A_-_25-18-ITB_-_Attachment_C_-_Electronic_Price_Sheet.xlsx
XLSX spreadsheet 141 KB Posted
- Solicitation number
- 25-18-ITB
- Issued by
- Indian River County, Florida
About this file
This document is an Electronic Price Sheet for Invitation to Bid (ITB) 25-18-ITB issued by the Procurement Division of the City of Sebastian, Florida, for Citywide Pavement Maintenance and Rehabilitative Services. The bid covers comprehensive roadway maintenance services including chip seal, fog seal, cape seal, micro-surfacing, in-place recycling, and related pavement rehabilitation techniques. The pricing sheet provides unit pricing for various service categories across different project size ranges (0-25,000 square yards, 25,001-50,000 square yards, 50,001-100,000 square yards, and over 100,000 square yards), with quantities listed for evaluation purposes. The contract will have an initial two-year term with potential for two additional one-year renewals, and services will be performed on an as-needed basis through individual purchase orders.
The electronic price sheet allows bidders to provide all-inclusive unit pricing that covers labor, travel, supervision, equipment, and overhead costs. Pricing is structured across multiple pavement maintenance categories including chip seal (single, double, and triple), fog seal, cape seal, micro-surfacing, in-place recycling, and additional services like rut filling and base material preparation. Contractors are required to self-perform at least 40% of the work and must be Florida Department of Transportation (FDOT) prequalified. The bid requires a substantial performance and payment bond of $1,000,000 and comprehensive insurance coverage. Liquidated damages of $500 per calendar day will be assessed for failure to complete work by the specified substantial completion date, with funding available on an as-needed basis depending on the City of Sebastian's infrastructure maintenance requirements.
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CHIP SEAL & FOG SEAL
| Bid #:25-18-ITB |
| Bid Title: Pavement Maintenance and Rehabilitative Services |
Bid line item prices shall be a “all-inclusive” to include, but not limited to, all labor, travel, supervision, equipment, and overhead costs.
Note: Quantities listed are for evaluation purposes.
The Price Per Unit will be used for all Purchase Orders/Task Orders.
| Item No. | Description | Quantity | Unit of Measure | Price Per Unit | Extended Price |
| CHIP SEAL / FOG SEAL | |||||
| 1 | Single Chip (Number 89 Stone) - 0-25,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 2 | Single Chip (Number 89 Stone) - 25,001-50,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 3 | Single Chip (Number 89 Stone) - 50,001-100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 4 | Single Chip (Number 89 Stone) - Over 100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 5 | Double Chip (Number 57 & 89 Stone) - 0-25,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 6 | Double Chip (Number 57 & 89 Stone) - 25,001-50,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 7 | Double Chip (Number 57 & 89 Stone) - 50,001-100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 8 | Double Chip (Number 57 & 89 Stone) - Over 100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 9 | Triple Chip Seal - 0-25,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 10 | Triple Chip Seal - 25,001-50,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 11 | Triple Chip Seal - 50,001-100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 12 | Triple Chip Seal - Over 100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 13 | Fog Seal - 0-25,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 14 | Fog Seal - 25,001-50,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 15 | Fog Seal - 50,001-100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 16 | Fog Seal - Over 100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| Subtotal - CHIP SEAL / FOG SEAL | $ - 0 |
| CHIP SEAL / FOG SEAL - SUBTOTAL | $ - 0 |
| CAPE SEAL - SUBTOTAL | $ - 0 |
| MICRO-SURFACING - SUBTOTAL | $ - 0 |
| IN-PLACE RECYCLING - SUBTOTAL | $ - 0 |
| ASPHALT - SUBTOTAL | $ - 0 |
| ASPHALT REJUVENATION - SUBTOTAL | $ - 0 |
| CRACK SEALING - SUBTOTAL | $ - 0 |
| PAVEMENT MARKINGS - SUBTOTAL | $ - 0 |
| MAINTENANCE OF TRAFFIC - SUBTOTAL | $ - 0 |
| MOBILIZATION - SUBTOTAL | $ - 0 |
| Grand Total (Basis of Award) | $ - 0 |
&"Arial,Regular"&9&UProcurement Division &"Arial,Regular"&9 &U1225 Main Street, Sebastian, FL 32958 &"Arial,Regular"&9&UPhone: 772-388-8231
CAPE SEAL
Bid #:25-18-ITB Bid Title: Pavement Maintenance and Rehabilitative Services
| Bid #:25-18-ITB |
| Bid Title: Pavement Maintenance and Rehabilitative Services |
Bid line item prices shall be a “all-inclusive” to include, but not limited to, all labor, travel, supervision, equipment, and overhead costs.
Note: Quantities listed are for evaluation purposes.
