BID_Schedule_R1.xlsx
XLSX spreadsheet 350 KB Posted
- Solicitation number
- 26-8671
- Issued by
- Collier County, Florida
About this file
Bid Schedule Summary: Palm River Public Utility Renewal Areas 3, 5, and 6
This Bid Schedule document is a cost estimation template prepared by Collier County, Florida for the Palm River Areas 3, 5, and 6 Public Utilities Renewal project. The schedule itemizes infrastructure replacement work across three geographic areas spanning twelve streets in the Palm River neighborhood, including potable water system improvements (water main piping ranging from 6-inch to 10-inch in diameter, gate valves, fire hydrants, water services, and meter installations), wastewater system improvements (gravity sewer pipe replacement, sanitary sewer service laterals, precast concrete manholes, force main piping, and pump station rehabilitation), stormwater drainage improvements (various pipe sizes and catch basins), general construction activities (mobilization, maintenance of traffic, clearing and grubbing, tree removal and replacement, driveway restoration, and sidewalk installation), and roadway restoration including asphalt paving and curb work. Bids are due August 10, 2026, with a non-mandatory pre-bid conference scheduled for July 20, 2026. The project anticipates a contract duration of 940 calendar days from Notice to Proceed to substantial completion, with final completion required within 60 days thereafter. One contract will be awarded to cover all work across all three areas.
The bid schedule format presents unit prices and estimated quantities for each line item across four sections per area (General, Water System, Wastewater System, and Stormwater System), with all unit prices currently showing $0.00 pending contractor submission. The anticipated total project budget is $32.25 million, with an additional $600,000 Owner's Allowance allocated per area for unforeseen conditions, totaling $1.8 million in contingency reserves. The schedule requires bidders to provide certified bid bonds equal to 5% of the total bid amount, performance and payment bonds at 100% of the contract award amount, and comprehensive insurance coverage including worker's compensation and liability policies up to $5,000,000. Collier County is utilizing local vendor preference for this solicitation. Liquidated damages of $5,146 per calendar day apply for failure to achieve substantial completion. Bidders must hold Florida State Contractor and General Contractor licenses, provide five similar project references completed within the past five years, submit OSHA Class II Asbestos certifications, and demonstrate Florida Trench Safety Act compliance. Electronic bid submission is required through the OpenGov procurement portal.
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Bid
| ITEM NO. | DESCRIPTION | UNIT | UNIT PRICE | EST. QTY. | AMOUNT ($) |
| SECTION 1: AREA 3 GENERAL | |||||
| 1.1 | Mobilization/Demobilization (Maximum 5% base bid) | LS | 1 | $0.00 | |
| 1.2 | Maintenance of Traffic | LS | 1 | $0.00 | |
| 1.3 | Survey Layout & Record Drawings | LS | 1 | $0.00 | |
| 1.4 | Pre-Construction Video & Photographs | LS | 1 | $0.00 | |
| 1.5 | Post-Construction Video | LS | 1 | $0.00 | |
| 1.6 | Clearing & Grubbing | LS | 1 | $0.00 | |
| 1.7 | Vibratory Monitoring | LS | 1 | $0.00 | |
| 1.8 | Remove, Dispose, and Replace Mailboxes | EA | 125 | $0.00 | |
| 1.9 | Remove and Dispose Concrete, Asphalt and Gravel Driveway | SY | 3,655 | $0.00 | |
| 1.10 | Remove and Store Brick Paver Driveway | SY | 2,290 | $0.00 | |
| 1.11 | Install Driveway | ||||
| i. | Concrete | SY | 3,055 | $0.00 | |
| ii. | Asphalt | SY | 600 | $0.00 | |
