ITB_26-058-FH-_Bid_Form_-_Milton_w-Add_AlternateRev1.xlsx
XLSX spreadsheet 124 KB Posted
- Solicitation number
- ITB-26-058-FH
- Issued by
- Seminole County, Florida
About this file
This is an itemized bid form for the City of Altamonte Springs, Florida, related to ITB-26-058-FH for the construction of erosion control and countermeasures within the Little Wekiva River between SR 436 and Montgomery Road as part of the Hurricane Milton Emergency Watershed Protection (EWP) Erosion Control Project. The project encompasses four base bid site areas plus one add alternate work package. The bid form details numerous construction line items organized across these project areas, including mobilization and permits, maintenance of traffic, erosion control measures (staked silt fence, floating and staked turbidity barriers), stabilized construction entrances, inlet protection, selective clearing and grubbing, tree protection barriers, removal of existing concrete and bulkheads, excavation and embankment work, concrete structures, cofferdam installation and dewatering, reinforcing steel, and inlet installations. Quantities vary significantly by project area, with some items such as channel excavation in Project Area 3 totaling 976 cubic yards and floating turbidity barrier in Project Area 3 extending 1,044 linear feet, while the add alternate includes distinct quantities for additional work including tree protection barriers, bulkhead removal, concrete class IV bulkhead work, and reinforcing steel totaling 1,110 pounds.
The bid form requires a qualified Florida licensed certified general contractor to provide all labor, equipment, transport, tools, materials, supplies, and incidentals for project completion. All extended price columns in the submitted form show $0 values, indicating this is a template or blank bid form awaiting pricing submission from bidders. The project is structured to allow contractors to bid on the base bid work encompassing all four project areas as a combination, with the option to bid the add alternate work separately. Specific response deadlines, award dates, contract terms, and pricing instructions are not included in this bid form excerpt; however, the organization by project area and the separation of base bid and add alternate work suggests a modular approach to project delivery that allows for phased implementation based on available funding or bid results.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Total Bid
ITB-26-058-FH - ITEMIZED BID FORM
CONSTRUCTION OF THE EROSION CONTROL & COUNTERMEASURES
WITHIN THE LITTLE WEKIVA RIVER BETWEEN SR 436 AND MONTGOMERY ROAD HURRICANE MILTON EWP EROSION CONTROL PROJECTS Base Bid (Combination of Project Areas 1, 2, 3, & 4) - Plus - Add Alternate 1
| Pay Item No. | Descriptions | Unit | Qty Project Area 1 | Qty Project Area 2 | Qty Project Area 3 | Qty Project Area 4 | Base Bid Extended Price | Qty Add Alternate 1 | Add Alt 1 Extended Price |
| 101-1 | Mobilization and Permits | LS | 1.00 | 1.00 | 1.00 | 1.00 | $ - 0 | 1.00 | $ - 0 |
| 102-1 | Maintenance of Traffic | LS | 1.00 | 1.00 | 1.00 | 1.00 | $ - 0 | 1.00 | $ - 0 |
| 104-10-3 | Staked Silt Fence, F&I | LF | 382.00 | 90.00 | 0.00 | 320.00 | $ - 0 | 295.00 | $ - 0 |
| 104-11 | Floating Turbidity Barrier, F&I | LF | 47.00 | 117.00 | 1,044.00 | 0.00 | $ - 0 | 25.00 | $ - 0 |
| 104-12 | Staked Turbidity Barrier, F&I | LF | 47.00 | 61.00 | 0.00 | 198.00 | $ - 0 | 0.00 | $ - 0 |
| 104-15 | Stabilized Construction Entrance, F&I | EA | 1.00 | 1.00 | 1.00 | 1.00 | $ - 0 | 1.00 | $ - 0 |
| 104-18 | Inlet Protection , F&I | EA | 1.00 | 0.00 | 0.00 | 1.00 | $ - 0 | 1.00 | $ - 0 |
| 110-2-2 | Selective Clearing and Grubbing | AC | 0.39 | 0.15 | 0.56 | 0.18 | $ - 0 | 0.17 | $ - 0 |
| 110-21 | Tree Protection Barrier, F&I | LF | 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 45.00 | $ - 0 |
| 110-4-10 | Removal of Existing Concrete | SY | 0.00 | 4.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 110-73 | Remove Existing Bulkhead | LF | 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 35.00 | $ - 0 |
