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Bid Bid Schedule - Palm River Areas 3,5, and 6 Public Utilities Renewal Solicitation No.: 26-8671
| ITEM NO. | DESCRIPTION | UNIT | UNIT PRICE | EST. QTY. | AMOUNT ($) |
| SECTION 1: AREA 3 GENERAL | | | | | |
| 1.1 | Mobilization/Demobilization (cannot exceed more than 5% of the subtotal base bid (without allowances) | 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 (cannot exceed more than 5% of the subtotal base bid (without allowances) | 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 (cannot exceed more than 5% of the subtotal base bid (without allowances) | 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 | | 4 | $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
PALM RIVER PUBLIC UTILITY RENEWAL &P Section III-&P image1.tiff