| iii. | Brick Pavers | SY | 2,290 | $0.00 | |
| 1.12 | Driveway Coatings and Finishes | SY | 340 | $0.00 | |
| 1.13 | Sidewalk | ||||
| i. | Removal and Replacement of Existing Sidewalk | SY | 860 | $0.00 | |
| ii. | Temporary Sidewalk Installation | SY | 860 | $0.00 | |
| iii. | New Sidewalk | SY | 1,640 | $0.00 | |
| 1.14 | Detectable Warnings | SY | 12 | $0.00 | |
| 1.15 | Private Property Tree Removal | EA | 33 | $0.00 | |
| 1.16 | Private Property Tree Replacement | EA | 33 | $0.00 | |
| SECTION 1 (GENERAL) SUBTOTAL: | $0.00 |
| ITEM NO. | DESCRIPTION | UNIT | UNIT PRICE | EST. QTY. | AMOUNT ($) |
| SECTION 2: AREA 3 WATER SYSTEM | |||||
| 2.1 | Water Main Pipelines | ||||
| i. | 6-inch C900 DR18 PVC | LF | 270 | $0.00 | |
| ii. | 8-inch C900 DR18 PVC | LF | 3,150 | $0.00 | |
| iii. | 8-inch DR11 HDPE | LF | 0 | $0.00 | |
| iv. | 10-inch C900 DR18 PVC | LF | 3,055 | $0.00 | |
| v. | 10-inch DR11 HDPE | LF | 0 | $0.00 | |
| 2.2 | Gate Valves | ||||
| i. | 6-inch Gate Valve | EA | 1 | $0.00 | |
| ii. | 8-inch Gate Valve | EA | 10 | $0.00 | |
| iii. | 10-inch Gate Valve | EA | 10 | $0.00 | |
| 2.3 | Fire Hydrant Assemblies | EA | 14 | $0.00 | |
| 2.4 | Water Services | ||||
| i. | Short Single Service | EA | 26 | $0.00 | |
| ii. | Short Double Service | EA | 16 | $0.00 | |
| iii. | Long Single Service | EA | 29 | $0.00 | |
| iv. | Long Double Service | EA | 16 | $0.00 | |
| 2.5 | Water Meters, Meter Boxes, and Backflow Devices | ||||
| i. | New Meter Box and New Backflow (Relocate Existing Meter) | EA | 143 | $0.00 | |
| ii. | New Meter Box (Relocate Existing Meter and Existing Backflow) | EA | 29 | $0.00 | |
| 2.6 | Connection to Existing Water Main | ||||
| i. | Cocohatchee Boulevard 10-inch WM | EA | 0 | $0.00 | |
| ii. | Saddlebrook Lane 8-inch WM | EA | 1 | $0.00 | |
| iii. | Viking Way & Palm River Boulevard 8-inch WM | EA | 0 | $0.00 | |
| iv. | Palm River Boulevard 8-inch WM | EA | 0 | $0.00 | |
| v. | Palm River Boulevard (Area 1) 8-inch WM | EA | 0 | $0.00 | |
| vi. | La Playa Golf Club 6-inch WM | EA | 0 | $0.00 | |
| 2.7 | Permanent Bacteriological Sample Points | EA | 1 | $0.00 | |
| 2.8 | Air Release Valves | EA | 2 | $0.00 | |
| 2.9 | Conflict Avoidance (Deflections not shown on drawings) | EA | 4 | $0.00 | |
| 2.10 | Removal and Disposal of Asbestos Concrete Water Main | LF | 4,780 | $0.00 | |
| 2.11 | Removal and Disposal of PVC, DI and CI Water Main | LF | 1,790 | $0.00 | |
| 2.12 | Grout Existing Water Main | CY | 0 | $0.00 | |
| 2.13 | Private Property Water Service | EA | 0 | $0.00 | |
| SECTION 2 (WATER SYSTEM) SUBTOTAL: | $0.00 |
| ITEM NO. | DESCRIPTION | UNIT | UNIT PRICE | EST. QTY. | AMOUNT ($) |
| SECTION 3: AREA 3 WASTEWATER SYSTEM | |||||
| 3.1 | Gravity Sewer Pipe (Remove, Dispose & Replace) | ||||
| i. | 8-inch SDR-26 PVC | LF | 6,010 | $0.00 | |
| ii. | 10-inch SDR-26 PVC | LF | 0 | $0.00 | |
| 3.2 | Sanitary Sewer Service Lateral (Remove, Dispose, Replace, Reconnect) | ||||
| i. | Single Sanitary Sewer Service Lateral | EA | 85 | $0.00 | |
| ii. | Double Sanitary Sewer Service Lateral | EA | 15 | $0.00 | |
| 3.3 | Private Property Sewer Service Lateral Replacement | LF | 1,100 | $0.00 | |
| 3.4 | Relocate Driveway Sanitary Service Lateral | EA | 10 | $0.00 | |
| 3.5 | Precast Polymer Concrete Manholes (Remove, Dispose, Replace) | EA | 21 | $0.00 | |
| 3.6 | Grout and Abandon Existing Gravity Sewer Main | CY | 0 | $0.00 | |
| 3.7 | Connect Existing Gravity Sewer Main to New Sanitary Main | EA | 0 | $0.00 | |
| 3.8 | Remove and Dispose of PVC, DI, CI Force Main | LF | 0 | $0.00 | |
| 3.9 | Sanitary Sewer Force Main | ||||
| i. | 4-inch C900 DR18 PVC | LF | 0 | $0.00 | |
