Northern Parkway 103rd Ave to 91st Ave-Phase 1

Solicitation No.

9386431652

Type / RFx

RFP

Status

Active

Level

county

Published Date

July 22, 2026

Due Date

September 10, 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: Project scope will include new pavement, drainage system, sidewalks, medians, new bridge, lighting, signing and striping. This project is part of the Northern Parkway program being constructed in partnership with the Maricopa Association of... **Project Type**: DBB - Design/Bid/Build (Formal) **Source ID**: PU.AG.USA.2550080.C19759901 **Piggyback Contract**: No **Question Acceptance Deadline**: 08/13/2026 08:00 PM EDT **Questions are submitted online**: Yes **Bid Submission Type**: Electronic Bid Submission **Owner Organization**: Maricopa County **Reference Number**: 0000431097 **Pricing**: Item Based **Bid Documents List**: | Item Name | Description | Mandatory | Limited to 1 file | |---|---|---|---| | Bid Documents | Documents defining the proposal | No | No | **Line Items**: | description | unitPrice | quantity | uom | |---|---|---|---| | Partnering | 7500.0 | | | | Community Relations Support | 100000.0 | | | | Stormwater Compliance | 20000.0 | | | | Environmental Mitigation Compliance | 20000.0 | | | | Compliance with Migratory Bird Treaty Act | 5000.0 | | | | 404 Permit Compliance | 15000.0 | | | | Bid Document Escrow | 7500.0 | | | | Rideability | 50000.0 | | | | Price Adjustment for Bituminous Materials | 50000.0 | | | | Uniformed Off-Duty Law Enforcement Officer | 135000.0 | | | | Dewatering | 50000.0 | | | | Mobilization/Demobilization | | 1.0 | Lump-Sum | | Clearing and Grubbing | | 1.0 | Lump-Sum | | Roadway Excavation | | 17518.0 | Cubic Yard | | Channel Excavation | | 3180.0 | Cubic Yard | | Earthwork for Retention Basins | | 60943.0 | Cubic Yard | | Riprap, D50=6 in | | 636.0 | Cubic Yard | | Riprap, D50=9 in | | 170.0 | Cubic Yard | | Riprap, D50=12 in | | 20.0 | Cubic Yard | | Grouted Riprap, D50=12 in | | 18.0 | Cubic Yard | | Erosion Control, 9 in Sediment Wattle | | 2155.0 | Linear Foot/Feet | | Erosion Control, 20 in Sediment Wattle | | 5095.0 | Linear Foot/Feet | | Erosion Control, Inlet Protection | | 425.0 | Linear Foot/Feet | | Erosion Control, Construction Entrance/Exit Gravel Pad | | 1000.0 | Square Yard | | Erosion Control, Rock Mulch, Gradation C (1 in-3 in) | | 39.0 | Cubic Yard | | Subgrade Preparation | | 25247.0 | Square Yard | | Maintenance Road, FCD Det FCD201-2 | | 247.0 | Square Foot/Feet | | Aggregate Base Course | | 8530.0 | Cubic Yard | | Asphalt Concrete Pavement (Superpave 1/2 in Mix, High Traffic) | | 2820.0 | Ton | | Asphalt Concrete Pavement (Superpave 3/4 in Mix, High Traffic) | | 3865.0 | Ton | | Portland Cement Concrete Pavement (PCCP) 8 in Thick | | 625.0 | Square Yard | | Bituminous Tack Coat SS-1h or CSS-1h, Diluted | | 9.0 | Ton | | Pavement Replacement, MAG Det 200, T Top | | 84.0 | Square Foot/Feet | | Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220 | | 