| 120-1 | Regular Excavation | CY | 16.50 | 3.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 120-5 | Channel Excavation | CY | 13.60 | 0.00 | 976.00 | 12.00 | $ - 0 | 260.00 | $ - 0 |
| 120-6 | Embankment | CY | 16.50 | 14.00 | 207.00 | 77.00 | $ - 0 | 25.00 | $ - 0 |
| 400-0-11 | Concrete Class NS, Pipe Jacket | CY | 0.25 | 0.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 400-4-8 | Concrete, Class IV, Bulkhead, F&I | CY | 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 13.00 | $ - 0 |
| 400-95-3A | Cofferdam - Installation, Maintenance & Removal, F&I | LS | 1.00 | 0.00 | 1.00 | 1.00 | $ - 0 | 1.00 | $ - 0 |
| 400-95-3B | Dewatering - Pumps & Wellpoints, F&I | ED | 22.00 | 0.00 | 53.00 | 20.00 | $ - 0 | 30.00 | $ - 0 |
| 415-1-8 | Reinforcing Steel, Bulkhead, F&I | LB | 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 1,110.00 | $ - 0 |
| 425-1-543 | Inlet, Ditch Bottom, Type D, J-Bot, <10', F&I | EA | 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 425-2-61 | Manhole, P-8, <10'. F&I | EA | 0.00 | 0.00 | 0.00 | 1.00 | $ - 0 | 0.00 | $ - 0 |
| 430-175-118 | Pipe Culvert, Optional Material, Round, 18" CD, F&I | LF | 16.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 430-175-124 | Pipe Culvert, Optional Material, Round, 24" CD, F&I | LF | 0.00 | 0.00 | 0.00 | 146.00 | $ - 0 | 0.00 | $ - 0 |
| 430-175-230 | Pipe Culvert Optional Material, Other Shape Ellip/ Arch 30"S/CD, F&I | LF | 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 430-982-125 | Mitered End Section, Optional Material, Round, 18" CD, F&I | EA | 1.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 430-982-129 | Mitered End Section, Optional Material, Round, 24" CD, F&I | EA | 0.00 | 0.00 | 0.00 | 1.00 | $ - 0 | 0.00 | $ - 0 |
| 430-982-633 | Mitered End Section, Concrete, Optional, Elliptical/Arch, 30" CD, F&I | EA | 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 451-70 | Helical Anchors, F&I | EA | 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 9.00 | $ - 0 |
| 455-133-3 | Sheet Piling Steel, F&I Permanent, Non-Vibratory Press-In Method Required, F&I | SF | 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 1,610.00 | $ - 0 |
| 515-2-311 | Pedestrian/Bicycle Railing, Aluminum Only, 42" Type 1, Black Powder Coated, F&I | LF | 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 56.00 | $ - 0 |
| 520-1-10 | Concrete Curb & Gutter, Type F, F&I | LF | 0.00 | 85.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 520-2-4 | Concrete Curb & Gutter, Type D, F&I | LF | 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 524-1-4 | Concrete Ditch Pavement, Non-Reinforced, 6", F&I | SY | 0.00 | 2.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 530-3-3 | Riprap-Rubble, Bank and Shore, F&I | TN | 0.00 | 0.00 | 151.50 | 0.00 | $ - 0 | 315.00 | $ - 0 |
| 530-3-4 | Riprap, Rubble, Ditch Lining, F&I | TN | 0.00 | 4.10 | 0.00 | 36.90 | $ - 0 | 0.00 | $ - 0 |
| 530-4-6 | Articulating Concrete Block Revetment System, F&I | SY | 0.00 | 0.00 | 2,357.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 530-5-99 | Gabion, Mattress Lid, Replacement, F&I | SY | 72.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 530-74 | Bedding Stone, F&I | TN | 0.00 | 2.90 | 84.60 | 26.50 | $ - 0 | 97.00 | $ - 0 |
| 530-AJAX | A-Jacks Revetment System, F&! | SY | 0.00 | 0.00 | 231.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 550-10-212 | Fencing, Type B, 0.0-5.0', Vinyl Coating, Black, F&I | LF | 0.00 | 90.00 | 358.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 550-10-222 | Fencing, Type B, 5.1-6.0', Vinyl Coating, Black, F&I | LF | 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 32.00 | $ - 0 |
| 550-10-410 | Fencing, Wood, Fence, 0.0-5.0' | LF | 0.00 | 0.00 | 162.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 550-60-211 | Fence Gate, Type B, Single, 0-6.0' Opening, Vinyl Clad, Black, F&I | EA | 0.00 | 2.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 |
| 570-1-2 | Performance Turf, Sod, F&I | SY | 104.00 | 92.00 | 1,115.00 | 436.00 | $ - 0 | 575.00 | $ - 0 |
| 999-1 | Property Restoration | LS | 1.00 | 1.00 | 1.00 | 1.00 | $ - 0 | 1.00 | $ - 0 |
| 999-2 | Out of Scope Work Allowance | LS | 1.00 | 1.00 | 1.00 | 1.00 | $ - 0 | 1.00 | $ - 0 |