| ii. | 8-inch C900 DR18 PVC | LF | 0 | $0.00 | |
| iii. | 10-inch DR11 HDPE | LF | 0 | $0.00 | |
| 3.10 | Plug Valves | ||||
| i. | 4-inch | EA | 0 | $0.00 | |
| ii. | 8-inch | EA | 0 | $0.00 | |
| 3.11 | Connection to Existing Wastewater Force Main (at Viking and Palm River) | EA | 0 | $0.00 | |
| 3.12 | Air Release Valves | EA | 2 | $0.00 | |
| 3.13 | Pump Station 103.09 Replacement and Abandonment | LS | 0 | $0.00 | |
| 3.14 | Complete Pump Station Rehabilitation | LS | 0 | $0.00 | |
| 3.15 | Road Restoration - Stabilized Subgrade | SY | 1,575 | $0.00 | |
| 3.16 | Road Restoration - Limerock Base | ||||
| i. | 6-inch | SY | 6,970 | $0.00 | |
| ii. | 8-inch | SY | 7,120 | $0.00 | |
| 3.17 | Road Restoration - 2-1/2" Asphalt (Two Lifts) | SY | 13,500 | $0.00 | |
| 3.18 | Final Pavement Striping, Marking, and Signs | LS | 1 | $0.00 | |
| 3.19 | Remove, Dispose & Replace Concrete Curb | ||||
| i. | Valley Gutter | LF | 1,905 | $0.00 | |
| iii. | Type-E Curb | LF | 155 | $0.00 | |
| 3.20 | Milling and Resurfacing | SY | 4,395 | $0.00 | |
| 3.21 | Area 5 Pre and Post Bathymetric Survey | LS | 0 | $0.00 | |
| 3.22 | Fiber Optic Conduit | LF | 0 | $0.00 | |
| SECTION 3 (WASTEWATER SYSTEM) SUBTOTAL: | $0.00 |
| ITEM NO. | DESCRIPTION | UNIT | UNIT PRICE | EST. QTY. | AMOUNT ($) |
| SECTION 4: AREA 3 STORMWATER SYSTEM | |||||
| 4.1 | 14" X 23" ERCP | LF | 55 | $0.00 | |
| 4.2 | 18" RCP | LF | 120 | $0.00 | |
| 4.3 | 18" HDPE Pipe | LF | 9,015 | $0.00 | |
| 4.4 | 19" X 30" ERCP | LF | 116 | $0.00 | |
| 4.5 | 24" RCP | LF | 125 | $0.00 | |
| 4.6 | 24" HDPE Pipe | LF | 890 | $0.00 | |
| 4.7 | 24" X 38" ERCP | LF | 0 | $0.00 | |
| 4.8 | 30" HDPE Pipe | LF | 0 | $0.00 | |
| 4.9 | 30" RCP | LF | 80 | $0.00 | |
| 4.10 | 36" HDPE | LF | 0 | $0.00 | |
| 4.11 | 36" RCP | LF | 0 | $0.00 | |
| 4.12 | Catch Basin (Type-C) | EA | 40 | $0.00 | |
| 4.13 | Catch Basin (Type-D) | EA | 9 | $0.00 | |
| 4.14 | Catch Basin (Type-J) | EA | 1 | $0.00 | |
| 4.15 | Catch Basin (Type X) | EA | 17 | $0.00 | |
| 4.16 | Inline Drain | EA | 72 | $0.00 | |
| 4.17 | Junction Box | EA | 0 | $0.00 | |
| 4.18 | Valley Gutter Inlet | EA | 4 | $0.00 | |
| 4.19 | Private Property Yard Drain | EA | 20 | $0.00 | |
| 4.20 | Mitered End Section | EA | 2 | $0.00 | |
| 4.21 | Flared End Section | EA | 2 | $0.00 | |
| 4.22 | Swale Grading (not associated with the above pay items) | LF | 200 | $0.00 | |
| 4.23 | Root Barrier | LF | 200 | $0.00 | |
| 4.24 | Retaining Wall | LF | 0 | $0.00 | |
| 4.25 | Clean, Televise and Inspect Existing Stormwater Outfalls | ||||
| i. | Between Old Tamiami Trail and Westwood Drive | EA | 0 | $0.00 | |
| ii. | Between Westwood Drive and Forestwood Drive | EA | 0 | $0.00 | |
| iii. | Between Forestwood Drive and Lake | EA | 0 | $0.00 | |
| iv. | Between Existing Lake and Oakwood Drive (STA 2+00) | EA | 0 | $0.00 | |
| v. | Between Existing Lake and Oakwood Drive (STA 4+75) | EA | 0 | $0.00 | |
| vi. | Between Julie-Fe/Country Club Drive (North End) and Lake | EA | 0 | $0.00 | |
| vii. | Between Country Club Lane (East End) and Country Club Drive (South End) | EA | 0 | $0.00 | |
| viii. | Between Country Club Lane (West End) and Lake | EA | 0 | $0.00 | |
| ix. | Between Cypress Way West (STA 24+00) and Lake | EA | 2 | $0.00 | |
| x | Between Cypress Way West (STA 20+00) and Lake | EA | 2 | $0.00 | |
| xi. | Between Cypress Way West (STA 15+00) and Lake | EA | 2 | $0.00 | |
| SECTION 4 (STORMWATER SYSTEM) SUBTOTAL: | $0.00 | ||||
| SUMMARY - AREA 3 | |||||
| Section 1: Area 3 General | $0.00 | ||||
| Section 2: Area 3 Water System | $0.00 | ||||
| Section 3: Area 3 Wastewater System | $0.00 | ||||
| Section 4: Area 3 Stormwater System | $0.00 | ||||
| SUBTOTAL - AREA 3: | $0.00 | ||||