The Price Per Unit will be used for all Purchase Orders/Task Orders.
| Item No. | Description | Quantity | Unit of Measure | Price Per Unit | Extended Price |
| CAPE SEAL | |||||
| 1 | Cape Seal - 0-25,000 | 1 | SY | $ - 0 | $ - 0 |
| 2 | Cape Seal - 25,001-50,000 | 1 | SY | $ - 0 | $ - 0 |
| 3 | Cape Seal - 50,001-100,000 | 1 | SY | $ - 0 | $ - 0 |
| 4 | Cape Seal - Over 100,000 | 1 | SY | $ - 0 | $ - 0 |
| Subtotal - CAPE SEAL | $ - 0 |
&"Arial,Regular"&9&UProcurement Division &"Arial,Regular"&9 &U1225 Main Street, Sebastian, FL 32958 &"Arial,Regular"&9&UPhone: 772-388-8231
MICRO-SURFACING
| Bid #:25-18-ITB |
| Bid Title: Pavement Maintenance and Rehabilitative Services |
Bid line item prices shall be a “all-inclusive” to include, but not limited to, all labor, travel, supervision, equipment, and overhead costs.
Note: Quantities listed are for evaluation purposes.
The Price Per Unit will be used for all Purchase Orders/Task Orders.
| Item No. | Description | Quantity | Unit of Measure | Price Per Unit | Extended Price |
| MICRO-SURFACING | |||||
| 1 | Double Micro - 0-25,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 2 | Double Micro - 25,001-50,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 3 | Double Micro - 50,001-100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 4 | Double Micro - Over 100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 5 | Single Micro - 0-25,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 6 | Single Micro - 25,001-50,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 7 | Single Micro - 50,001-100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 8 | Single Micro - Over 100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 9 | Rut Filling (Leveling) - 0-25,000 Tons | 1 | Tons | $ - 0 | $ - 0 |
| 10 | Rut Filling (Leveling) - 25,001-50,000 Tons | 1 | Tons | $ - 0 | $ - 0 |
| 11 | Rut Filling (Leveling) - 50,001-100,000 Tons | 1 | Tons | $ - 0 | $ - 0 |
| 12 | Rut Filling (Leveling) - Over 100,000 Tons | 1 | Tons | $ - 0 | $ - 0 |
| Subtotal - MICRO-SURFACING | $ - 0 |
&"Arial,Regular"&9&UProcurement Division &"Arial,Regular"&9 &U1225 Main Street, Sebastian, FL 32958 &"Arial,Regular"&9&UPhone: 772-388-8231
IN-PLACE RECYCLING
| Bid #:25-18-ITB |
| Bid Title: Pavement Maintenance and Rehabilitative Services |
Bid line item prices shall be a “all-inclusive” to include, but not limited to, all labor, travel, supervision, equipment, and overhead costs.
Note: Quantities listed are for evaluation purposes.
The Price Per Unit will be used for all Purchase Orders/Task Orders.
| Item No. | Description | Quantity | Unit of Measure | Price Per Unit | Extended Price |
| IN-PLACE RECYCLING - RECONSTRUCTION (FULL DEPTH RECLAMATION) | |||||
| 1 | Pulverization - 0-25,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 2 | Pulverization - 25,001-50,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 3 | Pulverization - 50,001-100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 4 | Pulverization - Over 100,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 5 | Cement - Cement Treated Base - 0-25,000 Tons | 1 | Tons | $ - 0 | $ - 0 |
| 6 | Cement - Cement Treated Base - 25,001-50,000 Tons | 1 | Tons | $ - 0 | $ - 0 |
| 7 | Cement - Cement Treated Base - 50,001-100,000 Tons | 1 | Tons | $ - 0 | $ - 0 |
| 8 | Cement - Cement Treated Base - Over 100,000 Tons | 1 | Tons | $ - 0 | $ - 0 |
| 9 | Asphaltic Cement - Foamed Asphalt Base - 0-25,000 Gallons | 1 | Gallons | $ - 0 | $ - 0 |
| 10 | Asphaltic Cement - Foamed Asphalt Base - 25,001-50,000 Gallons | 1 | Gallons | $ - 0 | $ - 0 |
| 11 | Asphaltic Cement - Foamed Asphalt Base - 50,001-100,000 Gallons | 1 | Gallons | $ - 0 | $ - 0 |
| 12 | Asphaltic Cement - Foamed Asphalt Base - Over 100,000 Gallons | 1 | Gallons | $ - 0 | $ - 0 |
| 13 | Asphaltic Emulsion - Emulsion Treated Base - 0-25,000 Gallons | 1 | Gallons | $ - 0 | $ - 0 |