| COAS-1 | Preconstruction Site Video | LS | 1.00 | 1.00 | 1.00 | 1.00 | $ - 0 | 1.00 | $ - 0 |
| COAS-2 | Utility Record Drawing | LS | 1.00 | 1.00 | 1.00 | 1.00 | $ - 0 | 1.00 | $ - 0 |
| 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 | |||
| 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 | |||
| 0.00 | 0.00 | 0.00 | 0.00 | $ - 0 | 0.00 | $ - 0 | |||
| Amount to Enter on the Proposal Bid Form | BASE BID TOTAL | $ - 0 | $ - 0 |
Amount for Add Alternate 1 ADD ALT #1 TOTAL $ - 0
| Combined Total Base Bid with Add Alternate 1 | TOTAL BID | $ - 0 | |
| Bidder Signature Date |
Project Area 1
ITB-26-058-FH - ITEMIZED BID FORM
CONSTRUCTION OF THE EROSION CONTROL & COUNTERMEASURES
WITHIN THE LITTLE WEKIVA RIVER BETWEEN SR 436 AND MONTGOMERY ROAD HURRICANE MILTON EWP EROSION CONTROL PROJECTS Project Area #1
| Pay Item No. | Pay Item Descriptions | Unit Type | Project Quantity | Pay Item Unit Price | Extended Price |
| 101-1 | Mobilization and Permits | LS | 1.00 | $ - 0 | $ - 0 |
| 102-1 | Maintenance of Traffic | LS | 1.00 | $ - 0 | $ - 0 |
| 104-10-3 | Staked Silt Fence, F&I | LF | 382.00 | $ - 0 | $ - 0 |
| 104-11 | Floating Turbidity Barrier, F&I | LF | 47.00 | $ - 0 | $ - 0 |
| 104-12 | Staked Turbidity Barrier, F&I | LF | 47.00 | $ - 0 | $ - 0 |
| 104-15 | Stabilized Construction Entrance, F&I | EA | 1.00 | $ - 0 | $ - 0 |
| 104-18 | Inlet Protection , F&I | EA | 1.00 | $ - 0 | $ - 0 |
| 110-2-2 | Selective Clearing and Grubbing | AC | 0.39 | $ - 0 | $ - 0 |
| 110-21 | Tree Protection Barrier, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 110-4-10 | Removal of Existing Concrete | SY | 0.00 | $ - 0 | $ - 0 |
| 110-73 | Remove Existing Bulkhead | LF | 0.00 | $ - 0 | $ - 0 |
| 120-1 | Regular Excavation | CY | 16.50 | $ - 0 | $ - 0 |
| 120-5 | Channel Excavation | CY | 13.60 | $ - 0 | $ - 0 |
| 120-6 | Embankment | CY | 16.50 | $ - 0 | $ - 0 |
| 400-0-11 | Concrete Class NS, Pipe Jacket | CY | 0.25 | $ - 0 | $ - 0 |
| 400-4-8 | Concrete, Class IV, Bulkhead, F&I | CY | 0.00 | $ - 0 | $ - 0 |
| 400-95-3A | Cofferdam - Installation, Maintenance & Removal, F&I | LS | 1.00 | $ - 0 | $ - 0 |
| 400-95-3B | Dewatering - Pumps & Wellpoints, F&I | ED | 22.00 | $ - 0 | $ - 0 |
| 415-1-8 | Reinforcing Steel, Bulkhead, F&I | LB | 0.00 | $ - 0 | $ - 0 |
| 425-1-543 | Inlet, Ditch Bottom, Type D, J-Bot, <10', F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 425-2-61 | Manhole, P-8, <10'. F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 430-175-118 | Pipe Culvert, Optional Material, Round, 18" CD, F&I | LF | 16.00 | $ - 0 | $ - 0 |
| 430-175-124 | Pipe Culvert, Optional Material, Round, 24" CD, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 430-175-230 | Pipe Culvert Optional Material, Other Shape Ellip/ Arch 30"S/CD, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 430-982-125 | Mitered End Section, Optional Material, Round, 18" CD, F&I | EA | 1.00 | $ - 0 | $ - 0 |
| 430-982-129 | Mitered End Section, Optional Material, Round, 24" CD, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 430-982-633 | Mitered End Section, Concrete, Optional, Elliptical/Arch, 30" CD, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 451-70 | Helical Anchors, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 455-133-3 | Sheet Piling Steel, F&I Permanent, Non-Vibratory Press-In Method Required, F&I | SF | 0.00 | $ - 0 | $ - 0 |
| 515-2-311 | Pedestrian/Bicycle Railing, Aluminum Only, 42" Type 1, Black Powder Coated, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 520-1-10 | Concrete Curb & Gutter, Type F, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 520-2-4 | Concrete Curb & Gutter, Type D, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 524-1-4 | Concrete Ditch Pavement, Non-Reinforced, 6", F&I | SY | 0.00 | $ - 0 | $ - 0 |
| 530-3-3 | Riprap-Rubble, Bank and Shore, F&I | TN | 0.00 | $ - 0 | $ - 0 |
| 530-3-4 | Riprap, Rubble, Ditch Lining, F&I | TN | 0.00 | $ - 0 | $ - 0 |
| 530-4-6 | Articulating Concrete Block Revetment System, F&I | SY | 0.00 | $ - 0 | $ - 0 |
| 530-5-99 | Gabion, Mattress Lid, Replacement, F&I | SY | 72.00 | $ - 0 | $ - 0 |
| 530-74 | Bedding Stone, F&I | TN | 0.00 | $ - 0 | $ - 0 |
