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.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

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 ITEMDESCRIPTIONUNIT OF MEASURECOST PER UNIT FOR WORK PERFORMED DURING STANDARD HOURSCOST PER UNIT FOR WORK PERFORMED DURING NON-STANDARD HOURS
Asphalt pavement per 1.5" layer
110 sq. yds. or lesssq. yd.
210.1 to 30 sq. yds.sq. yd.
3Over 30 sq. yardssq. yd.
Asphalt pavement per each add'l. 1/2" layer thickness
410 sq. yds. or lesssq. yd.
510.1 to 30 sq. yds.sq. yd.
6Over 30 sq. yardssq. yd.
Asphalt pavement 1" thickness (overlay)
710 sq. yds. or lesssq. yd.
810.1 to 30 sq. yds.sq. yd.
9Over 30 sq. yardssq. yd.
FC-4 Asphalt Friction Course 1" thickness (overlay)
1010 sq. yds. or lesssq. yd.
1110.1 to 30 sq. yds.sq. yd.
12Over 30 sq. yardssq. yd.
FC-2 Asphalt Friction Course 5/8" thickness (overlay)
1310 sq. yds. or lesssq. yd.
1410.1 to 30 sq. yds.sq. yd.
15Over 30 sq. yardssq. yd.
4" Concrete (Sidewalk or Driveway)
1610 sq. yds. or lesssq. yd.
1710.1 to 20 sq. yds.sq. yd.
18Over 20 sq. yardssq. yd.
19Decorative Concrete panels w/ ribbon, salt rocksq. yd.
6" Concrete (Sidewalk or Driveway)
2010 sq. yds. or lesssq. yd.
2110.1 to 20 sq. yds.sq. yd.
22Over 20 sq. yardssq. yd.
8" Concrete (Sidewalk or Driveway)
2310 sq. yds. or lesssq. yd.
2410.1 to 20 sq. yds.sq. yd.
25Over 20 sq. yardssq. yd.
6" x 16" Straight or Radius Upright Curb
2620 lin. ft. or lesslin. ft.
27Over 20 lin. ft.lin. ft.
2 ft. Curb & Gutter Section or Radius
2820 lin. ft. or lesslin. ft.
29Over 20 lin. ft.lin. ft.
Density Tests: Certified Testing Lab (when required by agency inspector)
30Soil Proctor Testeach
31Soil Density Testeach
8" Concrete Roadway replacement (broom finished)
3210 sq. yds. or lesssq. yd.
33Over 10 sq. yds.sq. yd.
8" Concrete Road Base (unfinished)
3410 sq. yds. or lesssq. yd.
35Over 10 sq. yds.sq. yd.
Surface Prep. For Lime rock
3610 sq. yds. or lesssq. yd.
37Over 10 sq. yds.sq. yd.
8" Lime rock Road Base
3810 sq. yds. or lesssq. yd.
39Over 10 sq. yds.sq. yd.
Limerock Road Base per each add'l. 2" layer thickness
4010 sq. yds. or lesscu. yd.
41Over 10 sq. yds.cu. yd.
42Flowable Fillcu. yd.
Remove Asphalt and Dump
4310 sq. yds. or lesssq. yd.
4410.1 to 20 sq. yds.sq. yd.
4520.1 to 40 sq. yds.sq. yd.
46Over 40 sq. yds.sq. yd.
Milling of Asphalt and Dump
4710 sq. yds. or lesssq. yd.
4810.1 to 20 sq. yds.sq. yd.
`4920.1 to 40 sq. yds.sq. yd.
50Over 40 sq. yds.sq. yd.
Remove Concrete and Dump
5110 sq. yds. or lesssq. yd.
5210.1 to 30 sq. yds.sq. yd.
53Over 30 sq. yardssq. yd.
Remove Lime rock and Dump
5410 sq. yds. or lesssq. yd.
5510.1 to 20 sq. yds.sq. yd.
5620.1 to 40 sq. yds.sq. yd.
57Over 40 sq. yds.sq. yd.
Stripes & Lines - white & yellow (to DOT Standards)
584" Solidlin. ft.
596" Solidlin. ft.
608" Solidlin. ft.
6112" Solidlin. ft.
6218" solidlin. ft.
6324" Solidlin. ft.
646" Skiplin. ft.
65Directional Arroweach
66Messageeach
67Reflective Markereach
68Rail Roadeach
Pavement Striping and Marking
69Thermoplastic 4" Linelin. ft.
70Thermoplastic 6" Linelin. ft.
71Thermoplastic 24" Stop Barlin. ft.
72Thermoplastic Arroweach
Seal Coating
73Seal Coat – 1‑Spray Applicationsq. ft.
74Seal Coat – Spray Application w/ 3-5 lbs. of silica sand per gallon of sealersq. ft.
75Crack Sealing (when specified)lin. ft
76Infrared Pavement Repairsq. ft.
77Surface Prep (Cleaning/Blowing)sq. ft.
Priority Work
78Jobs < $2,500%
79Jobs to include and > $2,500lump sum
Removal of Brick base or underlayment in regards to street restoration (price should include transport of materials)
8010 sq. yds. or lesssq. yd.
8110.1 to 20 sq. yds.sq. yd.
8220.1 to 40 sq. yds.sq. yd.
83Over 40 sq. yds.sq. yd.
84Brick Paver removal and disposaleach load
Sod Restoration
85Sod - St Augustinesq. ft.
86Sod - Bahiasq. ft.
87Sod - Zoysiasq. ft.
88Sod - Bermudasq. 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 ITEMDESCRIPTIONUNIT OF MEASURECOST PER UNIT FOR WORK PERFORMED DURING STANDARD HOURSCOST PER UNIT FOR WORK PERFORMED DURING NON-STANDARD HOURS
Equipment
1Large ExcavatorHR
2Small ExcavatorHR
3Front End LoaderHR
4Skid Steer LoaderHR
5Broom TractorHR
6Roller CompactorHR
7Light TowerHR
8Dump TruckHR
9Street SawHR
10Water TruckHR
11Pick Up TruckHR
Personnel
12SuperintendentHR
13ForemanHR
14OperatorHR
15LaborersHR
16Short 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 WORKHow 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
DescriptionQtyUOMRateAmount
Remove Limerock and Dump140.56SY
Remove Concrete and Dump8SY
Remove Asphalt and Dump115SY
Soil Proctor Test2EA
Soil Density Test (Sidewalks and Roadway)15EA
Short Load Fee2EA
Install 6" Curb12LF
Install 4" Concrete8SY
Install 6" Concrete113.33SY
Install 8" Concrete27.22SY
Surface Prep for Limerock27.22SY
Asphalt Pavement Per 1.5'' Layer115SY
Asphalt Pavement Per Additional 0.5" Layer115SY
Dump Truck8HR
Large Excavator16HR
Front End Loader16HR
Superintendent12HR
Foreman16HR
Operator16HR
Laborer32HR
Total Cost
Note: The quantities listed above are estimated for evaluation purposes only.

File details come from the government source that posted it. Updated .