UPDATED_Exhibit_C_-_Price_Proposal.xlsm
XLSM spreadsheet 206 KB Posted
- Attached to
- Pavement Management Services
- Solicitation number
- IFB-604900-24/LNF
- Issued by
- Seminole County, Florida
About this file
This is a Price Proposal document for Seminole County, Florida's Pavement Management Program Services, specifically an Invitation for Bid (IFB-604900-24/LNF) for road construction products and related materials. The solicitation covers seven service groups including asphalt concrete, sand and seal, milling, striping, miscellaneous items, asphalt materials, and earthwork. The contract allows for multiple vendors to be selected, with work assigned based on quote results. Bidders must be prequalified by the Florida Department of Transportation (FDOT) in Hot Plant-mixed Bituminous Courses and Flexible Paving categories.
The price proposal includes detailed pricing tables with estimated quantities across different job sizes and categories, ranging from 0-50 tons/job to over 4000 tons/job for asphalt services, and similar graduated scales for other groups. The pricing structure covers various specifications like Superpave Asphaltic Concrete, Friction Course, Temporary Pavement Markings, and Earthwork, with unit prices to be determined by bidders. Notably, the document includes provisions for liquidated damages, mobilization charges, maintenance of traffic, and additional services like traffic control officers and utility adjustments. The comprehensive pricing matrix allows for flexible pricing across multiple service levels and job sizes, enabling the county to obtain competitive rates for its pavement management needs.
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Other files
| File | Type | Posted |
|---|---|---|
| Pavement_Management_Services_(Addendum_#10_Revision).pdf | ||
| Material_and_Workmanship_Bond.pdf | ||
| Payment_Bond.pdf | ||
| Draft_Agreement_(IFB-604900-24).pdf | ||
| Performance_Bond.pdf |
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Text version
Part 4 - Price Submittal
| Part 4 |
| Price Submittal |
IFB-XXXXXX-24/XXX - Pavement Management Program
Name of Bidder: Bidder:
Mailing Address:
Street Address:
City/State/Zip:
Phone Number: FAX Number:
E-Mail Address:
| Prusuant to and in compliance with the IFB Documents, the undersigned Bidder agrees to | |
| provide and furnish any and all of the labor, material, tools, equipment, incidentals and | |
| transportation services necessary to complete all of the Work required in connection with the | |
| Bid Documents for the amount hereinafter set forth. Bidder declares that the only persons or | |
| parties interested in this bid as principals are those named herein; that this bid is made without | |
| collusion with any person, firm or corperation; and he proposes and agrees, if the bid is | |
| accepted, that he / she will accept to enter into an Ageement with the COUNTY in the form set | |
| forth in the Purchase Order and solicitation Documents. The cost of the units shall include all | |
| costs, including but not limited to: | |
| General Administrative Overhead, fringe and benefits and profit, all documentation | |
| required for operation, delivery / transportation of unit(s) to the County's delivery | |
| address, indirect costs, i.e., insurance, ect., and indirect labor costs. |
Group I - Asphalt Subtotal: $ - 0
Group II - Sand and Seal in-place Subtotal: $ - 0
Group III - Milling Subtotal: $ - 0
Group IV - Striping Subtotal: $ - 0
Group V - Miscellaneous Items Subtotal: $ - 0
Group VI - Asphalt Materials (materials only) Subtotal: $ - 0
Group VII - Earthwork Subtotal: $ - 0
TOTAL BID: $ - 0
| Performance/Payment/Material-Workmanship Bonds Costs: |
| (Do not include in Unit Costs) |
Group I (Asphalt)