| 530-AJAX | A-Jacks Revetment System, F&! | SY | 0.00 | $ - 0 | $ - 0 |
| 550-10-212 | Fencing, Type B, 0.0-5.0', Vinyl Coating, Black, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 550-10-222 | Fencing, Type B, 5.1-6.0', Vinyl Coating, Black, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 550-10-410 | Fencing, Wood, Fence, 0.0-5.0' | LF | 0.00 | $ - 0 | $ - 0 |
| 550-60-211 | Fence Gate, Type B, Single, 0-6.0' Opening, Vinyl Clad, Black, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 570-1-2 | Performance Turf, Sod, F&I | SY | 104.00 | $ - 0 | $ - 0 |
| 999-1 | Property Restoration | LS | 1.00 | $ - 0 | $ - 0 |
| 999-2 | Out of Scope Work Allowance | LS | 1.00 | $ - 0 | $ - 0 |
| COAS-1 | Preconstruction Site Video | LS | 1.00 | $ - 0 | $ - 0 |
| COAS-2 | Utility Record Drawing | LS | 1.00 | $ - 0 | $ - 0 |
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| PROJECT AREA 1TOTAL | $ - 0 | ||||
| NOTE: | Ancillary work required to install the proposed improvements that is not explicitly called out with a pay item shall be | ||||
| considered incidental to the cost of the improvements and included in the bid price including, but not limited to, dewatering, | |||||
| flow diversion, demucking, shoring, tree removal, etc. |
Project Area 2
ITB-26-058-FH ITEMIZED BID FORM
CONSTRUCTION OF THE EROSION CONTROL & COUNTERMEASURES
WITHIN THE LITTLE WEKIVA RIVER BETWEEN SR 436 AND MONTGOMERY ROAD HURRICANE MILTON EWP EROSION CONTROL PROJECTS Project Area #2
| Pay Item No. | Pay Item Descriptions | Unit Type | Project Quantity | Pay Item Unit Price | Extended Price |
| 101-1 | Mobilization and Permits | LS | 1.00 | $ - 0 | $ - 0 |
| 102-1 | Maintenance of Traffic | LS | 1.00 | $ - 0 | $ - 0 |
| 104-10-3 | Staked Silt Fence, F&I | LF | 90.00 | $ - 0 | $ - 0 |
| 104-11 | Floating Turbidity Barrier, F&I | LF | 117.00 | $ - 0 | $ - 0 |
| 104-12 | Staked Turbidity Barrier, F&I | LF | 61.00 | $ - 0 | $ - 0 |
| 104-15 | Stabilized Construction Entrance, F&I | EA | 1.00 | $ - 0 | $ - 0 |
| 104-18 | Inlet Protection , F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 110-2-2 | Selective Clearing and Grubbing | AC | 0.15 | $ - 0 | $ - 0 |
| 110-21 | Tree Protection Barrier, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 110-4-10 | Removal of Existing Concrete | SY | 4.00 | $ - 0 | $ - 0 |
| 110-73 | Remove Existing Bulkhead | LF | 0.00 | $ - 0 | $ - 0 |
| 120-1 | Regular Excavation | CY | 3.00 | $ - 0 | $ - 0 |
| 120-5 | Channel Excavation | CY | 0.00 | $ - 0 | $ - 0 |
| 120-6 | Embankment | CY | 14.00 | $ - 0 | $ - 0 |
| 400-0-11 | Concrete Class NS, Pipe Jacket | CY | 0.00 | $ - 0 | $ - 0 |
| 400-4-8 | Concrete, Class IV, Bulkhead, F&I | CY | 0.00 | $ - 0 | $ - 0 |
| 400-95-3A | Cofferdam - Installation, Maintenance & Removal, F&I | LS | 0.00 | $ - 0 | $ - 0 |
| 400-95-3B | Dewatering - Pumps & Wellpoints, F&I | ED | 0.00 | $ - 0 | $ - 0 |
| 415-1-8 | Reinforcing Steel, Bulkhead, F&I | LB | 0.00 | $ - 0 | $ - 0 |
| 425-1-543 | Inlet, Ditch Bottom, Type D, J-Bot, <10', F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 425-2-61 | Manhole, P-8, <10'. F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 430-175-118 | Pipe Culvert, Optional Material, Round, 18" CD, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 430-175-124 | Pipe Culvert, Optional Material, Round, 24" CD, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 430-175-230 | Pipe Culvert Optional Material, Other Shape Ellip/ Arch 30"S/CD, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 430-982-125 | Mitered End Section, Optional Material, Round, 18" CD, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 430-982-129 | Mitered End Section, Optional Material, Round, 24" CD, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 430-982-633 | Mitered End Section, Concrete, Optional, Elliptical/Arch, 30" CD, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 451-70 | Helical Anchors, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 455-133-3 | Sheet Piling Steel, F&I Permanent, Non-Vibratory Press-In Method Required, F&I | SF | 0.00 | $ - 0 | $ - 0 |