| Staff has allocated $600,000 in Owner's Allowance - for Owner's Use as Directed. This Allowance will be used only at the Owner's direction to accomplish work due to unforeseen conditions and/or as directed by the Owner. Inclusion of the Allowance as part of the Contract Price is not a guarantee that the Contractor will be paid any portion or the full amount of the Allowance. Expenditures of Owner's Allowance will be made through Change Order with proper documentation of Time and Materials supporting the change. |
| ITEM NO. | DESCRIPTION | UNIT | UNIT PRICE | EST. QTY. | AMOUNT ($) |
| SECTION 1: AREA 5 GENERAL | |||||
| 1.1 | Mobilization/Demobilization (Maximum 5% base bid) | LS | 1 | $0.00 | |
| 1.2 | Maintenance of Traffic | LS | 1 | $0.00 | |
| 1.3 | Survey Layout & Record Drawings | LS | 1 | $0.00 | |
| 1.4 | Pre-Construction Video & Photographs | LS | 1 | $0.00 | |
| 1.5 | Post-Construction Video | LS | 1 | $0.00 | |
| 1.6 | Clearing & Grubbing | LS | 1 | $0.00 | |
| 1.7 | Vibratory Monitoring | LS | 1 | $0.00 | |
| 1.8 | Remove, Dispose, and Replace Mailboxes | EA | 142 | $0.00 | |
| 1.9 | Remove and Dispose Concrete, Asphalt and Gravel Driveway | SY | 3,805 | $0.00 | |
| 1.10 | Remove and Store Brick Paver Driveway | SY | 2,735 | $0.00 | |
| 1.11 | Install Driveway | ||||
| i. | Concrete | SY | 3,185 | $0.00 | |
| ii. | Asphalt | SY | 620 | $0.00 | |
| iii. | Brick Pavers | SY | 2,735 | $0.00 | |
| 1.12 | Driveway Coatings and Finishes | SY | 280 | $0.00 | |
| 1.13 | Sidewalk | ||||
| i. | Removal and Replacement of Existing Sidewalk | SY | 0 | $0.00 | |
| ii. | Temporary Sidewalk Installation | SY | 0 | $0.00 | |
| iii. | New Sidewalk | SY | 1,030 | $0.00 | |
| 1.14 | Detectable Warnings | SY | 16 | $0.00 | |
| 1.15 | Private Property Tree Removal | EA | 50 | $0.00 | |
| 1.16 | Private Property Tree Replacement | EA | 50 | $0.00 | |
| SECTION 1 (GENERAL) SUBTOTAL: | $0.00 |
| ITEM NO. | DESCRIPTION | UNIT | UNIT PRICE | EST. QTY. | AMOUNT ($) |
| SECTION 2: AREA 5 WATER SYSTEM | |||||
| 2.1 | Water Main Pipelines | ||||
| i. | 6-inch C900 DR18 PVC | LF | 3,280 | $0.00 | |
| ii. | 8-inch C900 DR18 PVC | LF | 2,015 | $0.00 | |
| iii. | 8-inch DR11 HDPE | LF | 0 | $0.00 | |
| iv. | 10-inch C900 DR18 PVC | LF | 3,590 | $0.00 | |
| v. | 10-inch DR11 HDPE | LF | 0 | $0.00 | |
| 2.2 | Gate Valves | ||||
| i. | 6-inch Gate Valve | EA | 4 | $0.00 | |
| ii. | 8-inch Gate Valve | EA | 6 | $0.00 | |
| iii. | 10-inch Gate Valve | EA | 7 | $0.00 | |
| 2.3 | Fire Hydrant Assemblies | EA | 16 | $0.00 | |
| 2.4 | Water Services | ||||
| i. | Short Single Service | EA | 16 | $0.00 | |
| ii. | Short Double Service | EA | 38 | $0.00 | |
| iii. | Long Single Service | EA | 20 | $0.00 | |
| iv. | Long Double Service | EA | 23 | $0.00 | |
| 2.5 | Water Meters, Meter Boxes, and Backflow Devices | ||||
| i. | New Meter Box and New Backflow (Relocate Existing Meter) | EA | 116 | $0.00 | |
| ii. | New Meter Box (Relocate Existing Meter and Existing Backflow) | EA | 34 | $0.00 | |
| 2.6 | Connection to Existing Water Main | ||||
| i. | Cocohatchee Boulevard 10-inch WM | EA | 1 | $0.00 | |
| ii. | Saddlebrook Lane 8-inch WM | EA | 0 | $0.00 | |
| iii. | Viking Way & Palm River Boulevard 8-inch WM | EA | 1 | $0.00 | |
| iv. | Palm River Boulevard 8-inch WM | EA | 0 | $0.00 | |
| v. | Palm River Boulevard (Area 1) 8-inch WM | EA | 0 | $0.00 | |
| vi. | La Playa Golf Club 6-inch WM | EA | 0 | $0.00 | |
| 2.7 | Permanent Bacteriological Sample Points | EA | 1 | $0.00 | |
| 2.8 | Air Release Valves | EA | 11 | $0.00 | |
| 2.9 | Conflict Avoidance (Deflections not shown on drawings) | EA | 4 | $0.00 | |
