RFP_PR9220_Attachment_B__Asphalt_and_Concrete_Services_Rev_1.xlsx
XLSX spreadsheet 24 KB Posted
- Attached to
- Asphalt and Concrete Services
- Solicitation number
- PR9220
- Issued by
- Orange County, Orlando City, Florida
About this file
This file is an Itemized Pricing Schedule (Attachment B) and Sample Projects document for RFP PR9220 issued by the Orlando Utilities Commission (OUC) for comprehensive asphalt and concrete services across Orange County and Orlando, Florida. The pricing schedule contains 88 line items covering asphalt pavement installation at various thicknesses and square yardages, concrete sidewalk and driveway construction in multiple depths, curb and gutter installation, density testing, road base preparation and installation, removal and milling services, pavement striping and marking, seal coating, sod restoration, and miscellaneous concrete work. Two sample projects are included for bidder evaluation: Sample Project No. 1 involves milling and repaving approximately 785 feet by 28 feet of existing asphalt at 5100 S Alafaya Trail in Orlando, including three layers of asphalt totaling 4.125 inches, lime rock base repair, new striping and road reflectors, and compliance with FDOT standards; Sample Project No. 2 is a comprehensive project including removal of lime rock, concrete, and asphalt; installation of curbs and various concrete depths; soil testing; and equipment and labor hours for multiple trades. The RFP responses are due September 15, 2026, at 2:00 p.m. EST, with questions due August 24, 2026, and addenda due August 28, 2026. The contract term is three years with one optional two-year renewal at OUC's discretion.
All pricing must include labor, materials, and equipment where applicable, with separate cost per unit columns for work performed during standard hours and non-standard hours. Payment discount options are available at 1%, 2%, or 3% depending on payment timing (20, 15, or 10 net 30 days respectively). Additional services beyond the standard line items may be requested and are subject to Time and Material rates for equipment (ranging from Small Excavators to Water Trucks) and personnel (Superintendent, Foreman, Operator, and Laborers), requiring prior approval from OUC's Water Construction department. Equipment rental rates and personnel hourly rates are to be filled in by bidders for both standard and non-standard hours. Bidders must provide warranty information covering labor, workmanship, equipment, parts, and materials for a minimum of one year, list all asphalt plant locations, and disclose all subcontractors with their scopes of work and project history. Pricing for line items on the Florida Department of Transportation Asphaltic Index will adjust by the Bituminous Index rate when variations exceed 5% from the index at bid receipt. Bid bonds and payment/performance bonds are not required.
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Other files
| File | Type | Posted |
|---|---|---|
| RFP_PR9220__Addendum_No_2_Final.pdf | ||
| RFP_PR9220__Addendum_No_1_Final.pdf | ||
| RFP_PR9220__Asphalt_and_Concrete_Services_Final_81826.pdf | ||
| RFP_PR9220__Attachment_D_Qualifications_Fillin_form_Draft.xls | XLS spreadsheet | |
| RFP_PR9220_Attachment_B__Asphalt_and_Concrete_Services_Final.xlsx | XLSX spreadsheet |
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Itemized Pricing
| RFP PR9220 - Asphalt and Concrete Services | |
| Attachment B: | Price Schedule |
| Note: 1. All pricing should include labor, materials and equipment where applicable. |
