1 | | 350.01510 | Remove End Section | Each | 4 | | 350.01706 | Remove Riprap | Square Yard | 320 | | 350.01904 | Remove CMP Casing and Foundation | Each | 1 | | 350.02501 | Remove Survey Marker, Brass Cap or Rebar | Each | 1 | | 350.04000 | Remove and Salvage Traffic Sign Assembly | Each | 8 | | 350.30005 | Remove Barbed Wire Fence | Linear Foot/Feet | 1134 | | 350.50005 | Remove and Salvage Steel Post | Each | 3 | | 350.50006 | Remove Type A Traffic Pole Foundation | Each | 3 | | 350.50007 | Remove Type PB Traffic Pole Foundation | Each | 1 | | 351.49002 | Relocate Tubular Fence Gate | Each | 1 | | 351.49003 | Relocate Tubular Fence with Privacy Screening | Linear Foot/Feet | 386 | | 401.01000 | Traffic Control | Lump-Sum | 1 | | 401.06100 | Changeable Message Board for Public Notification (Each Board/Day of Use) | Day | 42 | | 405.01000 | Survey Marker, Type B, MAG Det 120 | Each | 1 | | 405.01100 | Survey Marker, Type A, MAG Det 120 | Each | 1 | | 421.14200 | Barbed Wire Fence, Type 2, ADOT C-12.10 | Linear Foot/Feet | 1316 | | 430.01201 | Hydro Seeding - Native Seed Mix | Acre | 4 | | 461.01100 | 4 in White Traffic Paint Stripe | Linear Foot/Feet | 4820 | | 461.01200 | 4 in Yellow Traffic Paint Stripe | Linear Foot/Feet | 4910 | | 462.01100 | 4 in White Thermoplastic Traffic Stripe | Linear Foot/Feet | 4820 | | 462.01200 | 4 in Yellow Thermoplastic Traffic Stripe | Linear Foot/Feet | 4910 | | 463.01100 | Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) | Each | 123 | | 464.02000 | Perforated Sign Post | Linear Foot/Feet | 90 | | 464.02001 | Perforated Sign Post Foundation, Det 2058 | Each | 8 | | 465.01002 | Flat Sheet Aluminum Sign Panel, High Intensity Grade | Square Foot/Feet | 42 | | 465.01003 | Flat Sheet Aluminum Sign Panel, Diamond Grade | Square Foot/Feet | 18 | | 505.01100 | MAG Class AA Concrete | Cubic Yard | 1150 | | 505.02100 | Reinforcing Steel | Pound | 135000 | | 505.17002 | 2 ft Concrete Cut-Off Walls, MAG Det 552 Upstream | Linear Foot/Feet | 1487 | | 505.17014 | 4 ft Concrete Cut-Off Walls MAG Det 552 Downstream Weep Holes Aggregate Drain | Linear Foot/Feet | 1311 | | 520.01047 | Safety Rail, Height 4 ft - 8 in MAG Det 145 | Linear Foot/Feet | 268 | | 523.15118 | Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe | Each | 1 | | 618.01018 | End Section 18 in Pipe, MAG Det 545 | Each | 5 | | 618.20518 | 18 in RGRCP, Class V | Linear Foot/Feet | 224 | **Questions and Answers**: - Q1 Arrow Right Question: Traffic Control Does this project require traffic control, flaggers. Arrow Right Answer: Traffic control shall be included in accordance with Section 401 of the TT0551 Special Provisions and MCDOT Supplement to MAG Specifications as well as the project plans. Payment shall be made under Item Number 401.01000. 04/22/2026 01:33 PM EDT 04/22/2026 06:59 PM EDT - Q2 Arrow Right Question: Prevailing Wage Does the project require Davis Bacon Rates? Arrow Right Answer: Any Davis Bacon Rates or prevailing wage requirements will be noted in the solicitation or the related EXHIBITS/SCOPE OF WORK documents posted to BidNet. 04/23/2026 10:40 AM EDT 04/23/2026 11:00 AM EDT

1. April 22, 2026Published
2. May 19, 2026Responses Due