| 2.10 | Removal and Disposal of Asbestos Concrete Water Main | LF | 7,945 | $0.00 | |
| 2.11 | Removal and Disposal of PVC, DI and CI Water Main | LF | 0 | $0.00 | |
| 2.12 | Grout Existing Water Main | CY | 0 | $0.00 | |
| 2.13 | Private Property Water Service | EA | 3 | $0.00 | |
| SECTION 2 (WATER SYSTEM) SUBTOTAL: | $0.00 |
| ITEM NO. | DESCRIPTION | UNIT | UNIT PRICE | EST. QTY. | AMOUNT ($) |
| SECTION 3: AREA 5 WASTEWATER SYSTEM | |||||
| 3.1 | Gravity Sewer Pipe (Remove, Dispose & Replace) | ||||
| i. | 8-inch SDR-26 PVC | LF | 8,050 | $0.00 | |
| ii. | 10-inch SDR-26 PVC | LF | 200 | $0.00 | |
| 3.2 | Sanitary Sewer Service Lateral (Remove, Dispose, Replace, Reconnect) | ||||
| i. | Single Sanitary Sewer Service Lateral | EA | 150 | $0.00 | |
| ii. | Double Sanitary Sewer Service Lateral | EA | 0 | $0.00 | |
| 3.3 | Private Property Sewer Service Lateral Replacement | LF | 1,100 | $0.00 | |
| 3.4 | Relocate Driveway Sanitary Service Lateral | EA | 20 | $0.00 | |
| 3.5 | Precast Polymer Concrete Manholes (Remove, Dispose, Replace) | EA | 30 | $0.00 | |
| 3.6 | Grout and Abandon Existing Gravity Sewer Main | CY | 7 | $0.00 | |
| 3.7 | Connect Existing Gravity Sewer Main to New Sanitary Main | EA | 0 | $0.00 | |
| 3.8 | Removal and Disposal of PVC, DI, CI Force Main | LF | 2,560 | $0.00 | |
| 3.9 | Sanitary Sewer Force Main | ||||
| i. | 4-inch C900 DR18 PVC | LF | 22 | $0.00 | |
| ii. | 8-inch C900 DR18 PVC | LF | 290 | $0.00 | |
| iii. | 10-inch DR11 HDPE | LF | 2,275 | $0.00 | |
| 3.10 | Plug Valves | ||||
| i. | 4-inch | EA | 2 | $0.00 | |
| ii. | 8-inch | EA | 1 | $0.00 | |
| 3.11 | Connection to Existing Wastewater Force Main (at Viking and Palm River) | EA | 1 | $0.00 | |
| 3.12 | Air Release Valves | EA | 1 | $0.00 | |
| 3.13 | Pump Station 103.09 Replacement and Abandonment | LS | 0 | $0.00 | |
| 3.14 | Complete Pump Station Rehabilitation | LS | 1 | $0.00 | |
| 3.15 | Road Restoration - Stabilized Subgrade | SY | 23,615 | $0.00 | |
| 3.16 | Road Restoration - Limerock Base | ||||
| i. | 6-inch | SY | 13,540 | $0.00 | |
| ii. | 8-inch | SY | 7,050 | $0.00 | |
| 3.17 | Road Restoration - 2-1/2" Asphalt (Two Lifts) | SY | 20,175 | $0.00 | |
| 3.18 | Final Pavement Striping, Marking, and Signs | LS | 1 | $0.00 | |
| 3.19 | Remove, Dispose & Replace Concrete Curb | ||||
| i. | Valley Gutter | LF | 0 | $0.00 | |
| ii. | Type-E Curb | LF | 0 | $0.00 | |
| 3.20 | Milling and Resurfacing | SY | 0 | $0.00 | |
| 3.21 | Area 5 Pre and Post Bathymetric Survey | LS | 1 | $0.00 | |
| 3.22 | Fiber Optic Conduit | LF | 2,400 | $0.00 | |
| SECTION 3 (WASTEWATER SYSTEM) SUBTOTAL: | $0.00 |
| ITEM NO. | DESCRIPTION | UNIT | UNIT PRICE | EST. QTY. | AMOUNT ($) |
| SECTION 4: AREA 5 STORMWATER SYSTEM | |||||
| 4.1 | 14" X 23" ERCP | LF | 0 | $0.00 | |
| 4.2 | 18" RCP | LF | 445 | $0.00 | |
| 4.3 | 18" HDPE Pipe | LF | 5,300 | $0.00 | |
| 4.4 | 19" X 30" ERCP | LF | 25 | $0.00 | |
| 4.5 | 24" RCP | LF | 112 | $0.00 | |
| 4.6 | 24" HDPE Pipe | LF | 302 | $0.00 | |
| 4.7 | 24" X 38" ERCP | LF | 46 | $0.00 | |
| 4.8 | 30" HDPE Pipe | LF | 22 | $0.00 | |
| 4.9 | 30" RCP | LF | 76 | $0.00 | |
| 4.10 | 36" HDPE | LF | 40 | $0.00 | |
| 4.11 | 36" RCP | LF | 53 | $0.00 | |
| 4.12 | Catch Basin (Type-C) | EA | 30 | $0.00 | |
| 4.13 | Catch Basin (Type-D) | EA | 2 | $0.00 | |
| 4.14 | Catch Basin (Type-J) | EA | 0 | $0.00 | |
| 4.15 | Catch Basin (Type X) | EA | 4 | $0.00 | |
| 4.16 | Inline Drain | EA | 39 | $0.00 | |
| 4.17 | Junction Box | EA | 3 | $0.00 | |
| 4.18 | Valley Gutter Inlet | EA | 10 | $0.00 | |
| 4.19 | Private Property Yard Drain | EA | 0 | $0.00 | |
| 4.20 | Mitered End Section | EA | 0 | $0.00 | |
| 4.21 | Flared End Section | EA | 0 | $0.00 | |