| 515-2-311 | Pedestrian/Bicycle Railing, Aluminum Only, 42" Type 1, Black Powder Coated, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 520-1-10 | Concrete Curb & Gutter, Type F, F&I | LF | 85.00 | $ - 0 | $ - 0 |
| 520-2-4 | Concrete Curb & Gutter, Type D, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 524-1-4 | Concrete Ditch Pavement, Non-Reinforced, 6", F&I | SY | 2.00 | $ - 0 | $ - 0 |
| 530-3-3 | Riprap-Rubble, Bank and Shore, F&I | TN | 0.00 | $ - 0 | $ - 0 |
| 530-3-4 | Riprap, Rubble, Ditch Lining, F&I | TN | 4.10 | $ - 0 | $ - 0 |
| 530-4-6 | Articulating Concrete Block Revetment System, F&I | SY | 0.00 | $ - 0 | $ - 0 |
| 530-5-99 | Gabion, Mattress Lid, Replacement, F&I | SY | 0.00 | $ - 0 | $ - 0 |
| 530-74 | Bedding Stone, F&I | TN | 2.90 | $ - 0 | $ - 0 |
| 530-AJAX | A-Jacks Revetment System, F&! | SY | 0.00 | $ - 0 | $ - 0 |
| 550-10-212 | Fencing, Type B, 0.0-5.0', Vinyl Coating, Black, F&I | LF | 90.00 | $ - 0 | $ - 0 |
| 550-10-222 | Fencing, Type B, 5.1-6.0', Vinyl Coating, Black, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 550-10-410 | Fencing, Wood, Fence, 0.0-5.0' | LF | 0.00 | $ - 0 | $ - 0 |
| 550-60-211 | Fence Gate, Type B, Single, 0-6.0' Opening, Vinyl Clad, Black, F&I | EA | 2.00 | $ - 0 | $ - 0 |
| 570-1-2 | Performance Turf, Sod, F&I | SY | 92.00 | $ - 0 | $ - 0 |
| 999-1 | Property Restoration | LS | 1.00 | $ - 0 | $ - 0 |
| 999-2 | Out of Scope Work Allowance | LS | 1.00 | $ - 0 | $ - 0 |
| COAS-1 | Preconstruction Site Video | LS | 1.00 | $ - 0 | $ - 0 |
| COAS-2 | Utility Record Drawing | LS | 1.00 | $ - 0 | $ - 0 |
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| PROJECT TOTAL | $ - 0 | ||||
| NOTE: | Ancillary work required to install the proposed improvements that is not explicitly called out with a pay item shall be | ||||
| considered incidental to the cost of the improvements and included in the bid price including, but not limited to, dewatering, | |||||
| flow diversion, demasking, shoring, tree removal, etc. |
Project Area 3
ITB-26-058-FH ITEMIZED BID FORM
CONSTRUCTION OF THE EROSION CONTROL & COUNTERMEASURES
WITHIN THE LITTLE WEKIVA RIVER BETWEEN SR 436 AND MONTGOMERY ROAD HURRICANE MILTON EWP EROSION CONTROL PROJECTS Project Area #3
| Pay Item No. | Pay Item Descriptions | Unit Type | Project Quantity | Pay Item Unit Price | Extended Price |
| 101-1 | Mobilization and Permits | LS | 1.00 | $ - 0 | $ - 0 |
| 102-1 | Maintenance of Traffic | LS | 1.00 | $ - 0 | $ - 0 |
| 104-10-3 | Staked Silt Fence, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 104-11 | Floating Turbidity Barrier, F&I | LF | 1,044.00 | $ - 0 | $ - 0 |
| 104-12 | Staked Turbidity Barrier, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 104-15 | Stabilized Construction Entrance, F&I | EA | 1.00 | $ - 0 | $ - 0 |
| 104-18 | Inlet Protection , F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 110-2-2 | Selective Clearing and Grubbing | AC | 0.56 | $ - 0 | $ - 0 |
| 110-21 | Tree Protection Barrier, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 110-4-10 | Removal of Existing Concrete | SY | 0.00 | $ - 0 | $ - 0 |
| 110-73 | Remove Existing Bulkhead | LF | 0.00 | $ - 0 | $ - 0 |
| 120-1 | Regular Excavation | CY | 0.00 | $ - 0 | $ - 0 |
| 120-5 | Channel Excavation | CY | 976.00 | $ - 0 | $ - 0 |
| 120-6 | Embankment | CY | 207.00 | $ - 0 | $ - 0 |
| 400-0-11 | Concrete Class NS, Pipe Jacket | CY | 0.00 | $ - 0 | $ - 0 |
| 400-4-8 | Concrete, Class IV, Bulkhead, F&I | CY | 0.00 | $ - 0 | $ - 0 |
| 400-95-3A | Cofferdam - Installation, Maintenance & Removal, F&I | LS | 1.00 | $ - 0 | $ - 0 |
| 400-95-3B | Dewatering - Pumps & Wellpoints, F&I | ED | 53.00 | $ - 0 | $ - 0 |
| 415-1-8 | Reinforcing Steel, Bulkhead, F&I | LB | 0.00 | $ - 0 | $ - 0 |