| 14 | Asphaltic Emulsion - Emulsion Treated Base - 25,001-50,000 Gallons | 1 | Gallons | $ - 0 | $ - 0 |
| 15 | Asphaltic Emulsion - Emulsion Treated Base - 50,001-100,000 Gallons | 1 | Gallons | $ - 0 | $ - 0 |
| 16 | Asphaltic Emulsion - Emulsion Treated Base - Over 100,000 Gallons | 1 | Gallons | $ - 0 | $ - 0 |
| 17 | Added Rap or Aggregates - 0-25,000 Tons | 1 | Tons | $ - 0 | $ - 0 |
| 18 | Added Rap or Aggregates - 25,001-50,000 Tons | 1 | Tons | $ - 0 | $ - 0 |
| 19 | Added Rap or Aggregates - 50,001-100,000 Tons | 1 | Tons | $ - 0 | $ - 0 |
| 20 | Added Rap or Aggregates - Over 100,000 Tons | 1 | Tons | $ - 0 | $ - 0 |
| 21 | Excavation for Widening/Unsuitable Materials - 0-25,000 CY | 1 | CY | $ - 0 | $ - 0 |
| 22 | Excavation for Widening/Unsuitable Materials - 25,001-50,000 CY | 1 | CY | $ - 0 | $ - 0 |
| 23 | Excavation for Widening/Unsuitable Materials - 50,001-100,000 CY | 1 | CY | $ - 0 | $ - 0 |
| 24 | Excavation for Widening/Unsuitable Materials - Over 100,000 CY | 1 | CY | $ - 0 | $ - 0 |
| 25 | General Use Optional Base Material - 0-25,000 CY | 1 | CY | $ - 0 | $ - 0 |
| 26 | General Use Optional Base Material - 25,001-50,000 CY | 1 | CY | $ - 0 | $ - 0 |
| 27 | General Use Optional Base Material - 50,001-100,000 CY | 1 | CY | $ - 0 | $ - 0 |
| 28 | General Use Optional Base Material - Over 100,000 CY | 1 | CY | $ - 0 | $ - 0 |
| 29 | Shoulder Rework - 0'-4' (width) LF | 1 | LF | $ - 0 | $ - 0 |
| 30 | Shoulder Rework - <4' to 6' (width) LF | 1 | LF | $ - 0 | $ - 0 |
| 31 | Shoulder Rework - <6' to 10' (width) LF | 1 | LF | $ - 0 | $ - 0 |
| 32 | Shoulder Rework - <10' (width) LF | 1 | LF | $ - 0 | $ - 0 |
| 33 | Milling 1-2” - 0-1,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 34 | Milling 1-2” - 1,001-5,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 35 | Milling 1-2” - 5,001-10,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 36 | Milling 1-2” - 10,001-25,000 SY | 1 | SY | $ - 0 | $ - 0 |
| 37 | Milling 1-2” - Over 25,001 SY | 1 | SY | $ - 0 | $ - 0 |
| Subtotal - IN-PLACE RECYCLING | $ - 0 |
&"Arial,Regular"&9&UProcurement Division &"Arial,Regular"&9&U 1225 Main Street, Sebastian, FL 32958 &"Arial,Regular"&9&UPhone: 772-388-8231
ASPHALT
| Bid #:25-18-ITB |
| Bid Title: Pavement Maintenance and Rehabilitative Services |
Bid line item prices shall be a “all-inclusive” to include, but not limited to, all labor, travel, supervision, equipment, and overhead costs.
Note: Quantities listed are for evaluation purposes.
The Price Per Unit will be used for all Purchase Orders/Task Orders.
| Item No. | Description | Quantity | Unit of Measure | Price Per Unit | Extended Price |
| 334 SUPERPAVE ASPHALT CONCRETE | |||||
| 1 | 9.5 S.P. Traffic Level C - 0-100 Ton | 1 | Ton | $ - 0 | $ - 0 |
| 2 | 9.5 S.P. Traffic Level C - 100-500 Ton | 1 | Ton | $ - 0 | $ - 0 |
| 3 | 9.5 S.P. Traffic Level C - 501-1,000 Ton | 1 | Ton | $ - 0 | $ - 0 |
| 4 | 9.5 S.P. Traffic Level C - 1,001-5,000 Ton | 1 | Ton | $ - 0 | $ - 0 |
| 5 | 9.5 S.P. Traffic Level C - Over 5,001 Ton | 1 | Ton | $ - 0 | $ - 0 |
| 6 | 12.5 S.P. Traffic Level C - 0-100 Ton | 1 | Ton | $ - 0 | $ - 0 |
| 7 | 12.5 S.P. Traffic Level C - 101-500 Ton | 1 | Ton | $ - 0 | $ - 0 |
| 8 | 12.5 S.P. Traffic Level C - 501-1,000 Ton | 1 | Ton | $ - 0 | $ - 0 |
| 9 | 12.5 S.P. Traffic Level C - 1,001-5,000 Ton | 1 | Ton | $ - 0 | $ - 0 |
| 10 | 12.5 S.P. Traffic Level C - Over 5,001 Ton | 1 | Ton | $ - 0 | $ - 0 |
| Subtotal - ASPHALT | $ - 0 |
&"Arial,Regular"&9&UProcurement Division &"Arial,Regular"&9&U 1225 Main Street, Sebastian, FL 32958 &"Arial,Regular"&9&UPhone: 772-388-8231
ASPHALT REJUVENATION
| Bid #:25-18-ITB |
| Bid Title: Pavement Maintenance and Rehabilitative Services |
Bid line item prices shall be a “all-inclusive” to include, but not limited to, all labor, travel, supervision, equipment, and overhead costs.
