21-03 N Mtn_Ph1_Bid Schedule.xlsm
XLSM spreadsheet 26 KB Posted
- Attached to
- N Mountain Ave Overlay - ITB (2021-03)
- Solicitation number
- S-KA0010-00014775
- Issued by
- Jackson County, Amity City, Oregon
About this file
The document is a comprehensive Bid Schedule for the N. Mountain Avenue Overlay Project (Project No. 2021-03) issued by the City of Ashland, Oregon. The bid schedule details an extensive infrastructure improvement project covering approximately 0.75 miles of roadway from Hersey Street to Interstate 5, with 139 distinct line items spanning temporary features, roadwork, drainage, bridges, bases, wearing surfaces, traffic safety devices, traffic control systems, right of way development, and water supply systems. The project involves multiple construction stages with specific quantities for each element, such as 5,397 cubic yards of general excavation, 3,767 tons of asphalt concrete mixture, and 1,631 linear feet of concrete curbs. The bid submission deadline is September 23, 2025, at 2:00 pm PDT, with a projected completion date of June 30, 2026, and an anticipated 60-calendar-day construction timeline.
The bid schedule indicates no pricing has been filled in, suggesting this is a preliminary bidding document where contractors will provide their unit pricing. The project requires a 10% bid bond, performance and payment bonds, and compliance with prevailing wage regulations. While no specific budget is explicitly stated, the comprehensive nature of the project involves significant infrastructure investments including pavement reconstruction, ADA ramp installations, sidewalk improvements, drainage system enhancements, and traffic safety upgrades. The project appears to be locally funded, with potential opportunities for first-tier subcontractors on contracts exceeding $100,000. Bidders must be registered with the Oregon Construction Contractors Board and demonstrate capability to complete the complex, multi-faceted municipal infrastructure improvement project.
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Text version
Bid Schedule
| BID SCHEDULE |
| N. MOUNTAIN AVENUE OVERLAY PROJECT |
| Project No. 2021-03 |
| Spec. | Item | |||||
| No. | No. | Item | Bid Unit | Quantity | Unit Price | Total Price |
TEMPORARY FEATURES AND APPURTENANCES
| 00210 | 10 | Mobilization | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00221 | 20 | Temporary Protection and Direction of Traffic | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00222 | 30 | Temporary Signs | Sq Ft | 385 | $ - 0 | $ - 0 | |
| 00222 | 40 | Portable Changeable Message Signs | Each | 4 | $ - 0 | $ - 0 | |
| 00223 | 50 | Flaggers | Hour | 2,240 | $ - 0 | $ - 0 | |
| 00223 | 60 | Flagger Station Lighting | Each | 4 | $ - 0 | $ - 0 | |
| 00223 | 70 | Automated Flagger Assistance Device | Each | 2 | $ - 0 | $ - 0 | |
| 00224 | 80 | Temporary Barricades, Type II | Each | 8 | $ - 0 | $ - 0 | |
| 00224 | 90 | Temporary Barricades, Type III | Each | 11 | $ - 0 | $ - 0 | |
| 00224 | 100 | Temporary Plastic Drums | Each | 24 | $ - 0 | $ - 0 | |
| 00225 | 110 | Temporary Removable Tape | Foot | 400 | $ - 0 | $ - 0 | |
| 00225 | 120 | Temporary Striping | Foot | 14,000 | $ - 0 | $ - 0 | |