2. Please complete all sheets of the Workbook, Itemized Pricing, Sample Project No. 1 and No. 2.
| LINE ITEM | DESCRIPTION | UNIT OF MEASURE | COST PER UNIT FOR WORK PERFORMED DURING STANDARD HOURS | COST PER UNIT FOR WORK PERFORMED DURING NON-STANDARD HOURS |
| Asphalt pavement per 1.5" layer | ||||
| 1 | 10 sq. yds. or less | sq. yd. | ||
| 2 | 10.1 to 30 sq. yds. | sq. yd. | ||
| 3 | Over 30 sq. yards | sq. yd. | ||
| Asphalt pavement per each add'l. 1/2" layer thickness | ||||
| 4 | 10 sq. yds. or less | sq. yd. | ||
| 5 | 10.1 to 30 sq. yds. | sq. yd. | ||
| 6 | Over 30 sq. yards | sq. yd. | ||
| Asphalt pavement 1" thickness (overlay) | ||||
| 7 | 10 sq. yds. or less | sq. yd. | ||
| 8 | 10.1 to 30 sq. yds. | sq. yd. | ||
| 9 | Over 30 sq. yards | sq. yd. | ||
| FC-4 Asphalt Friction Course 1" thickness (overlay) | ||||
| 10 | 10 sq. yds. or less | sq. yd. | ||
| 11 | 10.1 to 30 sq. yds. | sq. yd. | ||
| 12 | Over 30 sq. yards | sq. yd. | ||
| FC-2 Asphalt Friction Course 5/8" thickness (overlay) | ||||
| 13 | 10 sq. yds. or less | sq. yd. | ||
| 14 | 10.1 to 30 sq. yds. | sq. yd. | ||
| 15 | Over 30 sq. yards | sq. yd. | ||
| 4" Concrete (Sidewalk or Driveway) | ||||
| 16 | 10 sq. yds. or less | sq. yd. | ||
| 17 | 10.1 to 20 sq. yds. | sq. yd. | ||
| 18 | Over 20 sq. yards | sq. yd. | ||
| 19 | Decorative Concrete panels w/ ribbon, salt rock | sq. yd. | ||
| 6" Concrete (Sidewalk or Driveway) | ||||
| 20 | 10 sq. yds. or less | sq. yd. | ||
| 21 | 10.1 to 20 sq. yds. | sq. yd. | ||
| 22 | Over 20 sq. yards | sq. yd. | ||
| 8" Concrete (Sidewalk or Driveway) | ||||
| 23 | 10 sq. yds. or less | sq. yd. | ||
| 24 | 10.1 to 20 sq. yds. | sq. yd. | ||
| 25 | Over 20 sq. yards | sq. yd. | ||
| 6" x 16" Straight or Radius Upright Curb | ||||
| 26 | 20 lin. ft. or less | lin. ft. | ||
| 27 | Over 20 lin. ft. | lin. ft. | ||
| 2 ft. Curb & Gutter Section or Radius | ||||
| 28 | 20 lin. ft. or less | lin. ft. | ||
| 29 | Over 20 lin. ft. | lin. ft. | ||
| Density Tests: Certified Testing Lab (when required by agency inspector) | ||||
| 30 | Soil Proctor Test | each | ||
| 31 | Soil Density Test | each | ||
| 8" Concrete Roadway replacement (broom finished) | ||||
| 32 | 10 sq. yds. or less | sq. yd. | ||
| 33 | Over 10 sq. yds. | sq. yd. | ||
| 8" Concrete Road Base (unfinished) | ||||
| 34 | 10 sq. yds. or less | sq. yd. | ||
| 35 | Over 10 sq. yds. | sq. yd. | ||
| Surface Prep. For Lime rock | ||||
| 36 | 10 sq. yds. or less | sq. yd. | ||
| 37 | Over 10 sq. yds. | sq. yd. | ||
| 8" Lime rock Road Base | ||||
| 38 | 10 sq. yds. or less | sq. yd. | ||
| 39 | Over 10 sq. yds. | sq. yd. | ||
| Limerock Road Base per each add'l. 2" layer thickness | ||||
| 40 | 10 sq. yds. or less | cu. yd. | ||
| 41 | Over 10 sq. yds. | cu. yd. | ||
| 42 | Flowable Fill | cu. yd. | ||
| Remove Asphalt and Dump | ||||
| 43 | 10 sq. yds. or less | sq. yd. | ||
| 44 | 10.1 to 20 sq. yds. | sq. yd. | ||
| 45 | 20.1 to 40 sq. yds. | sq. yd. | ||
| 46 | Over 40 sq. yds. | sq. yd. | ||
| Milling of Asphalt and Dump | ||||
| 47 | 10 sq. yds. or less | sq. yd. | ||
| 48 | 10.1 to 20 sq. yds. | sq. yd. | ||
| `49 | 20.1 to 40 sq. yds. | sq. yd. | ||
| 50 | Over 40 sq. yds. | sq. yd. | ||
| Remove Concrete and Dump | ||||
| 51 | 10 sq. yds. or less | sq. yd. | ||
| 52 | 10.1 to 30 sq. yds. | sq. yd. | ||
| 53 | Over 30 sq. yards | sq. yd. | ||
| Remove Lime rock and Dump | ||||
| 54 | 10 sq. yds. or less | sq. yd. | ||
| 55 | 10.1 to 20 sq. yds. | sq. yd. | ||
| 56 | 20.1 to 40 sq. yds. | sq. yd. | ||
| 57 | Over 40 sq. yds. | sq. yd. | ||