Note: Quantities listed are for evaluation purposes.
The Price Per Unit will be used for all Purchase Orders/Task Orders.
| Item No. | Description | Quantity | Unit of Measure | Price Per Unit | Extended Price |
| ASPHALT REJUVENATION | |||||
| 1 | Rejuvenation - 0-1,000 SY | 10 | SY | $ - 0 | $ - 0 |
| 2 | Rejuvenation - 1,001-5,000 SY | 10 | SY | $ - 0 | $ - 0 |
| 3 | Rejuvenation - 5,001-25,000 SY | 10 | SY | $ - 0 | $ - 0 |
| 4 | Rejuvenation -25,001-50,000 SY | 10 | SY | $ - 0 | $ - 0 |
| 5 | Rejuvenation - Over 50,000 SY | 10 | SY | $ - 0 | $ - 0 |
| 6 | Test Core Removal - 0-1,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 7 | Test Core Removal - 1,001-5,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 8 | Test Core Removal - 5,001-25,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 9 | Test Core Removal - 25,001-50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 10 | Test Core Removal - Over 50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 11 | Test Core Laboratory Analysis - 0-1,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 12 | Test Core Laboratory Analysis - 1,001-5,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 13 | Test Core Laboratory Analysis - 5,001-25,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 14 | Test Core Laboratory Analysis - 25,001-50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 15 | Test Core Laboratory Analysis - Over 50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 16 | Rejuvenation (including Titanium Dioxide) - 0-1,000 SY | 10 | SY | $ - 0 | $ - 0 |
| 17 | Rejuvenation (including Titanium Dioxide) - 1,001-5,000 SY | 10 | SY | $ - 0 | $ - 0 |
| 18 | Rejuvenation (including Titanium Dioxide) - 5,001-25,000 SY | 10 | SY | $ - 0 | $ - 0 |
| 19 | Rejuvenation (including Titanium Dioxide) - 25,001-50,000 SY | 10 | SY | $ - 0 | $ - 0 |
| 20 | Rejuvenation (including Titanium Dioxide) - Over 50,000 SY | 10 | SY | $ - 0 | $ - 0 |
| 21 | Field Core Removal - 0-1,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 22 | Field Core Removal - 1,001-5,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 23 | Field Core Removal - 5,001-25,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 24 | Field Core Removal - 25,001-50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 25 | Field Core Removal - Over 50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 26 | Field Core Laboratory Analysis - Viscosity - 0-1,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 27 | Field Core Laboratory Analysis - Viscosity - 1,001-5,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 28 | Field Core Laboratory Analysis - Viscosity - 5,001-25,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 29 | Field Core Laboratory Analysis - Viscosity - 25,001-50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 30 | Field Core Laboratory Analysis - Viscosity - Over 50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 31 | Field Core Laboratory Analysis - Titanium Dioxide Penetration - 0-1,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 32 | Field Core Laboratory Analysis - Titanium Dioxide Penetration - 1,001-5,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 33 | Field Core Laboratory Analysis - Titanium Dioxide Penetration - 5,001-25,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 34 | Field Core Laboratory Analysis - Titanium Dioxide Penetration - 25,001-50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 35 | Field Core Laboratory Analysis - Titanium Dioxide Penetration - Over 50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 36 | Field Core Laboratory Analysis - Titanium Dioxide NO2 Reduction - 0-1,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 37 | Field Core Laboratory Analysis - Titanium Dioxide NO2 Reduction - 1,001-5,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 38 | Field Core Laboratory Analysis - Titanium Dioxide NO2 Reduction - 5,001-25,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 39 | Field Core Laboratory Analysis - Titanium Dioxide NO2 Reduction - 25,001-50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 40 | Field Core Laboratory Analysis - Titanium Dioxide NO2 Reduction - Over 50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 41 | Field Core Laboratory Analysis - Titanium Dioxide Solar Reflectance Index (SRI) - 0-1,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 42 | Field Core Laboratory Analysis - Titanium Dioxide Solar Reflectance Index (SRI) - 1,001-5,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 43 | Field Core Laboratory Analysis - Titanium Dioxide Solar Reflectance Index (SRI) - 5,001-25,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 44 | Field Core Laboratory Analysis - Titanium Dioxide Solar Reflectance Index (SRI) - 25,001-50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| 45 | Field Core Laboratory Analysis - Titanium Dioxide Solar Reflectance Index (SRI) - Over 50,000 EA | 10 | EA | $ - 0 | $ - 0 |
| Subtotal - ASPHALT REJUVENATION | $ - 0 |
&"Arial,Regular"&9&UProcurement Division &"Arial,Regular"&9 &U1225 Main Street, Sebastian, FL 32958 &"Arial,Regular"&9&UPhone: 772-388-8231
CRACK SEALING
| Bid #:25-18-ITB |
| Bid Title: Pavement Maintenance and Rehabilitative Services |
Bid line item prices shall be a “all-inclusive” to include, but not limited to, all labor, travel, supervision, equipment, and overhead costs.