| 4.22 | Swale Grading (not associated with the above pay items) | LF | 220 | $0.00 | |
| 4.23 | Root Barrier | LF | 220 | $0.00 | |
| 4.24 | Retaining Wall | LF | 0 | $0.00 | |
| 4.25 | Clean, Televise and Inspect Existing Stormwater Outfalls | ||||
| i. | Between Old Tamiami Trail and Westwood Drive | EA | 2 | $0.00 | |
| ii. | Between Westwood Drive and Forestwood Drive | EA | 2 | $0.00 | |
| iii. | Between Forestwood Drive and Lake | EA | 2 | $0.00 | |
| iv. | Between Existing Lake and Oakwood Drive (STA 2+00) | EA | 2 | $0.00 | |
| v. | Between Existing Lake and Oakwood Drive (STA 4+75) | EA | 2 | $0.00 | |
| vi. | Between Julie-Fe/Country Club Drive (North End) and Lake | EA | 0 | $0.00 | |
| vii. | Between Country Club Lane (East End) and Country Club Drive (South End) | EA | 0 | $0.00 | |
| viii. | Between Country Club Lane (West End) and Lake | EA | 0 | $0.00 | |
| ix. | Between Cypress Way West (STA 24+00) and Lake | EA | 0 | $0.00 | |
| x | Between Cypress Way West (STA 20+00) and Lake | EA | 0 | $0.00 | |
| xi. | Between Cypress Way West (STA 15+00) and Lake | EA | 0 | $0.00 | |
| SECTION 4 (STORMWATER SYSTEM) SUBTOTAL: | $0.00 | ||||
| SUMMARY - AREA 5 | |||||
| Section 1: Area 5 General | $0.00 | ||||
| Section 2: Area 5 Water System | $0.00 | ||||
| Section 3: Area 5 Wastewater System | $0.00 | ||||
| Section 4: Area 5 Stormwater System | $0.00 | ||||
| SUBTOTAL - AREA 5: | $0.00 | ||||
| Staff has allocated $600,000 in Owner's Allowance - for Owner's Use as Directed. This Allowance will be used only at the Owner's direction to accomplish work due to unforeseen conditions and/or as directed by the Owner. Inclusion of the Allowance as part of the Contract Price is not a guarantee that the Contractor will be paid any portion or the full amount of the Allowance. Expenditures of Owner's Allowance will be made through Change Order with proper documentation of Time and Materials supporting the change. |
| ITEM NO. | DESCRIPTION | UNIT | UNIT PRICE | EST. QTY. | AMOUNT ($) |
| SECTION 1: AREA 6 GENERAL | |||||
| 1.1 | Mobilization/Demobilization (Maximum 5% base bid) | LS | 1 | $0.00 | |
| 1.2 | Maintenance of Traffic | LS | 1 | $0.00 | |
| 1.3 | Survey Layout & Record Drawings | LS | 1 | $0.00 | |
| 1.4 | Pre-Construction Video & Photographs | LS | 1 | $0.00 | |
| 1.5 | Post-Construction Video | LS | 1 | $0.00 | |
| 1.6 | Clearing & Grubbing | LS | 1 | $0.00 | |
| 1.7 | Vibratory Monitoring | LS | 1 | $0.00 | |
| 1.8 | Remove, Dispose, and Replace Mailboxes | EA | 40 | $0.00 | |
| 1.9 | Remove and Dispose Concrete, Asphalt and Gravel Driveway | SY | 1,665 | $0.00 | |
| 1.10 | Remove and Store Brick Paver Driveway | SY | 290 | $0.00 | |
| 1.11 | Install Driveway | ||||
| i. | Concrete | SY | 1,215 | $0.00 | |
| ii. | Asphalt | SY | 450 | $0.00 | |
| iii. | Brick Pavers | SY | 290 | $0.00 | |
| 1.12 | Driveway Coatings and Finishes | SY | 250 | $0.00 | |
| 1.13 | Sidewalk | ||||
| i. | Removal and Replacement of Existing Sidewalk | SY | 180 | $0.00 | |
| ii. | Temporary Sidewalk Installation | SY | 180 | $0.00 | |
| iii. | New Sidewalk | SY | 0 | $0.00 | |
| 1.14 | Detectable Warnings | SY | 3 | $0.00 | |
| 1.15 | Private Property Tree Removal | EA | 33 | $0.00 | |
| 1.16 | Private Property Tree Replacement | EA | 33 | $0.00 | |
| SECTION 1 (GENERAL) SUBTOTAL: | $0.00 |
| ITEM NO. | DESCRIPTION | UNIT | UNIT PRICE | EST. QTY. | AMOUNT ($) |
| SECTION 2: AREA 6 WATER SYSTEM | |||||
| 2.1 | Water Main Pipelines | ||||
| i. | 6-inch C900 DR18 PVC | LF | 1,455 | $0.00 | |
| ii. | 8-inch C900 DR18 PVC | LF | 2,450 | $0.00 | |
| iii. | 8-inch DR11 HDPE | LF | 0 | $0.00 | |
| iv. | 10-inch C900 DR18 PVC | LF | 0 | $0.00 | |