| 425-1-543 | Inlet, Ditch Bottom, Type D, J-Bot, <10', F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 425-2-61 | Manhole, P-8, <10'. F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 430-175-118 | Pipe Culvert, Optional Material, Round, 18" CD, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 430-175-124 | Pipe Culvert, Optional Material, Round, 24" CD, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 430-175-230 | Pipe Culvert Optional Material, Other Shape Ellip/ Arch 30"S/CD, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 430-982-125 | Mitered End Section, Optional Material, Round, 18" CD, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 430-982-129 | Mitered End Section, Optional Material, Round, 24" CD, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 430-982-633 | Mitered End Section, Concrete, Optional, Elliptical/Arch, 30" CD, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 451-70 | Helical Anchors, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 455-133-3 | Sheet Piling Steel, F&I Permanent, Non-Vibratory Press-In Method Required, F&I | SF | 0.00 | $ - 0 | $ - 0 |
| 515-2-311 | Pedestrian/Bicycle Railing, Aluminum Only, 42" Type 1, Black Powder Coated, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 520-1-10 | Concrete Curb & Gutter, Type F, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 520-2-4 | Concrete Curb & Gutter, Type D, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 524-1-4 | Concrete Ditch Pavement, Non-Reinforced, 6", F&I | SY | 0.00 | $ - 0 | $ - 0 |
| 530-3-3 | Riprap-Rubble, Bank and Shore, F&I | TN | 151.50 | $ - 0 | $ - 0 |
| 530-3-4 | Riprap, Rubble, Ditch Lining, F&I | TN | 0.00 | $ - 0 | $ - 0 |
| 530-4-6 | Articulating Concrete Block Revetment System, F&I | SY | 2,357.00 | $ - 0 | $ - 0 |
| 530-5-99 | Gabion, Mattress Lid, Replacement, F&I | SY | 0.00 | $ - 0 | $ - 0 |
| 530-74 | Bedding Stone, F&I | TN | 84.60 | $ - 0 | $ - 0 |
| 530-AJAX | A-Jacks Revetment System, F&! | SY | 231.00 | $ - 0 | $ - 0 |
| 550-10-212 | Fencing, Type B, 0.0-5.0', Vinyl Coating, Black, F&I | LF | 358.00 | $ - 0 | $ - 0 |
| 550-10-222 | Fencing, Type B, 5.1-6.0', Vinyl Coating, Black, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 550-10-410 | Fencing, Wood, Fence, 0.0-5.0' | LF | 162.00 | $ - 0 | $ - 0 |
| 550-60-211 | Fence Gate, Type B, Single, 0-6.0' Opening, Vinyl Clad, Black, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 570-1-2 | Performance Turf, Sod, F&I | SY | 1,115.00 | $ - 0 | $ - 0 |
| 999-1 | Property Restoration | LS | 1.00 | $ - 0 | $ - 0 |
| 999-2 | Out of Scope Work Allowance | LS | 1.00 | $ - 0 | $ - 0 |
| COAS-1 | Preconstruction Site Video | LS | 1.00 | $ - 0 | $ - 0 |
| COAS-2 | Utility Record Drawing | LS | 1.00 | $ - 0 | $ - 0 |
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| PROJECT TOTAL | $ - 0 | ||||
| NOTE: | Ancillary work required to install the proposed improvements that is not explicitly called out with a pay item shall be | ||||
| considered incidental to the cost of the improvements and included in the bid price including, but not limited to, dewatering, | |||||
| flow diversion, demucking, shoring, tree removal, etc. |
Project Area 4
ITB-25-058-FH ITEMIZED BID FORM
CONSTRUCTION OF THE EROSION CONTROL & COUNTERMEASURES
WITHIN THE LITTLE WEKIVA RIVER BETWEEN SR 436 AND MONTGOMERY ROAD HURRICANE MILTON EWP EROSION CONTROL PROJECTS Project Area #4
| Pay Item No. | Pay Item Descriptions | Unit Type | Project Quantity | Pay Item Unit Price | Extended Price |
| 101-1 | Mobilization and Permits | LS | 1.00 | $ - 0 | $ - 0 |
| 102-1 | Maintenance of Traffic | LS | 1.00 | $ - 0 | $ - 0 |
| 104-10-3 | Staked Silt Fence, F&I | LF | 320.00 | $ - 0 | $ - 0 |
| 104-11 | Floating Turbidity Barrier, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 104-12 | Staked Turbidity Barrier, F&I | LF | 198.00 | $ - 0 | $ - 0 |
| 104-15 | Stabilized Construction Entrance, F&I | EA | 1.00 | $ - 0 | $ - 0 |
| 104-18 | Inlet Protection , F&I | EA | 1.00 | $ - 0 | $ - 0 |
| 110-2-2 | Selective Clearing and Grubbing | AC | 0.18 | $ - 0 | $ - 0 |
| 110-21 | Tree Protection Barrier, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 110-4-10 | Removal of Existing Concrete | SY | 0.00 | $ - 0 | $ - 0 |
| 110-73 | Remove Existing Bulkhead | LF | 0.00 | $ - 0 | $ - 0 |
| 120-1 | Regular Excavation | CY | 0.00 | $ - 0 | $ - 0 |
| 120-5 | Channel Excavation | CY | 12.00 | $ - 0 | $ - 0 |
| 120-6 | Embankment | CY | 77.00 | $ - 0 | $ - 0 |
| 400-0-11 | Concrete Class NS, Pipe Jacket | CY | 0.00 | $ - 0 | $ - 0 |
| 400-4-8 | Concrete, Class IV, Bulkhead, F&I | CY | 0.00 | $ - 0 | $ - 0 |