2905.0 | Linear Foot/Feet | | Single Curb, Type B, MAG Det 222 | | 43.0 | Linear Foot/Feet | | Concrete Sidewalk, MAG Det 230 | | 23120.0 | Square Foot/Feet | | 30 ft R Directional Curb Ramp Attached SW Dual Ramp MAG Det 237-1 | | 1.0 | Each | | Driveway Entrance, MAG Det 250-1, Commercial/Industrial | | 1155.0 | Square Foot/Feet | | Driveway 9 in Thick Class A Concrete | | 154.0 | Square Foot/Feet | | Driveway, City of Peoria Std Det PE-251-2 | | 3009.0 | Square Foot/Feet | | Adjust Exist Manhole Frame & Cover, MAG Det 422, Type A | | 12.0 | Each | | Adjust Valve Box & Cover, MAG Det 391-1-A | | 14.0 | Each | | Remove Pipe, Backfill & Compact, D<30 in | | 106.0 | Linear Foot/Feet | | Remove Headwall | | 5.0 | Each | | Remove Concrete Curb & Gutter | | 2141.0 | Linear Foot/Feet | | Remove Scupper | | 5.0 | Each | | Remove Sidewalk | | 14025.0 | Square Foot/Feet | | Remove Sidewalk Ramps | | 2.0 | Each | | Remove Post | | 9.0 | Each | | Remove Junction Structure | | 1.0 | Each | | Remove Gate | | 6.0 | Each | | Remove Concrete Driveway | | 223.0 | Square Foot/Feet | | Remove Asbestos Cement Pipe | | 92.0 | Linear Foot/Feet | | Remove Concrete Spillway | | 343.0 | Square Foot/Feet | | Remove and Salvage Street Light | | 7.0 | Each | | Remove and Salvage Traffic Sign Assembly | | 5.0 | Each | | Remove Pull Box | | 1.0 | Each | | Remove Guardrail | | 108.0 | Linear Foot/Feet | | Removal of Pavement | | 19840.0 | Square Yard | | Remove Barbed Wire Fence | | 1722.0 | Linear Foot/Feet | | Remove Chain Link Fence | | 1407.0 | Linear Foot/Feet | | Remove Block Wall | | 433.0 | Linear Foot/Feet | | Remove Traffic Pole Foundation | | 1.0 | Each | | Remove and Salvage Traffic Signal Pole and Mast Arm | | 1.0 | Each | | Remove and Salvage Traffic Signal Cabinet | | 1.0 | Each | | Remove and Salvage Luminaire Mast Arm | | 1.0 | Each | | Remove and Salvage Video Detection System | | 4.0 | Each | | Relocate Water Meter, City of Glendale Det G-642 | | 1.0 | Each | | New Water Meter and Service Line Tap, COP Std Det PE-363 | | 1.0 | Each | | Traffic Control | | 1.0 | Lump-Sum | | Portable Concrete Barrier, PCB | | 4026.0 | Linear Foot/Feet | | Portable Concrete Barrier, (LF Barrier/Day of Use) | | 1400000.0 | Linear Foot/Feet | | Portable Concrete Barrier Relocation | | 6134.0 | Linear Foot/Feet | | Impact Attenuation Device | | 2.0 | Each | | Impact Attenuation Device, (Each Device/Day of Use) | | 60.0 | Each | | Impact Attenuation Device Relocation | | 4.0 | Each | | Truck Mounted Attenuator | | 444.0 | Day | | Changeable Message Board for Public Notification (Each Board/Day of Use) | | 528.0 | Day | | Survey Marker, Type A, MAG Det 120 | | 1.0 | Each | | Furnish and Install Barrier Attenuator | | 1.0 | Each | | 6 ft Chain Link Fence, Type 1, ADOT C-12.20 | | 1080.0 | Linear Foot/Feet | | 6 ft x 24 ft Chain Link Fence Gate, MAG Det 160 | | 1.0 | Each | | Barbed Wire Fence, Type 1, ADOT C-12.10 | | 1373.0 | Linear Foot/Feet | | Plant - 24 in Box | | 18.0 | Each | | Shrubs - 5 gal | | 23.0 | Each | | Accent - 5 gal | | 89.0 | Each | | Decomposed Granite, 2 in Thick, MAG Det 607-1 | | 25328.0 | Square Yard | | Decomposed Granite, 2 in Thick, Match Existing | | 3008.0 | Square Yard | | 3 in Sch 40 PVC Irrigation Pipe Sleeve | | 14.0 | Linear Foot/Feet | | 6 in Sch 40 PVC Irrigation Pipe Sleeve | | 340.0 | Linear Foot/Feet | | 1 in Drip Remote Control Valve Assembly (Peoria) | | 2.0 | Each | | Single Port Pressure Compensating Emitter (Peoria) | | 112.0 | Each | | Multi Port Pressure Compensating Emitter (Peoria & Glendale) | | 18.0 | Each | | 1-1/2 in Reduced Pressure Backflow Assembly & Enclosure (COG G-669 & G-673) | | 1.0 | Each | | Sch. 40 PVC Irrigation Pipe 3/4 in | | 1478.0 | Linear Foot/Feet | | Sch. 40 PVC Irrigation Pipe 1-1/2 in | | 1317.0 | Linear Foot/Feet | | Battery Operated Irrigation Controller | | 1.0 | Each | | 4 in White Traffic Paint Stripe | | 18066.0 | Linear Foot/Feet | | 4 in Yellow Traffic Paint Stripe | | 11366.0 | Linear Foot/Feet | | 4 in White Thermoplastic Traffic Stripe | | 2532.0 | Linear Foot/Feet | | Thermoplastic/Preformed Symbol Lane Reduction Arrow | | 2.0 | Each | | Thermoplastic/Preformed Symbol Left Turn Arrow | | 6.0 | Each | | Thermoplastic/Preformed Symbol Right Turn Arrow | | 3.0 | Each | | Reflectorized Raised Pavement Marker (Type D, Yellow, 2-Way) | | 150.0 | Each | | Reflectorized Raised Pavement Marker (Type G, Clear, 1-Way) | | 134.0 | Each | | Perforated Sign Post | | 170.0 | Linear Foot/Feet | | Perforated Sign Post Foundation, Det 2058 | | 15.0 | Each | | Flat Sheet Aluminum Sign Panel, High Intensity Grade | | 83.0 | Square Foot/Feet | | No. 5 Pull Box | | 18.0 | Each | | No. 7 Pull Box with Extension | | 1.0 | Each | | Sch. 40 PVC Electrical Conduit 1 in w/ 1/4 in Nyl PR #8 Bare Copper Wire Trench | | 130.0 | Linear Foot/Feet | | Sch. 40 PVC Elec. Cond. 2 in w/ 1/4 in Nyl PR #8 Bare Copper Wire Trench | | 175.0 | Linear Foot/Feet | | Sch. 40 Galvanized Electrical Conduit 2 in | | 80.0 | Linear Foot/Feet | | Sch. 40 PVC Elec. Cond. 2 1/2 in with 1/4 in Nyl PR #8 Bare Copper Wire Trench | | 3265.0 | Linear Foot/Feet | | Sch. 40 PVC Elec. Cond. 3 in with 1/4 in Nyl PR #8 Bare Copper Wire Trench | | 35.0 | Linear Foot/Feet | | Sch. 40 PVC Elec. Cond. 3 in w/ 1/4 in Nyl PR #8 Bare Copper Wire HDD | | 420.0 | Linear Foot/Feet | | Pole Foundation, Type PE05D, Peoria Det PE-080-10 | | 1.0 | Each | | Pole Foundation, Type PEO14D, Peoria Det PE-080-10 | | 1.0 | Each | | Pole Foundation, City of Glendale Det F-1 | | 9.0 | Each | | Pole Foundation, Type G (ADOT Std Dwg T-SL 4.07, or COP PE-150) | | 9.0 | Each | | P Cabinet Foundation, Peoria Det PE-083-2 | | 1.0 | Each | | Traffic Control Cabinet Courtesy Pad (Det PE-082) (City of Peoria) | | 1.0 | Each | | Video Image Detection System, 2 Approaches | | 1.0 | Each | | Signal Pole, Type PEO5D 10 ft, Peoria Det PE-080-09 | | 1.0 | Each | | Signal Pole, Type G, ADOT Std Dwg T-SL 4.07 | | 9.0 | Each | | Streetlight