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 Invitation to Bid (ITB) 26-058-FH issued by the City of Altamonte Springs, Florida, for erosion control and countermeasures construction within the Little Wekiva River between State Road 436 and Montgomery Road in response to Hurricane Milton damage. The project comprises four base bid site packages plus one add alternate package, with construction activities including mobilization and permits, maintenance of traffic, silt fence and turbidity barrier installation, selective clearing and grubbing, excavation, embankment work, concrete construction, cofferdam installation, dewatering operations, and reinforcing steel placement. The bid form itemizes quantities across the four project areas with unit pricing required for each line item; a non-mandatory site visit occurred on February 25, 2026, with bids due by 11:00 a.m. on March 18, 2026, questions regarding specifications required submission by 4:30 p.m. on March 9, 2026, and the Intent to Award and Award of Bid were tentatively scheduled for April 7, 2026. The contract requires completion within 150 calendar days from the Notice to Proceed, with site preparation to commence within 14 days and site construction to be completed within 90 calendar days, subject to liquidated damages of $2,667 per day for failure to meet the completion deadline.
Bidders must submit a bid guaranty of not less than five percent of the total bid amount and provide a performance and payment bond equal to 100 percent of the contract amount upon award, with a 10 percent maintenance bond required upon project completion for two-year repair guarantees. The project is partially funded through the U.S. Department of Agriculture NRCS under the Emergency Watershed Protection program (Agreement No. NR254209XXXXC006, CFDA No. 10.923), requiring compliance with 2 CFR 200.317-200.326 procurement requirements, prevailing wage standards, NRCS federal grant funding standards, and applicable OSHA and environmental regulations. The solicitation specifies no set-aside designations or restrictions limiting response to particular organization types or disadvantaged enterprises. Qualified contractors must hold a current Florida Certified General Contractor license, have a minimum five years in business, maintain comprehensive insurance coverage including workers' compensation, commercial general liability, auto liability, and pollution liability, and be registered with E-Verify. No incumbent vendors or current contractors are identified in the procurement documents, and specific total contract award values or budget ranges are not disclosed in the available solicitation documents.
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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 .