| IFB-XXXXXX-24/XXX - Pavement Management Program Services |
| Road Construction Products & Related Materials |
Group I: Asphalt Concrete and Friction Course in-place
| Pay Item No. | Item Description | 0-50 Tons/Job | 51-400 Tons/Job | 401-2000 Tons/Job | 2001-4000 Tons/Job | Over 4000 Tons/Job | Sum of Extended Costs |
| 334-1-12 | Superpave Asphaltic | Estimated 50 Tons | Estimated 300 Tons | Estimated 1,800 Tons | Estimated 3,800 Tons | Estimated 6,000 Tons | |
| Concrete | |||||||
| Traffic Level B | $ - 0 |
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | |||
| 334-1-13 | Superpave Asphaltic | Estimated 100 Tons | Estimated 600 Tons | Estimated 2,600 Tons | Estimated 6,000 Tons | Estimated 18,000 Tons | |
| Concrete | |||||||
| Traffic Level C | $ - 0 |
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | |||
| 334-1-52 | Superpave Asphaltic | Estimated 50 Tons | Estimated 300 Tons | Estimated 1,800 Tons | Estimated 3,800 Tons | Estimated 6,000 Tons | |
| Concrete | |||||||
| Traffic Level B | $ - 0 | ||||||
| (PG 76-22) | |||||||
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | |||
| 334-1-53 | Superpave Asphaltic | Estimated 100 Tons | Estimated 600 Tons | Estimated 2,600 Tons | Estimated 8,000 Tons | Estimated 20,000 Tons | |
| Concrete | |||||||
| Traffic Level C | $ - 0 | ||||||
| (PG 76-22) | |||||||
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | |||
| 334-1-57 | Superpave Asphaltic | Estimated 80 Tons | Estimated 300 Tons | Estimated 1,800 Tons | Estimated 3,800 Tons | Estimated 6,000 Tons | |
| Concrete | |||||||
| Traffic Level C | $ - 0 | ||||||
| High Polymer | |||||||
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | |||
| 337-7-82 | Asphalt Concrete | Estimated 100 Tons | Estimated 400 Tons | Estimated 2,000 Tons | Estimated 6,000 Tons | Estimated 8,000 Tons | |
| Friction Course | |||||||
| Traffic Level C | $ - 0 | ||||||
| FC-9.5 (PG 76-22) | |||||||
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | |||
| 337-7-83 | Asphalt Concrete | Estimated 100 Tons | Estimated 600 Tons | Estimated 2,600 Tons | Estimated 8,000 Tons | Estimated 20,000 Tons | |
| Friction Course | |||||||
| Traffic Level C | $ - 0 | ||||||
| FC-12.5 (PG 76-22) | |||||||
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 |
| 337-7-85 | Asphalt Concrete | Estimated 50 Tons | Estimated 300 Tons | Estimated 1,800 Tons | Estimated 3,800 Tons | Estimated 6,000 Tons | |
| Friction Course | |||||||
| Traffic Level D | $ - 0 | ||||||
| FC-12.5 (PG 76-22) | |||||||
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | |||
| 337-7-92 | Asphalt Concrete | Estimated 80 Tons | Estimated 300 Tons | Estimated 1,800 Tons | Estimated 3,800 Tons | Estimated 6,000 Tons | |
| Friction Course | |||||||
| Traffic Level C | $ - 0 | ||||||
| FC-9.5 High Polymer | |||||||
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | |||
| 337-7-93 | Asphalt Concrete | Estimated 80 Tons | Estimated 400 Tons | Estimated 1,800 Tons | Estimated 3,800 Tons | Estimated 6,000 Tons | |
| Friction Course | |||||||
| Traffic Level C | $ - 0 | ||||||
| FC-12.5 High Polymer | |||||||
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | |||
| 339-1 | Miscellaneous Asphalt | Estimated 50 Tons | Estimated 200 Tons | ||||
| Pavement | |||||||
| $ - 0 |
| Total: $ .00 | Total: $ .00 | ||
| TOTAL FOR GROUP I | $ - 0 |
Group II (Sand & Seal)
| IFB-604900-24/LNF - Pavement Management Program Services |
| Road Construction Products & Related Materials |
Group II: Sand and Seal in-place
| Pay Item No. | Item Description | 0-1000 SY/Job | 1001-2000 SY/Job | 2001-3000 SY/Job | Over 3000 SY/Job | Sum of Extended Costs |
| 2-1 | Prime and Sand | Estimated 500 SY | Estimated 1500 SY | Estimated 2500 SY | Estimated 3500 SY |
$ - 0