Pole, City of Glendale Std Dwg P1 | | 9.0 | Each | | Signal Pole, Type PEO14D, Peoria Det PE-080-2 | | 1.0 | Each | | 40 ft Mast Arm | | 2.0 | Each | | Electrical Service Pedestal System (Lighting) | | 2.0 | Each | | Controller Cabinet Assembly. Peoria Det PE-083-2 | | 1.0 | Each | | Fire Pre-emption Equipment | | 1.0 | Each | | Signal Indication Type F Signal Face Type II Plumbizer Mount Asm Det 4778 Instal | | 1.0 | Each | | Signal Indication Type F Signal Face Type Sky Mount | | 2.0 | Each | | Signal Indication Type F Signal Face Type VII Mount Asm Det 4795 | | 2.0 | Each | | Signal Indication Type G Signal Face Type XI Side Mount Asm Det 4775 | | 1.0 | Each | | Signal Indication Type G Signal Face Type II Plumbizer Mount Asm Det 4778 | | 1.0 | Each | | Signal Ind Type G Signal Face Type II Plumbizer Mount Asm Det 4778 Install Only | | 1.0 | Each | | Signal Indication Type F Mod Signal Face Type XI Side Mount Asm Det 4775 | | 1.0 | Each | | Signal Indication Type F and Type Q Signal Face Type VII Mount Asm | | 1.0 | Each | | Pedestrian Signal Indication Type V Mount Asm Det 4794 | | 2.0 | Each | | ADOT Type II Barrier Mounted Junction Box (ADOT Std Det SD 1.30) | | 5.0 | Each | | Luminaire, Mast Arm 20 ft | | 1.0 | Each | | Luminaire Mast Arm, 18 ft, (ADOT Std Dwg T-SL 4.29) | | 9.0 | Each | | Luminaire Mast Arm, 12 Ft by 8 Ft, City of Glendale Det A6 | | 9.0 | Each | | LED Luminaire, Horizontal Mount (GE Evolve ERL2-0-19-C3-30-A-Gray w/PEC) | | 9.0 | Each | | LED Luminaire, Horizontal Mount (Atbhn ATBM- P10-MVOLT-R2-3K-MP-NL-P7-RFD309346 | | 9.0 | Each | | LED Luminaire, Underdeck (W4GLED-20C1000-30K-T3M-MVOLT-SPD-P7-BZSPD) | | 4.0 | Each | | Internally Illuminated Street Name Sign | | 1.0 | Each | | Electrical Conductors (Streetlighting) | | 1.0 | Lump-Sum | | Electrical Conductors (TS-Northern/103rd Ave) | | 1.0 | Lump-Sum | | Electrical Conductors (New River Trail Underdeck Lighting) | | 1.0 | Lump-Sum | | ITS Pull Box (COP Detail PE-071) | | 6.0 | Each | | ITS Type B Pull Box Det 4805-2 | | 5.0 | Each | | ITS Type E Pull Box Det 4806 | | 1.0 | Each | | ITS Type E (Split) Pull Box | | 2.0 | Each | | 3-3 in PVC Fiber Optic Conduits with #8 Copper Wire (Modified Det 4801) | | 2050.0 | Linear Foot/Feet | | 4-1 1/4 in PVC Fiber Optic Cond. w/ #12 Copper Wire (Trench), Peoria Det PE-070 | | 2600.0 | Linear Foot/Feet | | Fiber Optic Cable, Single Mode 12 | | 50.0 | Linear Foot/Feet | | Fiber Optic Cable, Single Mode 144 | | 4050.0 | Linear Foot/Feet | | CCTV with Quadcam | | 1.0 | Each | | Concrete Scupper, MAG Det 206, S/W=6 ft, 2-4 ft Curb Opening | | 3.0 | Each | | Concrete Scupper Spillway, MAG Det 206, 2-4 ft Curb Opening | | 239.0 | Linear Foot/Feet | | Concrete Scupper Spillway, MAG Det 206, 3-4 ft Curb Opening | | 36.0 | Linear Foot/Feet | | Concrete Scupper, MAG Det 206, S/W=8 ft, 2-4 ft Curb Opening | | 4.0 | Each | | Concrete Scupper Spillway, MAG Det 206, 5-4 ft Curb Opening | | 22.0 | Linear Foot/Feet | | Concrete Scupper, MAG Det 