| v. | 10-inch DR11 HDPE | LF | 484 | $0.00 | |
| 2.2 | Gate Valves | ||||
| i. | 6-inch Gate Valve | EA | 12 | $0.00 | |
| ii. | 8-inch Gate Valve | EA | 15 | $0.00 | |
| iii. | 10-inch Gate Valve | EA | 0 | $0.00 | |
| 2.3 | Fire Hydrant Assemblies | EA | 10 | $0.00 | |
| 2.4 | Water Services | ||||
| i. | Short Single Service | EA | 20 | $0.00 | |
| ii. | Short Double Service | EA | 4 | $0.00 | |
| iii. | Long Single Service | EA | 5 | $0.00 | |
| iv. | Long Double Service | EA | 4 | $0.00 | |
| 2.5 | Water Meters, Meter Boxes, and Backflow Devices | ||||
| i. | New Meter Box and New Backflow (Relocate Existing Meter) | EA | 57 | $0.00 | |
| ii. | New Meter Box (Relocate Existing Meter and Existing Backflow) | EA | 24 | $0.00 | |
| 2.6 | Connection to Existing Water Main | ||||
| i. | Cocohatchee Boulevard 10-inch WM | EA | 0 | $0.00 | |
| ii. | Saddlebrook Lane 8-inch WM | EA | 0 | $0.00 | |
| iii. | Viking Way & Palm River Boulevard 8-inch WM | EA | 0 | $0.00 | |
| iv. | Palm River Boulevard 8-inch WM | EA | 1 | $0.00 | |
| v. | Palm River Boulevard (Area 1) 8-inch WM | EA | 1 | $0.00 | |
| vi. | La Playa Golf Club 6-inch WM | EA | 1 | $0.00 | |
| 2.7 | Permanent Bacteriological Sample Points | EA | 2 | $0.00 | |
| 2.8 | Air Release Valves | EA | 2 | $0.00 | |
| 2.9 | Conflict Avoidance (Deflections not shown on drawings) | EA | 4 | $0.00 | |
| 2.10 | Removal and Disposal of Asbestos Concrete Water Main | LF | 3,670 | $0.00 | |
| 2.11 | Removal and Disposal of PVC, DI and CI Water Main | LF | 0 | $0.00 | |
| 2.12 | Grout Existing Water Main | CY | 8 | $0.00 | |
| 2.13 | Private Property Water Service | EA | 0 | $0.00 | |
| SECTION 2 (WATER SYSTEM) SUBTOTAL: | $0.00 |
| ITEM NO. | DESCRIPTION | UNIT | UNIT PRICE | EST. QTY. | AMOUNT ($) |
| SECTION 3: AREA 6 WASTEWATER SYSTEM | |||||
| 3.1 | Gravity Sewer Pipe (Remove, Dispose & Replace) | ||||
| i. | 8-inch SDR-26 PVC | LF | 2,840 | $0.00 | |
| ii. | 10-inch SDR-26 PVC | LF | 0 | $0.00 | |
| 3.2 | Sanitary Sewer Service Lateral (Remove, Dispose, Replace, Reconnect) | ||||
| i. | Single Sanitary Sewer Service Lateral | EA | 14 | $0.00 | |
| ii. | Double Sanitary Sewer Service Lateral | EA | 20 | $0.00 | |
| 3.3 | Private Property Sewer Service Lateral Replacement | LF | 550 | $0.00 | |
| 3.4 | Relocate Driveway Sanitary Service Lateral | EA | 10 | $0.00 | |
| 3.5 | Precast Polymer Concrete Manholes (Remove, Dispose, Replace) | EA | 19 | $0.00 | |
| 3.6 | Grout and Abandon Existing Gravity Sewer Main | CY | 10 | $0.00 | |
| 3.7 | Connect Existing Gravity Sewer Main to New Sanitary Main | EA | 6 | $0.00 | |
| 3.8 | Removal and Disposal of PVC, DI, CI Force Main | LF | 1,165 | $0.00 | |
| 3.9 | Sanitary Sewer Force Main | ||||
| i. | 4-inch C900 DR18 PVC | LF | 1,075 | $0.00 | |
| ii. | 8-inch C900 DR18 PVC | LF | 0 | $0.00 | |
| iii. | 10-inch DR11 HDPE | LF | 0 | $0.00 | |
| 3.10 | Plug Valves | ||||
| i. | 4-inch | EA | 1 | $0.00 | |
| ii. | 8-inch | EA | 0 | $0.00 | |
| 3.11 | Connection to Existing Wastewater Force Main (at Viking and Palm River) | EA | 0 | $0.00 | |
| 3.12 | Air Release Valves | EA | 1 | $0.00 | |
| 3.13 | Pump Station 103.09 Replacement and Abandonment | LS | 1 | $0.00 | |
| 3.14 | Complete Pump Station Rehabilitation | LS | 0 | $0.00 | |
| 3.15 | Road Restoration - Stabilized Subgrade | SY | 11,680 | $0.00 | |
| 3.16 | Road Restoration - Limerock Base | ||||
| i. | 6-inch | SY | 9,890 | $0.00 | |
| ii. | 8-inch | SY | 0 | $0.00 | |
| 3.17 | Road Restoration - 2-1/2" Asphalt (Two Lifts) | SY | 9,900 | $0.00 | |
| 3.18 | Final Pavement Striping, Marking, and Signs | LS | 1 | $0.00 | |
| 3.19 | Remove, Dispose & Replace Concrete Curb | ||||
