RFP_PR9220_Attachment_B__Asphalt_and_Concrete_Services_Final.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
Summary
This is an itemized pricing schedule and attachment document for Request for Proposal PR9220 issued by OUC (Orlando Utilities Commission) in Florida for comprehensive asphalt and concrete services. The RFP requests proposals from qualified suppliers to provide labor, materials, equipment, and expertise for a wide range of services including asphalt milling and repaving, concrete pavement installation, sidewalk and curb work, sealcoating, striping, debris removal, brick base removal, and sod restoration across OUC facilities and service territory. The pricing schedule contains 88 line items for standard services plus equipment and personnel rates, with pricing differentiated by project size and work hour classifications (standard versus non-standard hours). Two sample projects are included for evaluation purposes: Sample Project No. 1 involves milling and repaving approximately 785 feet by 28 feet of asphalt pavement at 5100 S Alafaya Trail in Orlando, Florida, including lime rock base repair, three layers of asphalt application, traffic control, new striping, and reflectors; Sample Project No. 2 itemizes specific quantities for removal operations, concrete installation, asphalt paving in multiple layers, and equipment and personnel hours required for execution.
Pricing for all services must include labor, materials, and equipment where applicable, and bidders must complete all workbook sheets and both sample projects as part of their proposals. The RFP offers payment discount options ranging from 1 to 3 percent based on payment timing (10, 15, or 20 net 30 days). Suppliers must provide warranty information covering labor, workmanship, equipment, parts, and materials for a standard one-year term, identify all asphalt plant locations and subcontractors with their assigned scopes of work, and demonstrate prior project experience with identified subcontractors. Contractor employees require government-issued identification for property access, must complete onsite safety training, comply with FDOT standards and all local and state building codes, and provide density test results to the owner. All work is subject to change order approval prior to execution, and contractors must provide one-year builder's warranty coverage upon project completion.
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Other files
| File | Type | Posted |
|---|---|---|
| RFP_PR9220__Addendum_No_2_Final.pdf | ||
| RFP_PR9220_Attachment_B__Asphalt_and_Concrete_Services_Rev_1.xlsx | XLSX spreadsheet | |
| 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 |
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Text version
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 611 Curb | 12 | LF | ||
| Install 411 Concrete | 8 | SY | ||
| Install 611 Concrete | 113.33 | SY | ||
| Install 811 Concrete | 27.22 | SY | ||
| Surface Prep for Limerock | 27.22 | SY | ||
| Asphalt Pavement Per 1.5'' Layer | 115 | SY | ||
| Asphalt Pavement Per Additional 0.511 Layer | 115 | SY | ||
| Asphalt Pavement Per Additional 0.511 Layer | 115 | SY | ||
| Asphalt Pavement Per Additional 0.511 Layer | 115 | SY | ||
| Asphalt Pavement Per Additional 0.511 Layer | 115 | SY | ||
| Asphalt Pavement Per Additional 0.511 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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