ADDENDUM 5 Attachment A-2 Pricing Form.xlsx
XLSX spreadsheet 21 KB Posted
- Solicitation number
- S-63400-00016792
- Issued by
- Tillamook County, Oregon
About this file
ADDENDUM 5 ATTACHMENT A-2 PRICING FORM SUMMARY
This is a pricing submittal form issued by the Oregon Parks and Recreation Department (OPRD) for Invitation to Bid (ITB) 13440, the Cape Lookout State Park Parkwide Improvements Project. The form requires bidders to provide unit costs and total costs for all bid items across three construction packages. Package 1 encompasses 55 line items for day use parking improvements, including mobilization, demolition, asphalt and concrete paving totaling 134,965 square feet, curbing (5,250 linear feet), concrete sidewalks (12,550 square feet), stormwater infrastructure (catch basins, manholes, planters, swales, and culverts), waterline installation, site electrical work, landscaping, and site amenities such as bollards, picnic tables, signs, pay stations, and electric vehicle charging stations. Package 3 includes 12 line items for Loop D paving with 62,300 square feet of cold plane pavement removal and 1,390 tons of asphalt paving. Package 4 consists of 13 line items for utilities installation in Loops C and D, including waterline installation totaling 7,925 linear feet of various sizes and site electrical work. All work is priced on a lump sum, ton, square foot, linear foot, or unit basis, with bid price representing the total contract price including contractor profit and overhead. OPRD reserves the right to adjust quantities or delete items as needed, with payment based on actual measured quantities.
Bidders must enter pricing information in the form as modified by Addendum 5, with failure to provide required information resulting in bid rejection as non-responsive. The pricing form explicitly notes that all work described in contract documents but not specifically itemized is considered incidental to the work. Bid security equal to 10% of the total bid amount is required, and upon award, the successful bidder must provide performance and payment bonds each equal to 100% of the contract amount. The OPRD is exempt from Oregon's Public Contracting Code prevailing wage requirements for this project. While no formal set-asides are mandated, bidders are encouraged to utilize certified disadvantaged businesses, minority-owned businesses, women-owned businesses, emerging small businesses, and veteran-owned businesses as subcontractors. The project is anticipated to be funded with state funds, contingent upon the agency's receipt of sufficient project funding, with no specific budget amount disclosed in the solicitation documents.
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Sheet1
| ATTACHMENT A |
| FORM A-2 - PRICING FORM (Revised Addendum 5) |
| ITB 13440 |
| CAPE LOOKOUT PARKWIDE IMPROVEMENTS |
| PRICING SUBMITTAL FORM |
| PRICING SUBMITTAL INSTRUCTIONS: Bidders shall enter pricing and other required information for all Bid Items listed in this Pricing Submittal Form. If this Pricing Submittal Form is replaced by Addendum, Bidders shall use the Addendum form to provide pricing and other required information. If the Pricing Submittal Form is only modified by Addendum, then Bidders shall follow the instructions in the Addendum for making modifications to the Pricing Submittal Form. Failure to supply the required information in the Pricing Submittal Form as modified by subsequent Addenda may result in Bid rejection as non-responsive. |
Note: Bid price is total contract price including contractor's profit and overhead. All work described in the Contract Documents but not specifically itemized in the Pricing below is considered incidental to the Work.
The undersigned understands that the State reserves the right to increase or decrease the above quantities at the same unit prices as show or to remove items as necessary to meet budgetary constraints. The undersigned has carefully examined the Contract Documents and the site of the work, ang agrees to furnish all necessary plant, labor, equipment, accessories, materials, permits, temporary facilities and perform all operations shown and specified in accordance with the Contract Documents for the price(s) set herein.
