ITB_26-058-FH-_Bid_Form_-_Milton_w-Add_AlternateRev1.xlsx
XLSX spreadsheet 124 KB Posted
- Solicitation number
- RFP-26-058-FH
- Issued by
- Seminole County, Florida
About this file
This is an itemized bid form for ITB-26-058-FH issued by the City of Altamonte Springs, Florida, 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 Work Program (EWP). The project encompasses four base bid project areas plus one add alternate. The work involves installation and maintenance of erosion control measures including staked and floating silt fences, turbidity barriers, stabilized construction entrances, and inlet protection. Additional work includes selective clearing and grubbing, tree protection barriers, removal of existing concrete and bulkheads, channel and regular excavation, embankment construction, cofferdam installation and maintenance, dewatering operations, and reinforcing steel installation. The bid form specifies quantities for each pay item across the four project areas, with the base bid combining all areas and the add alternate including separate quantities for additional work.
The bid form presents pay items with quantities organized by project area to allow for itemized pricing of labor, equipment, materials, and incidentals. All extended price columns in the provided document are blank, indicating that contractors must fill in unit prices and calculate extended prices for each line item in both the base bid and add alternate sections. The form requires contractors to provide pricing for lump sum mobilization and permits, maintenance of traffic, and cofferdam work, as well as unit prices for linear feet, square yards, cubic yards, earth days, and equipment-day items. The structure allows the City of Altamonte Springs to evaluate competitive proposals on a detailed, line-item basis for both the required base bid work and the optional add alternate scope.
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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. |
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File details come from the government source that posted it. Updated .