Bid Schedule _Addenda 1_CWE.docx
DOCX document 28 KB Posted
- Solicitation number
- S-KN0010-00015264
- Issued by
- Klamath County, Oregon
About this file
This is a Bid Schedule Addenda document for the City of Newport, Oregon's South Beach Loop Path Improvements Project, detailing the line items and quantities for contractor bidding. The project encompasses comprehensive infrastructure improvements across three primary locations: the Coastal Discovery Center at Camp Gray, SE 35th Street, and SE 40th Street, involving site clearing, excavation, stormwater infrastructure, paving, and associated improvements. The bid schedule contains 47 line items with quantities specified in various units including lump sum (LS), square yards (SQYD), linear feet (FOOT), each (EACH), cubic yards (CUYD), tons (TON), and square feet (SQFT). Notable quantities include 3,400 square yards of cold plane pavement removal, 865 tons of asphalt concrete pavement, 6,440 square feet of concrete walks, and 1,650 linear feet of concrete curb and gutter. The project timeline requires contractors to achieve Substantial Completion within 105 days of Notice to Proceed, with final payment due within 30 additional days. The bid package was advertised on November 6, 2025, with bids due on November 24, 2025, at 2:00 p.m. at the Newport Planning Department, and a non-mandatory pre-bid conference was held on November 13, 2025, at 11:00 a.m. at Newport City Hall.
The bid schedule does not specify pricing information, as unit prices and bid amounts are to be completed by bidders. Contractors must provide a 10 percent bid bond and performance and payment bonds equal to the contract price. Required insurance includes workers' compensation, commercial general liability coverage of $2,000,000 general aggregate and $1,000,000 per occurrence, automobile liability of $1,000,000 per occurrence, and umbrella/excess liability of $5,000,000 per occurrence. All iron and steel products must be produced in the United States, and contractors must comply with prevailing wage rates established by the Oregon Bureau of Labor and Industries. The project requires coordination with multiple utility providers including Central Lincoln PUD, Astound Fiber, Charter Communications, and CenturyLink. While no specific set-aside designations or budget range were explicitly stated, the comprehensive scope and multi-site nature of the project indicates a significant municipal infrastructure investment.
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Text version
Item No.
| Description |
| Unit |
| Estimated |
Quantity Bid Unit Price Bid Price
| 1 |
| Mobilization |
| LS |
| 1 |
| 2 |
| Temporary Work Zone Traffic Control, Complete |
| LS |
| 1 |
| 3 |
| Erosion Control |
| LS |
| 1 |
| 4 |
| Construction Survey Work |
| LS |
| 1 |
| 5 |
| Removal of Structures and Obstructions |
| LS |
| 1 |
| 6 |
| Removal of Curb Ramp, Walk, Curb, Surfacings |
| SQYD |
| 1440 |
| 7 |
| Asphalt Pavement Saw Cutting |
| FOOT |
| 2615 |
| 8 |
| Clearing and Grubbing |
| LS |
| 1 |
| 9 |
| General Excavation |
| LS |
| 1 |
| 10 |
| 6 Inch Subgrade Stabilization |
| SQYD |
| 1395 |
| 11 |
| Subgrade Geotextile |
| SQYD |
| 964 |
| 12 |
| CLSM Backfill |
| CUYD |
| 5 |
| 13 |
| 8 Inch Storm Sewer Pipe, 5ft Depth |
| FOOT |
| 225 |
| 14 |
| Concrete Inlets, Type CG-2 |
| EACH |
| 2 |
| 15 |
| Concrete Inlets, Curb Inlet |
| EACH |
| 4 |
| 16 |
| Adjusting Boxes |
| EACH |
| 34 |
| 17 |
| Adjusting Inlets |
| EACH |
| 4 |
| 18 |
| Minor Adjustment of Manholes |
| EACH |
| 9 |
| 19 |
| Connection to Existing Structures |
| EACH |
| 3 |
| 20 |
| Retaining Wall, Cast-In-Place Concrete |
| SQFT |
| 1,020 |
| 21 |
| Cold Plane Pavement Removal, 0-3 Inches Deep |
| SQYD |
| 3,400 |
| 22 |
| 3/4 – 0 Inch Aggregate Base |
| CUYD |
| 570 |
| 23 |
| 1/4 – 3/4 Inch Aggregate Base |
| CUYD |
| 35 |
| 24 |
| Level 2, 1/2 Inch ACP Mixture |
| TON |
| 865 |
| 25 |
| Concrete Curbs, Standard Curb |
| FOOT |
| 320 |
| 26 |
| Concrete Curbs, Standard Curb and Gutter |
| FOOT |
| 1650 |
| 27 |
| Concrete Walks |
| SQFT |
| 6440 |
| 28 |
| Concrete Driveways |
| SQFT |
| 2825 |
| 29 |
| Concrete Driveways, Reinforced |
| SQFT |
| 440 |
| 30 |
| Extra For New Curb Ramps |
| EACH |
| 7 |
| 31 |
| Truncated Domes On New Surfaces |
| SQFT |
| 110 |
| 32 |
| Longitudinal Pavement Markings – Paint |
| FOOT |
| 3160 |
| 33 |
| Pavement Bar, Type B |
| SQFT |
| 290 |
| 34 |
| Pavement Legend, Type B: Yield Line Triangle |
| EACH |
| 6 |
| 35 |
| Curb Marking, Paint |
| FOOT |
| 20 |
| 36 |
| Remove and Reinstall Existing Signs |
| EACH |
| 6 |
| 37 |
| Sign Support Footings |
| EACH |
| 6 |
| 38 |
| Perforated Steel Square Tube Slip Base Sign Supports |
| EACH |
| 6 |
| 39 |
| Signs, Standard Sheeting, Extruded Aluminum |
| SQFT |
| 35 |
| 40 |
| Refurbishing and Reinstalling Existing Illumination Systems |
| LS |
| 1 |
| 41 |
| Roadside Restoration |
| LS |
| 1 |
| 42 |
| Boulders |
| TON |
| 30 |
| 43 |
| Removing and Rebuilding Fence |
| FOOT |
| 210 |
| 44 |
| Metal Handrail, Three Rails |
| FOOT |
| 25 |
| 45 |
| Single Mailbox Support |
| EACH |
| 7 |
| 46 |
| Relocating Existing Hydrants |
| EACH |
| 2 |
| 47 |
| Hydrant Extensions |
| EACH |
| 1 |
Total of All Bid Items
Total of All Bid Items (in words):
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