| The quantities listed in Pricing Submittal Form are intended to serve only as a guide to Bidders and are not to be construed as a guarantee. All quantities are estimated and are for Bid purposes only. All quantities are "in place" or "installed". OPRD reserves the right to adjust quantities or delete items as needed. Payment will be made based on actual, measured quantities. | |||||
| Item # | Description | Quantity | Unit | Unit Cost | Total Cost |
| Package 1 - Day Use Parking Improvements | |||||
| BASE BID | |||||
| 1.1 | Mobilization | 1 | LS | $ - 0 | |
| 1.2 | Planning, Design & Permits | 1 | LS | $ - 0 | |
| 1.3 | Survey - Project Stakeout | 1 | LS | $ - 0 | |
| 1.4 | Erosion Control | 1 | LS | $ - 0 | |
| 1.5 | Traffic Control | 1 | LS | $ - 0 | |
| 1.6 | Demolition, Clearing and Grubbing | 1 | LS | $ - 0 | |
| 1.7 | Tree Removal & Protection | 1 | LS | $ - 0 | |
| 1.8 | Asphalt Excavation | 132,500 | SF | $ - 0 | |
| 1.9 | General Excavation and Earthwork (Revised Addendum 5) | 6,000 | TON | $ - 0 | |
| 1.10 | Rock Excavation Allowance (Revised Addendum 5) | 170 | CY | $ - 0 | |
| 1.11 | Over Excavation Allowance (Revised Addendum 5) | 170 | CY | $ - 0 | |
| 1.12 | Base Rock or Shoulder Rock (Revised Addendum 5) | 6510 | TON | $ - 0 | |
| 1.13 | Gravel Driveway (Revised Addendum 5) | 60 | TON | $ - 0 | |
| 1.14 | Asphalt Paving - Leveling and Wearing Courses | 1950 | TON | $ - 0 | |
| 1.15 | Concrete Paving Parking - 5" (Revised Addendum 5) | 2415 | SF | $ - 0 | |
| 1.16 | Pavement Markings - Painted Striping | 1 | LS | $ - 0 | |
| 1.17 | Pavement Markings - Thermoplastic Markings - Symbols (Revised Addendum 5) | 22 | EA | $ - 0 | |
| 1.18 | Standard Curb | 4,150 | LF | $ - 0 | |
| 1.19 | Flush Curb | 1,100 | LF | $ - 0 | |
| 1.20 | Curb Cut | 34 | EA | $ - 0 | |
| 1.21 | Concrete Sidewalk (Revised Addendum 5) | 12,550 | SF | $ - 0 | |
| 1.22 | Asphalt Sidewalk | 10 | TON | $ - 0 | |
| 1.23 | Precast Concrete Wheel Stops | 78 | EA | $ - 0 | |
| 1.24 | Gravity Storm Sewer - 6 Inch (Revised Addendum 5) | 180 | LF | $ - 0 | |
| 1.25 | Gravity Storm Sewer - 8 Inch (Revised Addendum 5) | 600 | LF | $ - 0 | |
| 1.26 | 48" Manhole - Flat Top Manhole (Revised Addendum 5) | 3 | EA | $ - 0 | |
| 1.27 | Catch Basin | 5 | EA | $ - 0 | |
| 1.28 | Cleanout to Grade | 11 | EA | $ - 0 | |
| 1.29 | Outfall | 2 | EA | $ - 0 | |
| 1.30 | Overflow Inlet | 7 | EA | $ - 0 | |
| 1.31 | Stormwater - Planter | 5,700 | SF | $ - 0 | |
| 1.32 | Stormwater - Facility | 1,800 | SF | $ - 0 | |
| 1.33 | Stormwater - Swale | 2,310 | SF | $ - 0 | |
| 1.34 | Stormwater - Culvert (Revised Addendum 3) | 3 | EA | $ - 0 | |
| 1.35 | Stormwater - Check Dam | 19 | EA | $ - 0 | |
| 1.36 | Stormwater - Planter Wall | 900 | LF | $ - 0 | |
| 1.37 | Waterline - 3/4 Inch | 20 | LF | $ - 0 | |
| 1.38 | Waterline - 1 Inch | 165 | LF | $ - 0 | |
| 1.39 | Waterline - Yard Hydrant (Revised Addendum 5) | 3 | EA | $ - 0 | |
| 1.40 | Site Electrical | 1 | LS | $ - 0 | |