Note: Quantities listed are for evaluation purposes.
The Price Per Unit will be used for all Purchase Orders/Task Orders.
| Item No. | Description | Quantity | Unit of Measure | Price Per Unit | Extended Price |
| CRACK SEALING | |||||
| 1 | Crack Sealant - 0-500 Gallon | 1 | Gallon | $ - 0 | $ - 0 |
| 2 | Crack Sealant - 501-1,000 Gallon | 1 | Gallon | $ - 0 | $ - 0 |
| 3 | Crack Sealant - 1,001-5,000 Gallon | 1 | Gallon | $ - 0 | $ - 0 |
| 4 | Crack Sealant - 5,001-10,000 Gallon | 1 | Gallon | $ - 0 | $ - 0 |
| 5 | Crack Sealant - Over 10,000 Gallon | 1 | Gallon | $ - 0 | $ - 0 |
| Subtotal - CRACK SEALING | $ - 0 |
&"Arial,Regular"&9&UProcurement Division &"Arial,Regular"&9 &U1225 Main Street, Sebastian, FL 32958 &"Arial,Regular"&9&UPhone: 772-388-8231
PAVEMENT MARKINGS
| Bid #:25-18-ITB |
| Bid Title: Pavement Maintenance and Rehabilitative Services |
Bid line item prices shall be a “all-inclusive” to include, but not limited to, all labor, travel, supervision, equipment, and overhead costs.
Note: Quantities listed are for evaluation purposes.
The Price Per Unit will be used for all Purchase Orders/Task Orders.
| Item No. | Description | Quantity | Unit of Measure | Price Per Unit | Extended Price |
| PAVEMENT MARKINGS | |||||
| WHITE - SOLID | |||||
| 1 | 4" | 10 | GM | $ - 0 | $ - 0 |
| 2 | 6" | 10 | GM | $ - 0 | $ - 0 |
| 3 | 8" | 10 | LF | $ - 0 | $ - 0 |
| 4 | 12" | 10 | LF | $ - 0 | $ - 0 |
| 5 | 18" | 10 | LF | $ - 0 | $ - 0 |
| 6 | 24" | 10 | LF | $ - 0 | $ - 0 |
| WHITE - SKIP | |||||
| 6 | 4" | 10 | GM | $ - 0 | $ - 0 |
| 7 | 6" | 10 | GM | $ - 0 | $ - 0 |
| YELLOW - SOLID | |||||
| 8 | 4" | 10 | GM | $ - 0 | $ - 0 |
| 9 | 6" | 10 | GM | $ - 0 | $ - 0 |
| 10 | 8" | 10 | LF | $ - 0 | $ - 0 |
| 11 | 12" | 10 | LF | $ - 0 | $ - 0 |
| 12 | 18" | 10 | LF | $ - 0 | $ - 0 |
| YELLOW - SKIP | |||||
| 13 | 4" | 10 | GM | $ - 0 | $ - 0 |
| 14 | 6" | 10 | GM | $ - 0 | $ - 0 |
| YELLOW - DOUBLE | |||||
| 15 | 4" | 10 | GM | $ - 0 | $ - 0 |
| 16 | 6" | 10 | GM | $ - 0 | $ - 0 |
| AUDIBLE AND VIBRATORY PAVEMENT MARKINGS | |||||
| 17 | Yellow - Skip 4" | 10 | GM | $ - 0 | $ - 0 |
| 18 | Yellow - Skip 6" | 10 | GM | $ - 0 | $ - 0 |
| 19 | White - Skip 4" | 10 | GM | $ - 0 | $ - 0 |
| 20 | White - Skip 6" | 10 | GM | $ - 0 | $ - 0 |
| LEGENDS | |||||
| 21 | "STOP" | 10 | EA | $ - 0 | $ - 0 |
| 22 | "R X R" (Includes 6" white) | 10 | EA | $ - 0 | $ - 0 |
| 23 | "ONLY" | 10 | EA | $ - 0 | $ - 0 |
| 24 | "LANE" | 10 | EA | $ - 0 | $ - 0 |
| 25 | "MERGE" | 10 | EA | $ - 0 | $ - 0 |
| 26 | "SCHOOL" | 10 | EA | $ - 0 | $ - 0 |
| 27 | "AHEAD" | 10 | EA | $ - 0 | $ - 0 |
| 28 | "Vistor" | 10 | EA | $ - 0 | $ - 0 |
| 29 | "Resident" | 10 | EA | $ - 0 | $ - 0 |
| 30 | "Path" | 10 | EA | $ - 0 | $ - 0 |
| MARKINGS | |||||
| 31 | TURN AND THROUGH LANE TURN ARROW | 10 | EA | $ - 0 | $ - 0 |
| 32 | THROUGH LANE USE ARROW | 10 | EA | $ - 0 | $ - 0 |
| 33 | TURN LANE USE ARROW | 10 | EA | $ - 0 | $ - 0 |