| 00226 | 130 | Temporary Barrier | Foot | 50 | $ - 0 | $ - 0 | |
| 00226 | 140 | Minimum Deflection Bridge Temporary Barrier | Foot | 100 | $ - 0 | $ - 0 | |
| 00226 | 150 | Temporary Impact Attenuator, Narrow Site System | Each | 2 | $ - 0 | $ - 0 | |
| 00226 | 160 | Moving Temporary Impact Attenuators, Narrow Site System | Each | 2 | $ - 0 | $ - 0 | |
| 00228 | 170 | Pedestrian Channelizing Devices | Foot | 65 | $ - 0 | $ - 0 | |
| 00253 | 180 | Temporary Work Access and Containment | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00280 | 190 | Erosion Control | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00280 | 200 | Compost Erosion Blanket | Sq Yd | 66 | $ - 0 | $ - 0 | |
| 00280 | 210 | Construction Entrance, Type 1 | Each | 4 | $ - 0 | $ - 0 | |
| 00280 | 220 | Concrete Washout Facility | Each | 4 | $ - 0 | $ - 0 | |
| 00280 | 230 | Temporary Mulching, Straw | Acre | 0.05 | $ - 0 | $ - 0 | |
| 00280 | 240 | Inlet Protection, Type 3 | Each | 1 | $ - 0 | $ - 0 | |
| 00280 | 250 | Inlet Protection, Type 7 | Each | 30 | $ - 0 | $ - 0 | |
| 00280 | 260 | Sediment Fence | Foot | 481 | $ - 0 | $ - 0 | |
| 00280 | 270 | Sediment Barrier, Type 8 | Foot | 75 | $ - 0 | $ - 0 | |
| 00290 | 280 | Work Containment Plan | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00290 | 290 | Pollution Control Plan | Lump Sum | 1 | $ - 0 | $ - 0 | $ - 0 |
ROADWORK
| 00305 | 300 | Construction Survey Work | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00310 | 310 | Removal of Structures and Obstructions | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00320 | 320 | Clearing and Grubbing | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00330 | 330 | General Excavation | Cu Yd | 5,397 | $ - 0 | $ - 0 | |
| 00330 | 340 | Stone Embankment | Cu Yd | 20 | $ - 0 | $ - 0 | |
| 00331 | 350 | 12 Inch Subgrade Stabilization | Sq Yd | 900 | $ - 0 | $ - 0 | |
| 00350 | 360 | Subgrade Geotextile | Sq Yd | 9,008 | $ - 0 | $ - 0 | |
| 00350 | 370 | Riprap Geotextile, Type 1 | Sq Yd | 11 | $ - 0 | $ - 0 | |
| 00390 | 380 | Loose Riprap, Class 50 | Cu Yd | 2.5 | $ - 0 | $ - 0 | $ - 0 |
DRAINAGE AND SEWERS
| 00445 | 390 | 12 Inch Storm Sewer Pipe, 5 Ft Depth | Foot | 45 | $ - 0 | $ - 0 | |
| 00470 | 400 | Concrete Inlets, Type CG-3 | Each | 1 | $ - 0 | $ - 0 | |
| 00470 | 410 | Concrete Monument Boxes | Each | 5 | $ - 0 | $ - 0 | |
| 00470 | 420 | Catch Basin Inserts | Each | 1 | $ - 0 | $ - 0 | |
| 00490 | 430 | Adjusting Boxes | Each | 34 | $ - 0 | $ - 0 | |
| 00490 | 440 | Connection To Existing Structures | Each | 1 | $ - 0 | $ - 0 | |
| 00490 | 450 | Adjusting Inlets | Each | 10 | $ - 0 | $ - 0 | |
| 00490 | 460 | Minor Adjustment of Manholes | Each | 11 | $ - 0 | $ - 0 | |
| 00490 | 470 | Major Adjustment of Manholes | Each | 1 | $ - 0 | $ - 0 | $ - 0 |
BRIDGES
| 00501 | 480 | Bridge Removal Work | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00503 | 490 | Bridge Deck Cold Plane Pavement Removal, 0-4 Inches Deep | Sq Yd | 65 | $ - 0 | $ - 0 | |
| 00504 | 500 | Class 2 Preparation | Sq Yd | 34 | $ - 0 | $ - 0 | |