| Stripes & Lines - white & yellow (to DOT Standards) | ||||
| 58 | 4" Solid | lin. ft. | ||
| 59 | 6" Solid | lin. ft. | ||
| 60 | 8" Solid | lin. ft. | ||
| 61 | 12" Solid | lin. ft. | ||
| 62 | 18" solid | lin. ft. | ||
| 63 | 24" Solid | lin. ft. | ||
| 64 | 6" Skip | lin. ft. | ||
| 65 | Directional Arrow | each | ||
| 66 | Message | each | ||
| 67 | Reflective Marker | each | ||
| 68 | Rail Road | each | ||
| Pavement Striping and Marking | ||||
| 69 | Thermoplastic 4" Line | lin. ft. | ||
| 70 | Thermoplastic 6" Line | lin. ft. | ||
| 71 | Thermoplastic 24" Stop Bar | lin. ft. | ||
| 72 | Thermoplastic Arrow | each | ||
| Seal Coating | ||||
| 73 | Seal Coat – 1‑Spray Application | sq. ft. | ||
| 74 | Seal Coat – Spray Application w/ 3-5 lbs. of silica sand per gallon of sealer | sq. ft. | ||
| 75 | Crack Sealing (when specified) | lin. ft | ||
| 76 | Infrared Pavement Repair | sq. ft. | ||
| 77 | Surface Prep (Cleaning/Blowing) | sq. ft. | ||
| Priority Work | ||||
| 78 | Jobs < $2,500 | % | ||
| 79 | Jobs to include and > $2,500 | lump sum | ||
| Removal of Brick base or underlayment in regards to street restoration (price should include transport of materials) | ||||
| 80 | 10 sq. yds. or less | sq. yd. | ||
| 81 | 10.1 to 20 sq. yds. | sq. yd. | ||
| 82 | 20.1 to 40 sq. yds. | sq. yd. | ||
| 83 | Over 40 sq. yds. | sq. yd. | ||
| 84 | Brick Paver removal and disposal | each load | ||
| Sod Restoration | ||||
| 85 | Sod - St Augustine | sq. ft. | ||
| 86 | Sod - Bahia | sq. ft. | ||
| 87 | Sod - Zoysia | sq. ft. | ||
| 88 | Sod - Bermuda | sq. ft. |
Misc. Concrete Work example - head wall repairs (rare) per hour
| Payment Discount Options |
| 1% 20 net 30 |
| 2% 15, net 30 |
| 3% 10, net 30 |
| None Offered |
| Others |
| Additional services may be requested from the Supplier in response to unplanned events and emergency support services. Services that include the equipment and personnel listed below will need approval from OUC's Water Construction department prior to starting work on site. Invoicing for these services shall be per the following Time and Material rates. | ||||
| LINE ITEM | DESCRIPTION | UNIT OF MEASURE | COST PER UNIT FOR WORK PERFORMED DURING STANDARD HOURS | COST PER UNIT FOR WORK PERFORMED DURING NON-STANDARD HOURS |
| Equipment | ||||
| 1 | Large Excavator | HR | ||
| 2 | Small Excavator | HR | ||
| 3 | Front End Loader | HR | ||
| 4 | Skid Steer Loader | HR | ||
| 5 | Broom Tractor | HR | ||
| 6 | Roller Compactor | HR | ||
| 7 | Light Tower | HR | ||
| 8 | Dump Truck | HR | ||
| 9 | Street Saw | HR | ||
| 10 | Water Truck | HR | ||
| 11 | Pick Up Truck | HR | ||
| Personnel | ||||
| 12 | Superintendent | HR | ||
| 13 | Foreman | HR | ||
| 14 | Operator | HR | ||
| 15 | Laborers | HR | ||
| 16 | Short Load Fees Less than 5 CY |
Warranty Information:
Labor/Workmanship, Equipment, Parts, Materials – Standard (1) One Year _____________ Yes
| If No, Please Explain: |
| _________________________________________________________________________________________________ |
| Asphalt Plant Locations: |
| List all asphalt plant locations, add lines if necessary. |
| Location#1 |
| Location#2 |
| Location#3 |
| Location#4 |
| Subcontractors: | |||
| List all Sub-Contractors and the scopes they will be responsible for, add lines if necessary | |||
| Subcontractor’s Name: | TYPE OF WORK | How many projects has your firm completed with this subcontractor for the type of work indicated? | |
| Sub# 1 | |||
| Sub# 2 | |||
| Sub# 3 |
| Contractor Name::_________________________________________ |