| 34 | BIKE OR CART | 10 | EA | $ - 0 | $ - 0 |
| 35 | BIKE ARROW | 10 | EA | $ - 0 | $ - 0 |
| 36 | YIELD TRIANGLES | 10 | EA | $ - 0 | $ - 0 |
| REFLECTIVE PAVEMENT MARKERS | |||||
| 37 | Bi-Directional, Amber | 10 | EA | $ - 0 | $ - 0 |
| 38 | Mono-Directional Colorless | 10 | EA | $ - 0 | $ - 0 |
| 39 | Bi-Directional, White/Red | 10 | EA | $ - 0 | $ - 0 |
| Subtotal - PAVEMENT MARKINGS | $ - 0 |
&"Arial,Regular"&9
&"Arial,Regular"&9&UProcurement Division &"Arial,Regular"&9 &U1225 Main Street, Sebastian, FL 32958 &"Arial,Regular"&9&UPhone: 772-388-8231
MOT
| Bid #:25-18-ITB |
| Bid Title: Pavement Maintenance and Rehabilitative Services |
Bid line item prices shall be a “all-inclusive” to include, but not limited to, all labor, travel, supervision, equipment, and overhead costs.
Note: Quantities listed are for evaluation purposes.
The Price Per Unit will be used for all Purchase Orders/Task Orders.
| Item No. | Description | Quantity | Unit of Measure | Price Per Unit | Extended Price |
| MAINTENANCE OF TRAFFIC (MOT) | |||||
| SHOULDER | |||||
| 1 | Standard Index 600 Series MOT TWO- LANE AND MULTILANE, WORK ON SHOULDER - 0-7 Days | 1 | Day | $ - 0 | $ - 0 |
| 2 | Standard Index 600 Series MOT TWO- LANE AND MULTILANE, WORK ON SHOULDER - 8-14 Days | 1 | Day | $ - 0 | $ - 0 |
| 3 | Standard Index 600 Series MOT TWO- LANE AND MULTILANE, WORK ON SHOULDER - 15-21 Days | 1 | Day | $ - 0 | $ - 0 |
| 4 | Standard Index 600 Series MOT TWO- LANE AND MULTILANE, WORK ON SHOULDER - 22-31 Days | 1 | Day | $ - 0 | $ - 0 |
| 5 | Standard Index 600 Series MOT TWO- LANE AND MULTILANE, WORK ON SHOULDER - Over 31 Days | 1 | Day | $ - 0 | $ - 0 |
| WITHIN THE TRAVEL WAY | |||||
| 6 | Standard Index 600 Series MOT TWO- LANE, TWO-WAY WORK WITHIN THE TRAVEL WAY - 0-7 Days | 1 | Day | $ - 0 | $ - 0 |
| 7 | Standard Index 600 Series MOT TWO- LANE, TWO-WAY WORK WITHIN THE TRAVEL WAY - 8-14 Days | 1 | Day | $ - 0 | $ - 0 |
| 8 | Standard Index 600 Series MOT TWO- LANE, TWO-WAY WORK WITHIN THE TRAVEL WAY - 15-21 Days | 1 | Day | $ - 0 | $ - 0 |
| 9 | Standard Index 600 Series MOT TWO- LANE, TWO-WAY WORK WITHIN THE TRAVEL WAY - 22-31 Days | 1 | Day | $ - 0 | $ - 0 |
| 10 | Standard Index 600 Series MOT TWO- LANE, TWO-WAY WORK WITHIN THE TRAVEL WAY - Over 31 Days | 1 | Day | $ - 0 | $ - 0 |
| INTERSECTION WORK | |||||
| 11 | Standard Index 600 Series MOT TWO- LANE, TWO-WAY, INTERSECTION WORK - 0-7 Days | 1 | Day | $ - 0 | $ - 0 |
| 12 | Standard Index 600 Series MOT TWO- LANE, TWO-WAY, INTERSECTION WORK - 8-14 Days | 1 | Day | $ - 0 | $ - 0 |
| 13 | Standard Index 600 Series MOT TWO- LANE, TWO-WAY, INTERSECTION WORK - 15-21 Days | 1 | Day | $ - 0 | $ - 0 |
| 14 | Standard Index 600 Series MOT TWO- LANE, TWO-WAY, INTERSECTION WORK - 22-31 Days | 1 | Day | $ - 0 | $ - 0 |
| 15 | Standard Index 600 Series MOT TWO- LANE, TWO-WAY, INTERSECTION WORK - Over 31 Days | 1 | Day | $ - 0 | $ - 0 |