| 400-95-3A | Cofferdam - Installation, Maintenance & Removal, F&I | LS | 1.00 | $ - 0 | $ - 0 |
| 400-95-3B | Dewatering - Pumps & Wellpoints, F&I | ED | 20.00 | $ - 0 | $ - 0 |
| 415-1-8 | Reinforcing Steel, Bulkhead, F&I | LB | 0.00 | $ - 0 | $ - 0 |
| 425-1-543 | Inlet, Ditch Bottom, Type D, J-Bot, <10', F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 425-2-61 | Manhole, P-8, <10'. F&I | EA | 1.00 | $ - 0 | $ - 0 |
| 430-175-118 | Pipe Culvert, Optional Material, Round, 18" CD, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 430-175-124 | Pipe Culvert, Optional Material, Round, 24" CD, F&I | LF | 146.00 | $ - 0 | $ - 0 |
| 430-175-230 | Pipe Culvert Optional Material, Other Shape Ellip/ Arch 30"S/CD, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 430-982-125 | Mitered End Section, Optional Material, Round, 18" CD, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 430-982-129 | Mitered End Section, Optional Material, Round, 24" CD, F&I | EA | 1.00 | $ - 0 | $ - 0 |
| 430-982-633 | Mitered End Section, Concrete, Optional, Elliptical/Arch, 30" CD, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 451-70 | Helical Anchors, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 455-133-3 | Sheet Piling Steel, F&I Permanent, Non-Vibratory Press-In Method Required, F&I | SF | 0.00 | $ - 0 | $ - 0 |
| 515-2-311 | Pedestrian/Bicycle Railing, Aluminum Only, 42" Type 1, Black Powder Coated, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 520-1-10 | Concrete Curb & Gutter, Type F, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 520-2-4 | Concrete Curb & Gutter, Type D, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 524-1-4 | Concrete Ditch Pavement, Non-Reinforced, 6", F&I | SY | 0.00 | $ - 0 | $ - 0 |
| 530-3-3 | Riprap-Rubble, Bank and Shore, F&I | TN | 0.00 | $ - 0 | $ - 0 |
| 530-3-4 | Riprap, Rubble, Ditch Lining, F&I | TN | 36.90 | $ - 0 | $ - 0 |
| 530-4-6 | Articulating Concrete Block Revetment System, F&I | SY | 0.00 | $ - 0 | $ - 0 |
| 530-5-99 | Gabion, Mattress Lid, Replacement, F&I | SY | 0.00 | $ - 0 | $ - 0 |
| 530-74 | Bedding Stone, F&I | TN | 26.50 | $ - 0 | $ - 0 |
| 530-AJAX | A-Jacks Revetment System, F&! | SY | 0.00 | $ - 0 | $ - 0 |
| 550-10-212 | Fencing, Type B, 0.0-5.0', Vinyl Coating, Black, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 550-10-222 | Fencing, Type B, 5.1-6.0', Vinyl Coating, Black, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 550-10-410 | Fencing, Wood, Fence, 0.0-5.0' | LF | 0.00 | $ - 0 | $ - 0 |
| 550-60-211 | Fence Gate, Type B, Single, 0-6.0' Opening, Vinyl Clad, Black, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 570-1-2 | Performance Turf, Sod, F&I | SY | 436.00 | $ - 0 | $ - 0 |
| 999-1 | Property Restoration | LS | 1.00 | $ - 0 | $ - 0 |
| 999-2 | Out of Scope Work Allowance | LS | 1.00 | $ - 0 | $ - 0 |
| COAS-1 | Preconstruction Site Video | LS | 1.00 | $ - 0 | $ - 0 |
| COAS-2 | Utility Record Drawing | LS | 1.00 | $ - 0 | $ - 0 |
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| PROJECT TOTAL | $ - 0 | ||||
| NOTE: | Ancillary work required to install the proposed improvements that is not explicitly called out with a pay item shall be | ||||
| considered incidental to the cost of the improvements and included in the bid price including, but not limited to, dewatering, | |||||
| flow diversion, demucking, shoring, tree removal, etc. |
Add Alt-1
ITB-26-058-FH ITEMIZED BID FORM
CONSTRUCTION OF THE EROSION CONTROL & COUNTERMEASURES
WITHIN THE LITTLE WEKIVA RIVER BETWEEN SR 436 AND MONTGOMERY ROAD HURRICANE MILTON EWP EROSION CONTROL PROJECTS Add Alternate Area #1
| Pay Item No. | Pay Item Descriptions | Unit Type | Project Quantity | Pay Item Unit Price | Extended Price |
| 101-1 | Mobilization and Permits | LS | 1.00 | $ - 0 | $ - 0 |
| 102-1 | Maintenance of Traffic | LS | 1.00 | $ - 0 | $ - 0 |
| 104-10-3 | Staked Silt Fence, F&I | LF | 295.00 | $ - 0 | $ - 0 |
| 104-11 | Floating Turbidity Barrier, F&I | LF | 25.00 | $ - 0 | $ - 0 |
| 104-12 | Staked Turbidity Barrier, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 104-15 | Stabilized Construction Entrance, F&I | EA | 1.00 | $ - 0 | $ - 0 |