| (Section 916) | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | ||
| 341-1-1 | Asphalt Membrane | Estimated 500 SY | Estimated 1500 SY | Estimated 2500 SY | Estimated 3500 SY | |
| Interlayer | ||||||
| $ - 0 |
| (Section 341) | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | ||
| TOTAL FOR GROUP II | $ - 0 |
Group III (Milling)
| IFB-604900-24/LNF - Pavement Management Program Services | |
| Road Construction Products & Related Materials |
Group III: Milling Existing Asphalt Pavement in-place
| Pay Item No. | Item Description | 0-1000 SY/Job | 1001-2000 SY/Job | 2001-3000 SY/Job | Over 3000 SY/Job | Sum of Extended Costs |
| 327-70-A | Milling Existing Asphalt Pvmt. | Estimated 1,000 SY | Estimated 2,000 SY | Estimated 8,000 SY | Estimated 30,000 SY | |
| (Contractor's Plant) | ||||||
| Milled Material becomes | $ - 0 | |||||
| property of the Contractor | ||||||
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | |||
| 327-70-B | Milling Existing Asphalt Pvmt. | Estimated 1,000 SY | Estimated 3,000 SY | Estimated 10,000 SY | Estimated 40,000 SY | |
| (Yankee Lake Yard) | ||||||
| Milled Matlerial delivered to: | $ - 0 | |||||
| 501 Yankee Lake Rd. | ||||||
| Sanford FL, 32771 | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | ||
| 327-70-C | Milling Existing Asphalt Pvmt. | Estimated 1,000 SY | Estimated 4,000 SY | Estimated 12,000 SY | Estimated 50,000 SY | |
| (Oviedo Yard) | ||||||
| Milled Material delivered to: | $ - 0 | |||||
| 1620 N. County Rd 426 | ||||||
| Oviedo, FL 32765 | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | ||
| 327-70-D | Milling Existing Asphalt Pvmt. | Estimated 1,000 SY | Estimated 2,000 SY | Estimated 6,000 SY | Estimated 20,000 SY | |
| (5 Points Yard) | ||||||
| Milled Material delivered to: | $ - 0 | |||||
| 4170 S. Orlando Drive | ||||||
| Sanford FL, 32773 | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | ||
| 327-70-E | Milling Existing Asphalt Pvmt. | Estimated 1,000 SY | Estimated 2,000 SY | Estimated 4,000 SY | Estimated 10,000 SY | |
| (Relocate) | ||||||
| Milled Material delivered to: | $ - 0 | |||||
| Location within 5 miles of | ||||||
| Project Limits | Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | ||
| TOTAL FOR GROUP III | $ - 0 |
Group IV (Striping)
| IFB-604900-24/LNF - Pavement Management Program Services |
| Road Construction Products & Related Materials |
Group IV: Temporary Pavement Marking in-place
| Pay Item No. | Item Description | Estimated Qty. | Units | Unit Cost | Sum of Extended Cost |
| 102-78 | Temporary Retroreflective Pavement Markers | 2,000 | EA | $ - 0 | |
| 102-911-2 | Removable Tape, White/Black, Solid, 6" | 1,000 | LF | $ - 0 | |
| 102-912-2 | Removable Tape, Yellow, Solid, 6" | 1,000 | LF | $ - 0 | |
| 710-11-121 | Temporary Pavement Markings, Paint, White, Solid, 6" | 20,000 | LF | $ - 0 | |
| 710-11-123 | Temporary Pavement Markings, Paint, White, Solid, 12" | 4,000 | LF | $ - 0 | |
| 710-11-125 | Temporary Pavement Markings, Paint, White, Solid, 24" | 2,000 | LF | $ - 0 | |
| 710-11-221 | Temporary Pavement Markings, Paint, Yellow, Solid, 6" | 30,000 | LF | $ - 0 | |
| 710-11-224 | Temporary Pavement Markings, Paint, Yellow, Solid, 18" | 2,000 | LF | $ - 0 | |
| 710-11-160-B | Temporary Pavement Markings, Paint, White, Message, "SCHOOL" | 20 | EA | $ - 0 | |
| 710-11-160-C | Temporary Pavement Markings, Paint, White, Message, "MERGE" | 5 | EA | $ - 0 | |
| 710-11-160-E | Temporary Pavement Markings, Paint, White, Message, "RIGHT" | 10 | EA | $ - 0 | |
| 710-11-160-F | Temporary Pavement Markings, Paint, White, Message, "TRIAL" | 5 | EA | $ - 0 | |
| 710-11-160-G | Temporary Pavement Markings, Paint, White, Message, "XING" | 5 | EA | $ - 0 | |
| 710-11-160-H | Temporary Pavement Markings, Paint, White, Message, "LEFT" | 10 | EA | $ - 0 | |