| MULTILANE ROADWAY, LANE CLOSURE | |||||
| 16 | Standard Index 600 Series MOT Multilane Roadway, Lane Closures - 0-7 Days | 1 | Day | $ - 0 | $ - 0 |
| 17 | Standard Index 600 Series MOT Multilane Roadway, Lane Closures - 8-14 Days | 1 | Day | $ - 0 | $ - 0 |
| 18 | Standard Index 600 Series MOT Multilane Roadway, Lane Closures - 15-21 Days | 1 | Day | $ - 0 | $ - 0 |
| 19 | Standard Index 600 Series MOT Multilane Roadway, Lane Closures - 22-31 Days | 1 | Day | $ - 0 | $ - 0 |
| 20 | Standard Index 600 Series MOT Multilane Roadway, Lane Closures - Over 31 Days | 1 | Day | $ - 0 | $ - 0 |
| MULTILANE ROADWAY, INTERSECTION WORK | |||||
| 21 | Standard Index 600 Series MOT Multilane Roadway, Intersection Work - 0-7 Days | 1 | Day | $ - 0 | $ - 0 |
| 22 | Standard Index 600 Series MOT Multilane Roadway, Intersection Work - 8-14 Days | 1 | Day | $ - 0 | $ - 0 |
| 23 | Standard Index 600 Series MOT Multilane Roadway, Intersection Work - 15-21 Days | 1 | Day | $ - 0 | $ - 0 |
| 24 | Standard Index 600 Series MOT Multilane Roadway, Intersection Work - 22-31 Days | 1 | Day | $ - 0 | $ - 0 |
| 25 | Standard Index 600 Series MOT Multilane Roadway, Intersection Work - Over 31 Days | 1 | Day | $ - 0 | $ - 0 |
| TEMPORARY ROAD CLOSURE | |||||
| 26 | Standard Index 600 Series MOT Temporary Road Closure - 0-7 Days | 1 | Day | $ - 0 | $ - 0 |
| 27 | Standard Index 600 Series MOT Temporary Road Closure - 8-14 Days | 1 | Day | $ - 0 | $ - 0 |
| 28 | Standard Index 600 Series MOT Temporary Road Closure - 15-21 Days | 1 | Day | $ - 0 | $ - 0 |
| 29 | Standard Index 600 Series MOT Temporary Road Closure - 22-31 Days | 1 | Day | $ - 0 | $ - 0 |
| 30 | Standard Index 600 Series MOT Temporary Road Closure - Over 31 Days | 1 | Day | $ - 0 | $ - 0 |
| TWO-WAY LEFT TURN LANES | |||||
| 31 | Standard Index 600 Series MOT Two- Way Left-Turn Lanes - 0-7 Days | 1 | Day | $ - 0 | $ - 0 |
| 32 | Standard Index 600 Series MOT Two- Way Left-Turn Lanes - 8-14 Days | 1 | Day | $ - 0 | $ - 0 |
| 33 | Standard Index 600 Series MOT Two- Way Left-Turn Lanes - 15-21 Days | 1 | Day | $ - 0 | $ - 0 |
| 34 | Standard Index 600 Series MOT Two- Way Left-Turn Lanes - 22-31 Days | 1 | Day | $ - 0 | $ - 0 |
| 35 | Standard Index 600 Series MOT Two- Way Left-Turn Lanes - Over 31 Days | 1 | Day | $ - 0 | $ - 0 |
| SIDEWALK CLOSURE | |||||
| 36 | Standard Index 600 Series MOT Sidewalk Closure - 0-7 Days | 1 | Day | $ - 0 | $ - 0 |
| 37 | Standard Index 600 Series MOT Sidewalk Closure - 8-14 Days | 1 | Day | $ - 0 | $ - 0 |
| 38 | Standard Index 600 Series MOT Sidewalk Closure - 15-21 Days | 1 | Day | $ - 0 | $ - 0 |
| 39 | Standard Index 600 Series MOT Sidewalk Closure - 22-31 Days | 1 | Day | $ - 0 | $ - 0 |
| 40 | Standard Index 600 Series MOT Sidewalk Closure - Over 31 Days | 1 | Day | $ - 0 | $ - 0 |
| ROUNDABOUT | |||||
| 41 | Standard Index 600 Series MOT Work Within the Roundabout - 0-7 Days | 1 | Day | $ - 0 | $ - 0 |