206, S/W=8 ft, 3-4 ft Curb Opening | | 2.0 | Each | | Concrete Scupper, MAG Det 206, S/W=8 ft, 5-4 ft Curb Opening | | 1.0 | Each | | Double Catch Basin, ADOT C-15.81, Modified | | 1.0 | Each | | Triple Catch Basin, ADOT C-15.81, Modified | | 1.0 | Each | | Catch Basin, MAG Det 542-1, Type M-1, L=17 ft | | 6.0 | Each | | Sediment Trap, MAG Det OROW-511 | | 9.0 | Each | | Concrete Junction Box, 1-48 in (in) 2-36 in (out), Special Det D2 | | 1.0 | Each | | Bollard, Type 1, 6 in Diameter, MAG Det 140 | | 1.0 | Each | | Safety Rail, Height 3 ft - 6 in, MAG Det 145 | | 839.0 | Linear Foot/Feet | | Headwall, Det 5524, Straight Type, 18 in Pipe, Modified | | 1.0 | Each | | Headwall, Det 5524, Straight Type, 2-30 in Pipe, Modified | | 2.0 | Each | | Headwall, Det 5524, U Type, 18 in Pipe, Modified | | 5.0 | Each | | Headwall, Det 5524, U Type, 24 in Pipe, Modified | | 2.0 | Each | | Headwall, Det 5524, U Type, 36 in Pipe, Modified | | 1.0 | Each | | Headwall, Drop Inlet, MAG Det 501-5, 18 in Pipe, Modified | | 1.0 | Each | | Headwall, Drop Inlet, MAG Det 501-5, 24 in Pipe, Modified | | 1.0 | Each | | Headwall, Drop Inlet, MAG Det 501-5, 48 in Pipe, Modified | | 1.0 | Each | | Inlet with Trash Rack, 18 in Pipe, MAG Det 502-1 | | 1.0 | Each | | Outlet Barrier Gate for 24 in Pipe, ADOT Std. Det C-13.75 | | 1.0 | Each | | Outlet Barrier Gate for 36 in Pipe, ADOT Std. Det C-13.75 | | 2.0 | Each | | Inlet with Trash Rack, 24 in Pipe, MAG Det 502-1 | | 1.0 | Each | | Inlet with Trash Rack, 48 in Pipe, MAG Det 502-1 | | 1.0 | Each | | Headwall, Outlet, Special Detail | | 2.0 | Each | | 12 in Ductile Iron Pipe Waterline with Fittings | | 338.0 | Linear Foot/Feet | | 12 in Ductile Iron Pipe Waterline with Fittings (On Structure) | | 395.0 | Linear Foot/Feet | | Install 12 in ACP to DIP Coupling, Glendale Approved Products | | 2.0 | Each | | Remove Existing Fire Hydrant and Replace, Peoria Det PE-360 | | 1.0 | Each | | Remove Existing Fire Hydrant and Relocate, Glendale Det G-660 | | 1.0 | Each | | 12 in Cap on Existing Waterline, per MAG Section 350.2.1 | | 2.0 | Each | | Pipe Plug, MAG Det 427, 18 in Pipe | | 6.0 | Each | | Pipe Plug, MAG Det 427, 36 in Pipe | | 1.0 | Each | | Concrete Pipe Collar for 24 in Pipe, MAG Det 505 | | 1.0 | Each | | 18 in RGRCP, Class IV | | 672.0 | Linear Foot/Feet | | 24 in RGRCP, Class IV | | 472.0 | Linear Foot/Feet | | 30 in RGRCP, Class IV | | 70.0 | Linear Foot/Feet | | 36 in RGRCP, Class IV | | 1524.0 | Linear Foot/Feet | | 48 in RGRCP, Class IV | | 24.0 | Linear Foot/Feet | | Storm Drain Manhole, MAG Det 520 & 522 | | 8.0 | Each | | Storm Drain Outlet, ADOT Det C-13.76 | | 1.0 | Each | | Drywell, MaxWell Plus or Equal, Basic Depth 30 ft | | 3.0 | Each | | 12 in Gate Valve with Box & Cover | | 2.0 | Each | | Install New Air Release Valve, City of Glendale Detail G-646 | | 1.0 | Each | | Provide Water Service (1-1/2 in) | | 1.0 | Each | | Contractor Quality Control | | 1.0 | Lump-Sum | | Construction Surveying and Layout (Heavy) | | 