| 710-11-160-J | Temporary Pavement Markings, Paint, White, Message, "TURN" | 5 | EA | $ - 0 | |
| 710-11-160-K | Temporary Pavement Markings, Paint, White, Message, "LANE" | 5 | EA | $ - 0 | |
| 710-11-160-L | Temporary Pavement Markings, Paint, White, Message, "ONLY" | 10 | EA | $ - 0 | |
| 710-11-160-P | Temporary Pavement Markings, Paint, White, Message, "RXR" | 20 | EA | $ - 0 | |
| 710-11-170 | Temporary Pavement Markings, Paint, White, Arrow (Single) | 50 | EA | $ - 0 | |
| 710-11-170-A | Temporary Pavement Markings, Paint, White, Arrow (Turn & Thru) | 10 | EA | $ - 0 | |
| 710-11-180 | Temporary Pavement Markings, Paint, White, Yeild Line | 10 | LF | $ - 0 | |
| $ - 0 |
Group V (Miscellaneous)
| IFB-904900-24/LNF - Pavement Management Program Services |
| Road Construction Products & Related Materials |
Group V: Misc. Items - LD's, Mobilization, MOT, Traffic Control Officer, PCMS, Rework Exist. Asph., Utility Valve & MH Adjust, Asph. Curb
| Pay Item No. | Description | Quantity | Sum of Extended Cost |
| 5-1 | Liquidated Damages LD (For Major Roads) | Estimated 1 Each per Project | |
| (For use on Projects having a defined number of contract days for time of | -1,500.00 ED | Do Not Include this Item in Bid Total | |
| completion as advertised in the individual bid solicitation for that Project.) | Total: -$1,500.00 | ||
| 5-2 | Liquidated Damages LD (For Minor Streets/Roads) | Estimated 1 Each per Project | |
| (For use on Projects having a defined number of contract days for time of | -1,000.00 ED | Do Not Include this Item in Bid Total | |
| completion as advertised in the individual bid solicitation for that Project.) | Total: -$1,000.00 | ||
| 5-3 | Liquidated Damages LD (For non-compliance of the 30-day time frame for completion of Punch List ) | Estimated 1 Each per Project | |
| -1,000.00 ED | Do Not Include this Item in Bid Total | ||
| (For use on Projects having a defined number of contract days for time of | Total: -$1,000.00 | ||
| completion as advertised in the individual bid solicitation for that Project.) | |||
| 101-1 | Mobilization Charge (not to exceed 5% of contract total) | Estimated 1 Each per Project | |
| Includes all Labor, Equipment and Materials. | Not to Exceed 5% of Contract Total | Do Not Include this Item in Bid Total |
| 101-2 | Mobilization Charge for 24-hour Emergency Response. | Estimated 1 EA per Responce | |
| Includes all Labor, Equipment and Materials | $ - 0 |
| 102-1 | Maintenance of Traffic | |
| Includes all Labor, Equipment and Materials. | $ - 0 | |
| (not to exceed $2,000 per day) | ||
| 102-14 | Traffic Control Officer | |
| 2 Hours Minimum + Travel Time | $ - 0 |
| 102-99 | Portable Changeable Message Sign | Estimated 1,000 ED | |
| $ - 0 |
| 324-1 | Rework Existing Asphalt Pavement | Estimated 800 SY | |
| Using Indirect Heat | $ - 0 |
| 425-6 | Water Valve or Similar Cover Adjustment | Estimated 25 EA | |
| $ - 0 |
| 425-6A | Manhole Ring Adjustment | Estimated 25 EA | |
| $ - 0 |
| 525-1 | Asphaltic Concrete Curb | Estimated 500 LF | |
| $ - 0 |
| 5-4 | Asphalt Speed Cushion | Estimated 25 EA | |
| $ - 0 |
TOTAL FOR GROUP V $ - 0
Group VI (Asphalt Materials)
| IFB-604900-24/LNF - Pavement Management Program Services |
| Road Construction Products & Related Materials |
Group VI: Asphalt Materials - FOB @ Plant and FOB to Job Site
| Pay Item No. | Description | FOB Plant | FOB Job Site | Sum of Extended Cost |
| 6-1 | SP-12.5 Hot Mix Asphaltic Concrete | Estimated 1000 Tons | Estimated 200 Tons | |
| Traffic Level C | $ - 0 | |||
| (Section 334) | Total: $ .00 | Total: $ .00 | ||
| 6-2 | SP-9.5 Hot Mix Asphaltic Concrete | Estimated 1000 Tons | Estimated 200 Tons | |
| Traffic Level C | $ - 0 | |||
| (Section 334) | Total: $ .00 | Total: $ .00 | ||