| 00530 | 510 | Reinforcement, Grade 60 | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00540 | 520 | General Structural Concrete, Class 3300 | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00556 | 530 | Furnish MPCO Material | Sq Yd | 340 | $ - 0 | $ - 0 | |
| 00556 | 540 | Construct MPCO | Sq Yd | 340 | $ - 0 | $ - 0 | |
| 00585 | 550 | Backer Rod | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00587 | 560 | Type "F" Concrete Rail, Modified | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00587 | 570 | Pedestrian Rail | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00589 | 580 | Utility Attachment on Structures | Lump Sum | 1 | $ - 0 | $ - 0 | $ - 0 |
BASES
| 00610 | 590 | Recondition Existing Roadway | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00620 | 600 | Cold Plane Pavement Removal, 5-6 Inches Deep | Sq Yd | 3,274 | $ - 0 | $ - 0 | |
| 00640 | 610 | Decomposed Granite Surfacing | Ton | 1.5 | $ - 0 | $ - 0 | |
| 00641 | 620 | Aggregate Base | Ton | 6,243 | $ - 0 | $ - 0 | $ - 0 |
WEARING SURFACES
| 00730 | 630 | Emulsified Asphalt for Tack Coat | Ton | 6 | $ - 0 | $ - 0 | |
| 00744 | 640 | Level 2, 1/2 Inch ACP Mixture, with Fibers | Ton | 1,379 | $ - 0 | $ - 0 | |
| 00744 | 650 | Level 2, 1/2 Inch ACP Mixture | Ton | 3,767 | $ - 0 | $ - 0 | |
| 00748 | 660 | 21 Inch Asphalt Concrete Pavement Repair | Sq Yd | 92 | $ - 0 | $ - 0 | |
| 00749 | 670 | Extra for Asphalt Approaches | Each | 1 | $ - 0 | $ - 0 | |
| 00759 | 680 | Concrete Curbs, Curb and Gutter | Foot | 1,631 | $ - 0 | $ - 0 | |
| 00759 | 690 | Concrete Curbs, Standard Curb | Foot | 911 | $ - 0 | $ - 0 | |
| 00759 | 700 | Concrete Walks | Sq Ft | 5,953 | $ - 0 | $ - 0 | |
| 00759 | 710 | Concrete Islands | Sq Ft | 620 | $ - 0 | $ - 0 | |
| 00759 | 720 | Truncated Domes on New Surfaces | Sq Ft | 814 | $ - 0 | $ - 0 | $ - 0 |
PERMANENT TRAFFIC SAFETY AND GUIDANCE DEVICES
| 00810 | 730 | Midwest Guardrail System, Type 2A | Foot | 175 | $ - 0 | $ - 0 | |
| 00810 | 740 | Midwest Guardrail System, Type 3 | Foot | 12.5 | $ - 0 | $ - 0 | |
| 00810 | 750 | Guardrail Transition | Each | 1 | $ - 0 | $ - 0 | |
| 00810 | 760 | Guardrail Terminals, Non-Flared | Each | 3 | $ - 0 | $ - 0 | |
| 00810 | 770 | Extra for 8 Foot Posts | Each | 20 | $ - 0 | $ - 0 | |
| 00810 | 780 | Extra for Hand Dug Guardrail Post Holes | Each | 1 | $ - 0 | $ - 0 | |
| 00855 | 790 | Bi-Directional Yellow Type I Markers | Each | 14 | $ - 0 | $ - 0 | |
| 00856 | 800 | Permanent Surface Mounted Tubular Markers | Each | 88 | $ - 0 | $ - 0 | |
| 00865 | 810 | Thermoplastic, Extruded, Surface, Non-Profiled | Foot | 18,860 | $ - 0 | $ - 0 | |
| 00867 | 820 | Pavement Legend, Type B-HS: Arrows | Each | 4 | $ - 0 | $ - 0 | |
| 00867 | 830 | Pavement Legend, Type B-HS: "Only" | Each | 2 | $ - 0 | $ - 0 | |
| 00867 | 840 | Pavement Legend, Type B-HS: Bicycle Lane Stencil | Each | 11 | $ - 0 | $ - 0 | |
| 00867 | 850 | Pavement Legend, Type B-HS: Pedestrian Stencil | Each | 4 | $ - 0 | $ - 0 | |
| 00867 | 860 | Pavement Bar, Type B-HS | Sq Ft | 1,015 | $ - 0 | $ - 0 | |
| 00868 | 870 | Green Bicycle Lane, Preformed Thermoplastic Film | Sq Ft | 25,685 | $ - 0 | $ - 0 | |
| 00869 | 880 | Curb Marking, Paint | Foot | 110 | $ - 0 | $ - 0 | $ - 0 |
PERMANENT TRAFFIC CONTROL AND ILLUMINATION SYSTEMS