| i. | Valley Gutter | LF | 6,220 | $0.00 | |
| ii. | Type-E Curb | LF | 110 | $0.00 | |
| 3.20 | Milling and Resurfacing | SY | 0 | $0.00 | |
| 3.21 | Area 5 Pre and Post Bathymetric Survey | LS | 0 | $0.00 | |
| 3.22 | Fiber Optic Conduit | LF | 1,100 | $0.00 | |
| SECTION 3 (WASTEWATER SYSTEM) SUBTOTAL: | $0.00 |
| ITEM NO. | DESCRIPTION | UNIT | UNIT PRICE | EST. QTY. | AMOUNT ($) |
| SECTION 4: AREA 6 STORMWATER SYSTEM | |||||
| 4.1 | 14" X 23" ERCP | LF | 0 | $0.00 | |
| 4.2 | 18" RCP | LF | 150 | $0.00 | |
| 4.3 | 18" HDPE Pipe | LF | 1,000 | $0.00 | |
| 4.4 | 19" X 30" ERCP | LF | 0 | $0.00 | |
| 4.5 | 24" RCP | LF | 0 | $0.00 | |
| 4.6 | 24" HDPE Pipe | LF | 0 | $0.00 | |
| 4.7 | 24" X 38" ERCP | LF | 0 | $0.00 | |
| 4.8 | 30" HDPE Pipe | LF | 0 | $0.00 | |
| 4.9 | 30" RCP | LF | 0 | $0.00 | |
| 4.10 | 36" HDPE | LF | 0 | $0.00 | |
| 4.11 | 36" RCP | LF | 0 | $0.00 | |
| 4.12 | Catch Basin (Type-C) | EA | 0 | $0.00 | |
| 4.13 | Catch Basin (Type-D) | EA | 1 | $0.00 | |
| 4.14 | Catch Basin (Type-J) | EA | 0 | $0.00 | |
| 4.15 | Catch Basin (Type X) | EA | 2 | $0.00 | |
| 4.16 | Inline Drain | EA | 0 | $0.00 | |
| 4.17 | Junction Box | EA | 0 | $0.00 | |
| 4.18 | Valley Gutter Inlet | EA | 10 | $0.00 | |
| 4.19 | Private Property Yard Drain | EA | 0 | $0.00 | |
| 4.20 | Mitered End Section | EA | 0 | $0.00 | |
| 4.21 | Flared End Section | EA | 0 | $0.00 | |
| 4.22 | Swale Grading (not associated with the above pay items) | LF | 200 | $0.00 | |
| 4.23 | Root Barrier | LF | 200 | $0.00 | |
| 4.24 | Retaining Wall | LF | 10 | $0.00 | |
| 4.25 | Clean, Televise and Inspect Existing Stormwater Outfalls | ||||
| i. | Between Old Tamiami Trail and Westwood Drive | EA | 0 | $0.00 | |
| ii. | Between Westwood Drive and Forestwood Drive | EA | 0 | $0.00 | |
| iii. | Between Forestwood Drive and Lake | EA | 0 | $0.00 | |
| iv. | Between Existing Lake and Oakwood Drive (STA 2+00) | EA | 0 | $0.00 | |
| v. | Between Existing Lake and Oakwood Drive (STA 4+75) | EA | 0 | $0.00 | |
| vi. | Between Julie-Fe/Country Club Drive (North End) and Lake | EA | 1 | $0.00 | |
| vii. | Between Country Club Lane (East End) and Country Club Drive (South End) | EA | 1 | $0.00 | |
| viii. | Between Country Club Lane (West End) and Lake | EA | 1 | $0.00 | |
| ix. | Between Cypress Way West (STA 24+00) and Lake | EA | 0 | $0.00 | |
| x | Between Cypress Way West (STA 20+00) and Lake | EA | 0 | $0.00 | |
| xi. | Between Cypress Way West (STA 15+00) and Lake | EA | 0 | $0.00 | |
| SECTION 4 (STORMWATER SYSTEM) SUBTOTAL: | $0.00 | ||||
| SUMMARY - AREA 6 | |||||
| Section 1: Area 6 General | $0.00 | ||||
| Section 2: Area 6 Water System | $0.00 | ||||
| Section 3: Area 6 Wastewater System | $0.00 | ||||
| Section 4: Area 6 Stormwater System | $0.00 | ||||
| SUBTOTAL - AREA 6: | $0.00 | ||||
| Staff has allocated $600,000 in Owner's Allowance - for Owner's Use as Directed. This Allowance will be used only at the Owner's direction to accomplish work due to unforeseen conditions and/or as directed by the Owner. Inclusion of the Allowance as part of the Contract Price is not a guarantee that the Contractor will be paid any portion or the full amount of the Allowance. Expenditures of Owner's Allowance will be made through Change Order with proper documentation of Time and Materials supporting the change. |
| SUBTOTAL - AREA 3: | $0.00 |
| SUBTOTAL - AREA 5: | $0.00 |
| SUBTOTAL - AREA 6: | $0.00 |
| GRAND TOTAL ALL AREAS | $0.00 |
&G &"-,Bold"BID SCHEDULE
COLLIER COUNTY
PALM RIVER PUBLIC UTILITY RENEWAL
AREAS 3, 5, and 6
PALM RIVER PUBLIC UTILITY RENEWAL &P Section III-&P image1.tiff
File details come from the government source that posted it. Updated .