| Signature:__________________________________________ |
| Date: _______________________________________________ |
Sample Project No. 1
| RFP PR9220 - Asphalt and Concrete Services |
| Sample Project No. 1 |
| SECTION 01 |
| SCOPE OF WORK |
PART 1 - GENERAL
| 1.1. Scope of Work: |
| 1.1.1. “Supplier” shall provide all necessary labor, materials, and equipment to mill and repave existing asphalt at 5100 S Alafaya Trail Orlando, FL 32831. The work shall include, but is not necessarily limited to the following: |
| 1.2. Asphalt: |
| 1.2.1. Mill & Re-Pave asphalt pavement. |
| 1.2.1.1. Approximately 785’ x 28’. |
| 1.2.1.2. Contractor shall verify measurements. |
| 1.2.2. Repair any damaged lime rock base. (Lime rock supplied by OUC) |
| 1.2.3. Provide three (3) layers of asphalt to the following thickness: |
| 1.2.3.1. 3-1/2” Asphalt structural / base course |
| 1.2.3.2. 5/8” Friction / Surface Course. |
| 1.2.4. Provide MOT as required. |
| 1.2.5. Provide new striping. (Thermo-reflective). |
| 1.2.6. Provide new road reflectors. |
| 1.2.7. Provide 25 MPH Striping. |
| 1.2.8. Provide raised warning strips. |
| 1.2.9. New asphalt to maintain positive flow to drain/ditch. (No ponding) |
| 1.2.10. All earth berms to be graded back after construction to allow water shed to ditch. |
| 1.2.11. All work shall comply with FDOT standards. |
| END OF SECTION |
| SECTION 02 |
| RESPONSIBILITIES |
PART 2 - GENERAL
| 2.1. “OUC” Responsibilities: |
| 2.1.1. Provide laydown area for materials and equipment on site. |
| 2.1.2. Provide lime rock base as needed. |
| 2.2. “Supplier” Responsibilities: |
| 2.2.1. Employees will be required to provide a government issued ID to gain access to the property. |
| 2.2.2. All “Supplier” employees shall attend the onsite safety training program provided by the Stanton Energy Center. |
| 2.2.3. Long pants, sleeved shirts, steel toe boots, hard hat, safety vest, and safety glasses shall be worn at all times while on property. |
| 2.2.4. All Change orders must be approved prior to any work being completed or materials being ordered. |
| 2.2.5. All work performed by the “Supplier” shall meet all current Local, State and Florida Building Codes. |
| 2.2.6. Provide density test results to Owner. |
| 2.2.7. Clean and remove all debris from job site upon completion of project. |
| 2.2.8. Provide a one (1) year builder’s warranty from all defects in materials and workmanship. |
| END OF SECTION |
| Note: The quantities listed above are estimated for evaluation purposes only. |
Sample Project No. 2
| RFP PR9220 - Asphalt and Concrete Services |
| Sample Project No. 2 |
| Description | Qty | UOM | Rate | Amount |
| Remove Limerock and Dump | 140.56 | SY | ||
| Remove Concrete and Dump | 8 | SY | ||
| Remove Asphalt and Dump | 115 | SY | ||
| Soil Proctor Test | 2 | EA | ||
| Soil Density Test (Sidewalks and Roadway) | 15 | EA | ||
| Short Load Fee | 2 | EA | ||
| Install 6" Curb | 12 | LF | ||
| Install 4" Concrete | 8 | SY | ||
| Install 6" Concrete | 113.33 | SY | ||
| Install 8" Concrete | 27.22 | SY | ||
| Surface Prep for Limerock | 27.22 | SY | ||
| Asphalt Pavement Per 1.5'' Layer | 115 | SY | ||
| Asphalt Pavement Per Additional 0.5" Layer | 115 | SY | ||
| Dump Truck | 8 | HR | ||
| Large Excavator | 16 | HR | ||
| Front End Loader | 16 | HR | ||
| Superintendent | 12 | HR | ||
| Foreman | 16 | HR | ||
| Operator | 16 | HR | ||
| Laborer | 32 | HR | ||
| Total Cost | ||||
| Note: The quantities listed above are estimated for evaluation purposes only. |
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