| 00905 | 890 | Remove Existing Signs | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00905 | 900 | Remove and Reinstall Existing Signs | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00920 | 910 | Sign Support Footings | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00930 | 920 | Perforated Steel Square Tube Anchor Sign Supports | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00940 | 930 | Signs, Standard Sheeting, Extruded Aluminum Street Name Sign | Sq Ft | 50 | $ - 0 | $ - 0 | |
| 00940 | 940 | Signs, Standard Sheeting, Sheet Aluminum | Sq Ft | 265 | $ - 0 | $ - 0 | |
| 00970 | 950 | Pole Foundations | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00970 | 960 | Luminaires, Lamps and Ballasts | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00970 | 970 | Switching, Conduit, and Wiring | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00970 | 980 | Lighting Poles and Arms | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00990 | 990 | Flashing Beacon Installation, Mountain Avenue at Nepenthe Road | Lump Sum | 1 | $ - 0 | $ - 0 | |
| 00990 | 1000 | Flashing Beacon Installation, Mountain Avenue at Briscoe Place | Lump Sum | 1 | $ - 0 | $ - 0 | $ - 0 |
RIGHT OF WAY DEVELOPMENT AND CONTROL
| 01030 | 1010 | Lawn Seeding | Sq Yd | 107 | $ - 0 | $ - 0 | ||
| 01030 | 1020 | Permanent Seeding | Acre | 0.05 | $ - 0 | $ - 0 | ||
| 01040 | 1030 | Topsoil | Cu Yd | 90 | $ - 0 | $ - 0 | ||
| 01040 | 1040 | Shrubs, #1 Container Arctostaphylos ‘Pacific Mist’ – Pacific Mist Manzanita | ||||||
| Arctostaphylos ‘Pacific Mist’ – Pacific Mist Manzanita | Each | 38 | $ - 0 | $ - 0 | ||||
| 01040 | 1050 | Shrubs, #1 Container Caryopteris ‘Dark Night’ – Dark Knight Bluebeard | Each | 81 | $ - 0 | $ - 0 | ||
| 01040 | 1060 | Shrubs, #1 Container Juniperus conferta ‘Pacific Blue’ – Blue Pacific Shore Juniper | Each | 24 | $ - 0 | $ - 0 | ||
| 01040 | 1070 | Shrubs, #1 Container Rhus aromatica ‘Gro Low’ – Gro-Low Fragrant Sumac | Each | 50 | $ - 0 | $ - 0 | ||
| 01040 | 1080 | Grasses, #1 Container Muhlenbergia rigens – Deergrass | Each | 114 | $ - 0 | $ - 0 | ||
| 01040 | 1090 | Grasses, #1 Container Panicum ‘Heavy Metal’ – Heavy Metal Prairie Grass | Each | 81 | $ - 0 | $ - 0 | ||
| 01040 | 1100 | Deciduous Trees, 2” caliper Acer Grandidentatum – Big Tooth Maple | Each | 1 | $ - 0 | $ - 0 | ||
| 01040 | 1110 | Deciduous Trees, 2” caliper Tilia Cordata – Little Leaf Linden | Each | 1.00 | $ - 0 | $ - 0 | ||
| 01040 | 1120 | Rock Mulch | Ton | 75 | $ - 0 | $ - 0 | ||
| 01040 | 1130 | Bark Mulch | Cu Yd | 28 | $ - 0 | $ - 0 | ||
| 01040 | 1140 | Weed Control Geotextile | Sq Ft | 64 | $ - 0 | $ - 0 | ||
| 01069 | 1150 | Metail Handrail, Two Rails | Foot | 32 | $ - 0 | $ - 0 | ||
| 01070 | 1160 | Multiple Mailbox Supports | Each | 1 | $ - 0 | $ - 0 | ||
| 01095 | 1170 | Remove and Reinstall Benches | Each | 1 | $ - 0 | $ - 0 | $ - 0 |
WATER SUPPLY SYSTEMS
01120 1180 Irrigation System Lump Sum 1 $ - 0 $ - 0 $ - 0
BID TOTAL $ - 0
Name of Authorized Representative Total Written in Dollars
Authorized Representative Signature Date
Page &P of &N mailto:=@ROUND(0.111*SUM(H12:H91),-2)
File details come from the government source that posted it. Updated .