| 6-3 | Asphalt Concrete Friction Course | Estimated 200 Tons | Estimated 200 Tons | |
| Traffic Level C | $ - 0 | |||
| FC-12.5 (PG 76-22) (Section 337) | Total: $ .00 | Total: $ .00 | ||
| 6-4 | Asphalt Concrete Friction Course | Estimated 200 Tons | Estimated 200 Tons | |
| Traffic Level C | $ - 0 | |||
| FC-9.5 (PG 76-22) (Section 337) | Total: $ .00 | Total: $ .00 | ||
| 6-5 | Asphalt Milling Material | Estimated 500 Tons | Estimated 500 Tons | |
| $ - 0 | ||||
| Total: $ .00 | Total: $ .00 | |||
| 6-6 | Tack Type RS-1/RS-2 | Estimated 1000 Gallons | ||
| $ - 0 | ||||
| (Section 300) | Total: $ .00 | |||
| TOTAL FOR GROUP VI | $ - 0 |
Group VII (Earthwork)
| IFB-604900-24/LNF - Pavement Management Program Services |
| Road Construction Products & Related Materials |
Group VII: Earthwork
| Pay Item No. | Description | 0-50 CY/Job | 51-100 CY/Job | 101-500 CY/Job | Over 500 CY/Job | Sum of Extended Cost |
| 120-1 | Regular Excavation | Estimated 50 CY | Estimated 100 CY | Estimated 500 CY | Estimated 800 CY |
$ - 0
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | ||
| 120-6 | Embankment | Estimated 50 CY | Estimated 100 CY | Estimated 500 CY | Estimated 800 CY |
$ - 0
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | ||
| 121-70 | Flowable Fill | Estimated 50 CY | Estimated 100 CY |
$ - 0
| Total: $ .00 | Total: $ .00 | |||||
| Pay Item No. | Description | 0-500 SY/Job | 501-1000 SY/Job | 1001-1500 SY/Job | Over 1500 SY/Job | |
| 160-4 | 12 " Type B Stabilization | Estimated 500 SY | Estimated 2000 SY | Estimated 3000 SY | Estimated 4000 SY | |
| LBR 40 | ||||||
| $ - 0 |
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | |||
| 285-701 | Base Group 01 | Estimated 500 SY | Estimated 1000 SY | Estimated 1500 SY | Estimated 2000 SY | |
| (4" Limerock LBR 100) | ||||||
| $ - 0 |
Total: $ .00 Total: $ .00 Total: $ .00 Total: $ .00
| Pay Item No. | Description | 0-500 SY/Job | 501-1000 SY/Job | 1001-1500 SY/Job | Over 1500 SY/Job | |
| 285-706 | Base Group 06 | Estimated 500 SY | Estimated 1000 SY | Estimated 1500 SY | Estimated 2000 SY | |
| (8" Limerock LBR 100) | ||||||
| $ - 0 |
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | |||
| 285-709-A | Base Group 09 | Estimated 500 SY | Estimated 1000 SY | Estimated 1500 SY | Estimated 2000 SY | |
| (10" Limerock LBR 100) | ||||||
| $ - 0 |
Total: $ .00 Total: $ .00 Total: $ .00 Total: $ .00
| 285-709-B | Base Group 09 | Estimated 500 SY | Estimated 2000 SY | Estimated 3000 SY | Estimated 4000 SY | |
| (6'' Type B-12.5) | ||||||
| $ - 0 |
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | ||
| 570-1-2 | Performance Turf, Sod | Estimated 500 SY | Estimated 1000 SY | Estimated 1500 SY | Estimated 2000 SY |
$ - 0
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | ||
| 577-70 | Shoulder Rework | Estimated 500 SY | Estimated 1000 SY | Estimated 1500 SY | Estimated 2000 SY |
$ - 0
| Total: $ .00 | Total: $ .00 | Total: $ .00 | Total: $ .00 | ||
| TOTAL FOR GROUP VII | $ - 0 |
Bid Totals
| IFB-604900-24/LNF - Pavement Management Program Services |
| Road Construction Products & Related Materials |
Totals: Group I thru VII
| Group No. | Group Description | Totals | |
| Group I | Asphalt Concrete and Friction Course in-place | $ - 0 | $ - 0 |
| Group II | Sand and Seal in-place | $ - 0 | |
| Group III | Milling Existing Asphalt Pavement in-place | $ - 0 | |
| Group IV | Temporary Pavement Marking in-place | $ - 0 | |
| Group V | Misc. Items - LD's, MOB, MOT, Traffic Control Officer, PCMS, Valve & MH Adjust, Asph. Curb,Speed Cushion | $ - 0 | |
| Group VI | Asphalt Materials - FOB @ Plant and FOB to Job Site | $ - 0 | |
| Group VII | Earthwork | $ - 0 | |
| TOTAL GROUP I THRU VII | $ - 0 |
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