1.0 | Lump-Sum | | Construction Surveying and Layout (Highway) | | 1.0 | Lump-Sum | | Structural Excavation | | 230.0 | Cubic Yard | | Structural Backfill | | 135.0 | Cubic Yard | | Drilled Shaft Foundation, 6.5 ft Diameter | | 496.0 | Linear Foot/Feet | | Drilled Shaft Foundation, 8 ft Diameter | | 564.0 | Linear Foot/Feet | | Structural Concrete ADOT Class S, fc=3500 PSI | | 780.0 | Cubic Yard | | Structural Concrete ADOT Class S, fc=4500 PSI | | 972.0 | Cubic Yard | | Reinforcing Steel | | 422515.0 | Pound | | Restrainer, Vertical Expansion | | 16.0 | Each | | Restrainer, Fixed | | 36.0 | Each | | Bridge Deck Joint Assembly Strip Seal | | 140.0 | Linear Foot/Feet | | Reinforced Concrete Approach Slab | | 2052.0 | Square Foot/Feet | | Precast/Prestressed Concrete Beam (Bulb Tee 50 in) | | 2703.0 | Linear Foot/Feet | | Elastomeric Bearing Pads | | 56.0 | Each | | Utility Hanger Support System | | 1.0 | Lump-Sum | | 12 in Water Pipe Hanger Support System | | 1.0 | Lump-Sum | | 20 in Sewer Casing Hanger Support System | | 1.0 | Lump-Sum | | Vehicular Barrier | | 424.0 | Linear Foot/Feet | | Ped Curb without Fence | | 424.0 | Linear Foot/Feet | | Bridge - Painting | | 2796.0 | Square Foot/Feet | | Bridge - Metal Panels at Columns | | 45.0 | Square Foot/Feet | | Bridge - Pedestrian Barrier Steel Fencing | | 428.0 | Linear Foot/Feet | | Bridge - Vehicular Barrier Steel Fencing | | 392.0 | Linear Foot/Feet | | Bridge - Sandblasting | | 210.0 | Square Foot/Feet | | Support of Excavation (SOE), Earthwork, Backfill | | 1.0 | Lump-Sum | | Disposal, Non-Hazardous | | 479.0 | Cubic Yard | | Steel Casing Pipe Sleeve, ASTM A-283 Grade C, 20 in Dia. x 0.375 in Thick | | 440.0 | Linear Foot/Feet | | Epoxy-Coated Steel Spacers for Casing Pipe | | 74.0 | Each | | 12 in HDPE | | 857.0 | Linear Foot/Feet | | 12 in HDPE Fittings | | 1.0 | Linear Foot/Feet | | Valve Vault for Combination Air Release/Vacuum Valve | | 1.0 | Each | | Connection to Existing Manhole | | 1.0 | Each | | Internal Drop Connection for Existing Manhole | | 1.0 | Each | | Combination Air Release/Vacuum Valve | | 1.0 | Each | | Subgrade Preparation | | 601.0 | Square Yard | | Aggregate Base Course | | 317.0 | Cubic Yard | | Asphalt Concrete Pavement (Superpave 3/4 in Mix, High Traffic) | | 83.0 | Ton | | Vertical Curb & Gutter, Type A, H=6 in, MAG Det 220 | | 5.0 | Linear Foot/Feet | | Headwall, Det 5524, U Type, 18 in Pipe | | 3.0 | Each | | 18 in RGRCP, Class IV | | 335.0 | Linear Foot/Feet | | Headwall, MAG 501-5 | | 1.0 | Each | **Questions and Answers**: | Question | Answer | |---|---| | I downloaded all the documents for 260059-DBB 24 hours ago but am not being shown on the Plan Holders List. Bill Hoffman Blucor Contracting bill@blucor.com | You may want to follow up with Bid Net help-desk to assist in navigating (1-800-835-4603). Understanding that vendors must download all documents in order to be considered a plan holder. |

1. July 22, 2026Published
2. September 10, 2026Responses Due