| 1.41 | Landscape - Top Soil | 860 | CY | $ - 0 | |
| 1.42 | Landscape - Seeding | 8,500 | SF | $ - 0 | |
| 1.43 | Landscape - General - Plantings | 1 | LS | $ - 0 | |
| 1.44 | Landscape - Stone Veneer Faced Seat Wall | 1 | LS | $ - 0 | |
| 1.45 | Landscape - Stone Paving Band | 1 | LS | $ - 0 | |
| 1.46 | Landscape - Split Rail Fence | 1 | LS | $ - 0 | |
| 1.47 | Landscape - Rock Steps | 1 | LS | $ - 0 | |
| 1.48 | Bollards | 5 | EA | $ - 0 | |
| 1.49 | Picnic Tables - Relocate | 2 | EA | $ - 0 | |
| 1.50 | Signs - Relocate | 1 | LS | $ - 0 | |
| 1.51 | Signs - New | 1 | LS | $ - 0 | |
| 1.52 | Pay Station - Relocate | 1 | LS | $ - 0 | |
| 1.53 | Pay Station - Install | 1 | LS | $ - 0 | |
| 1.54 | Electric Car Charging - Relocate | 1 | LS | $ - 0 | |
| 1.55 | Excavate, Base Preparation and Backfill for CXT Vault Toilet | 2 | EA | $ - 0 | |
| 1.56 | Gravity Storm Sewer - 12 Inch (Revised Addendum 5) | 175 | LF | $ - 0 | |
| PACKAGE 1 TOTAL | $ - 0 | ||||
| Package 3 - Loop D Paving | |||||
| BASE BID | |||||
| 3.1 | Mobilization | 1 | LS | $ - 0 | |
| 3.2 | Planning, Design & Permits | 1 | LS | $ - 0 | |
| 3.3 | Survey - Project Stakeout | 1 | LS | $ - 0 | |
| 3.4 | Erosion Control | 1 | LS | $ - 0 | |
| 3.5 | Traffic Control | 1 | LS | $ - 0 | |
| 3.6 | Demolition, Clearing and Grubbing | 1 | LS | $ - 0 | |
| 3.7 | Asphalt Excavation | 6,675 | SF | $ - 0 | |
| 3.8 | 3" Cold Plane Pavement Removal | 62,300 | SF | $ - 0 | |
| 3.9 | Base Rock or Shoulder Rock | 950 | TON | $ - 0 | |
| 3.10 | Asphalt Paving - Leveling and Wearing Courses | 1,390 | TON | $ - 0 | |
| 3.11 | Pavement Markings - Thermoplastic Markings - Symbols | 17 | EA | $ - 0 | |
| 3.12 | Precast Concrete Wheel Stops | 71 | EA | $ - 0 | |
| PACKAGE 3 TOTAL | $ - 0 | ||||
| Package 4 - Loop C & D Utilities | |||||
| BASE BID | $ - 0 | ||||
| 4.1 | Mobilization | 1 | LS | $ - 0 | |
| 4.2 | Planning, Design & Permits | 1 | LS | $ - 0 | |
| 4.3 | Survey - Project Stakeout | 1 | LS | $ - 0 | |
| 4.4 | Erosion Control | 1 | LS | $ - 0 | |
| 4.5 | Traffic Control | 1 | LS | $ - 0 | |
| 4.6 | Demolition, Clearing and Grubbing | 1 | LS | $ - 0 | |
| 4.7 | Tree Removal & Protection | 1 | LS | $ - 0 | |
| 4.8 | Asphalt Excavation | 400 | SF | $ - 0 | |
| 4.9 | Waterline - 3/4 Inch | 2,450 | LF | $ - 0 | |
| 4.10 | Waterline - 1 1/2 Inch (Revised Addendum 5) | 625 | LF | $ - 0 | |
| 4.11 | Waterline - 3 Inch (Revised Addendum 5) | 4,850 | LF | $ - 0 | |
| 4.12 | Waterline - Yard Hydrant | 75 | EA | $ - 0 | |
| 4.13 | Site Electrical | 1 | LS | $ - 0 | |
| PACKAGE 4 TOTAL | $ - 0 |
TOTAL BID (Sum of Package 1, Package 3 and Package 4 Totals) $ - 0
By (Bidder Company Name and Authorized Signer Name) Date
Sheet2
| 3 | 1.5 | 0.75 |
| 430 | 110 | 15 |
| 790 | 165 | 66 |
| 288 | 186 | 523 |
| 410 | 163 | 630 |
| 435 | 497 | |
| 75 | 433 | |
| 425 | ||
| 470 | ||
| 90 | ||
| 618 | ||
| 132 | ||
| 125 | ||
| 400 | ||
| 158 | ||
| 4846 | 624 | 2164 |
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