| 42 | Standard Index 600 Series MOT Work Within the Roundabout - 8-14 Days | 1 | Day | $ - 0 | $ - 0 |
| 43 | Standard Index 600 Series MOT Work Within the Roundabout - 15-21 Days | 1 | Day | $ - 0 | $ - 0 |
| 44 | Standard Index 600 Series MOT Work Within the Roundabout - 22-31 Days | 1 | Day | $ - 0 | $ - 0 |
| 45 | Standard Index 600 Series MOT Work Within the Roundabout - Over 31 Days | 1 | Day | $ - 0 | $ - 0 |
| Subtotal - MOT | $ - 0 |
&"Arial,Regular"&9&UProcurement Division &"Arial,Regular"&9 &U1225 Main Street, Sebastian, FL 32958 &"Arial,Regular"&9&UPhone: 772-388-8231
MOBILIZATION
| Bid #:25-18-ITB |
| Bid Title: Pavement Maintenance and Rehabilitative Services |
Bid line item prices shall be a “all-inclusive” to include, but not limited to, all labor, travel, supervision, equipment, and overhead costs.
Note: Quantities listed are for evaluation purposes.
The Price Per Unit will be used for all Purchase Orders/Task Orders.
| Item No. | Description | Quantity | Unit of Measure | Price Per Unit | Extended Price |
| MOBILIZATION | |||||
| 1 | Mobilization - Task Order Total - $0.00- $50,000 | 1 | LS | $ - 0 | $ - 0 |
| 2 | Mobilization - Task Order Total - $50,001-$100,000 | 1 | LS | $ - 0 | $ - 0 |
| 3 | Mobilization - Task Order Total - $100,001-$500,000 | 1 | LS | $ - 0 | $ - 0 |
| 4 | Mobilization - Task Order Total - Over $500,000 | 1 | LS | $ - 0 | $ - 0 |
| Subtotal - MOBILIZATION | $ - 0 |
&"Arial,Regular"&9&UProcurement Division &"Arial,Regular"&9 &U1225 Main Street, Sebastian, FL 32958 &"Arial,Regular"&9&UPhone: 772-388-8231
MISC
| Bid #:25-18-ITB |
| Bid Title: Pavement Maintenance and Rehabilitative Services |
Bid line item prices shall be a “all-inclusive” to include, but not limited to, all labor, travel, supervision, equipment, and overhead costs.
Note: Quantities listed are for evaluation purposes.
The Price Per Unit will be used for all Purchase Orders/Task Orders.
| Item No. | Description | Quantity | Unit of Measure | Price Per Unit |
| MISC | ||||
| 1 | Performance Turf Sod | N/A | SY | $ - 0 |
| 2 | Variable Message Board | N/A | Per Board Per Day | $ - 0 |
| 3 | SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF | N/A | AS | $ - 0 |
| 4 | SINGLE POST SIGN, F&I GROUND MOUNT, 12-20 SF | N/A | AS | $ - 0 |
| 5 | SINGLE POST SIGN, F&I GROUND MOUNT, 21-30 SF | N/A | AS | $ - 0 |
| 6 | MAILBOX (REMOVE AND REPLACE) | N/A | EA | $ - 0 |
| 7 | Silt Fence Type III | N/A | LF | $ - 0 |
| 8 | Removal of Existing Marking | N/A | SF | $ - 0 |
| 9 | Preform Thermoplastic 12” | N/A | LF | $ - 0 |
| 10 | Preform Thermoplastic 24” | N/A | LF | $ - 0 |
| 11 | Off Duty Law Enforcement Officer | N/A | HR | $ - 0 |
&"Arial,Regular"&9&UProcurement Division &"Arial,Regular"&9 &U1225 Main Street, Sebastian, FL 32958 &"Arial,Regular"&9&UPhone: 772-388-8231 image1.png image2.png
File details come from the government source that posted it. Updated .