| 104-18 | Inlet Protection , F&I | EA | 1.00 | $ - 0 | $ - 0 |
| 110-2-2 | Selective Clearing and Grubbing | AC | 0.17 | $ - 0 | $ - 0 |
| 110-21 | Tree Protection Barrier, F&I | LF | 45.00 | $ - 0 | $ - 0 |
| 110-4-10 | Removal of Existing Concrete | SY | 0.00 | $ - 0 | $ - 0 |
| 110-73 | Remove Existing Bulkhead | LF | 35.00 | $ - 0 | $ - 0 |
| 120-1 | Regular Excavation | CY | 0.00 | $ - 0 | $ - 0 |
| 120-5 | Channel Excavation | CY | 260.00 | $ - 0 | $ - 0 |
| 120-6 | Embankment | CY | 25.00 | $ - 0 | $ - 0 |
| 400-0-11 | Concrete Class NS, Pipe Jacket | CY | 0.00 | $ - 0 | $ - 0 |
| 400-4-8 | Concrete, Class IV, Bulkhead, F&I | CY | 13.00 | $ - 0 | $ - 0 |
| 400-95-3A | Cofferdam - Installation, Maintenance & Removal, F&I | LS | 1.00 | $ - 0 | $ - 0 |
| 400-95-3B | Dewatering - Pumps & Wellpoints, F&I | ED | 30.00 | $ - 0 | $ - 0 |
| 415-1-8 | Reinforcing Steel, Bulkhead, F&I | LB | 1,110.00 | $ - 0 | $ - 0 |
| 425-1-543 | Inlet, Ditch Bottom, Type D, J-Bot, <10', F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 425-2-61 | Manhole, P-8, <10'. F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 430-175-118 | Pipe Culvert, Optional Material, Round, 18" CD, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 430-175-124 | Pipe Culvert, Optional Material, Round, 24" CD, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 430-175-230 | Pipe Culvert Optional Material, Other Shape Ellip/ Arch 30"S/CD, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 430-982-125 | Mitered End Section, Optional Material, Round, 18" CD, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 430-982-129 | Mitered End Section, Optional Material, Round, 24" CD, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 430-982-633 | Mitered End Section, Concrete, Optional, Elliptical/Arch, 30" CD, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 451-70 | Helical Anchors, F&I | EA | 9.00 | $ - 0 | $ - 0 |
| 455-133-3 | Sheet Piling Steel, F&I Permanent, Non-Vibratory Press-In Method Required, F&I | SF | 1,610.00 | $ - 0 | $ - 0 |
| 515-2-311 | Pedestrian/Bicycle Railing, Aluminum Only, 42" Type 1, Black Powder Coated, F&I | LF | 56.00 | $ - 0 | $ - 0 |
| 520-1-10 | Concrete Curb & Gutter, Type F, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 520-2-4 | Concrete Curb & Gutter, Type D, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 524-1-4 | Concrete Ditch Pavement, Non-Reinforced, 6", F&I | SY | 0.00 | $ - 0 | $ - 0 |
| 530-3-3 | Riprap-Rubble, Bank and Shore, F&I | TN | 315.00 | $ - 0 | $ - 0 |
| 530-3-4 | Riprap, Rubble, Ditch Lining, F&I | TN | 0.00 | $ - 0 | $ - 0 |
| 530-4-6 | Articulating Concrete Block Revetment System, F&I | SY | 0.00 | $ - 0 | $ - 0 |
| 530-5-99 | Gabion, Mattress Lid, Replacement, F&I | SY | 0.00 | $ - 0 | $ - 0 |
| 530-74 | Bedding Stone, F&I | TN | 97.00 | $ - 0 | $ - 0 |
| 530-AJAX | A-Jacks Revetment System, F&! | SY | 0.00 | $ - 0 | $ - 0 |
| 550-10-212 | Fencing, Type B, 0.0-5.0', Vinyl Coating, Black, F&I | LF | 0.00 | $ - 0 | $ - 0 |
| 550-10-222 | Fencing, Type B, 5.1-6.0', Vinyl Coating, Black, F&I | LF | 32.00 | $ - 0 | $ - 0 |
| 550-10-410 | Fencing, Wood, Fence, 0.0-5.0' | LF | 0.00 | $ - 0 | $ - 0 |
| 550-60-211 | Fence Gate, Type B, Single, 0-6.0' Opening, Vinyl Clad, Black, F&I | EA | 0.00 | $ - 0 | $ - 0 |
| 570-1-2 | Performance Turf, Sod, F&I | SY | 575.00 | $ - 0 | $ - 0 |
| 999-1 | Property Restoration | LS | 1.00 | $ - 0 | $ - 0 |
| 999-2 | Out of Scope Work Allowance | LS | 1.00 | $ - 0 | $ - 0 |
| COAS-1 | Preconstruction Site Video | LS | 1.00 | $ - 0 | $ - 0 |
| COAS-2 | Utility Record Drawing | LS | 1.00 | $ - 0 | $ - 0 |
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| ADD ALTERNATE 1 TOTAL | $ - 0 | ||||
| NOTE: | Ancillary work required to install the proposed improvements that is not explicitly called out with a pay item shall be | ||||
| considered incidental to the cost of the improvements and included in the bid price including, but not limited to, dewatering, | |||||
| flow diversion, demucking, shoring, tree removal, etc. |
image1.jpg image2.jpeg
File details come from the government source that posted it. Updated .