Add1_Revised_ITB_26-058-FH-_Bid_Form_-_Milton_w-Add_AlternateRev1.xlsx
XLSX spreadsheet 125 KB Posted
- Solicitation number
- ITB-26-058-FH
- Issued by
- Seminole County, Florida
About this file
Itemized Bid Form for Erosion Control and Countermeasures Project
This is an Itemized Bid Form (Addendum No. 1) prepared by the City of Altamonte Springs, Florida, for ITB 26-058-FH, seeking a Florida-licensed Certified General Contractor to construct erosion control and countermeasures within the Little Wekiva River between State Road 436 and Montgomery Road in response to Hurricane Milton damage. The project encompasses four base bid project areas plus one add-alternate package, with construction items including mobilization and permits, maintenance of traffic, silt fencing, turbidity barriers, selective clearing and grubbing, excavation (regular and channel), embankment work, concrete construction for bulkheads, cofferdam installation and removal, dewatering operations, and reinforcing steel. The bid form itemizes pay items by line item number with unit quantities specified across each project area and extended price columns for both the base bid and add-alternate work. The 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, with addenda issued by March 13, 2026. The Intent to Award Recommendation and Award of Bid were tentatively scheduled for April 7, 2026. The contract requires completion of site preparation within 14 days of Notice to Proceed, site construction within 90 calendar days, and final work within 30 calendar days, for an overall 150-calendar-day project completion requirement.
Bidders must submit a bid guaranty of not less than five percent of the total bid amount and a performance and payment bond equal to 100 percent of the contract amount upon award. Liquidated damages are assessed at $2,667 per day for failure to meet the 150-calendar-day completion deadline, 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 Natural Resources Conservation Service (NRCS) under the Emergency Watershed Protection program (Agreement No. NR254209XXXXC006, CFDA No. 10.923) and is subject to compliance with 2 CFR 200.317-200.326 federal procurement requirements, prevailing wage standards, St. Johns River Water Management District permit requirements, and Florida Department of Transportation standards. The solicitation does not specify set-aside designations or restrictions limiting response to particular organization types. No incumbent vendors or current contractors are identified. The bid form presented is blank with no pricing information completed by the bidder.
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 - ADDENDUM No. 1 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 | $ 40,000.00 | 1.00 | $ 10,000.00 |
| 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 | $ 40,000.00 | $ 10,000.00 |
Amount for Add Alternate 1 ADD ALT #1 TOTAL $ 10,000.00
| Combined Total Base Bid with Add Alternate 1 | TOTAL BID | $ 50,000.00 | |
| 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 | $ 10,000.00 | $ 10,000.00 |
| 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 | $ 10,000.00 | ||||
| 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 | $ 10,000.00 | $ 10,000.00 |
| 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 | $ 10,000.00 | ||||
| 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 | $ 10,000.00 | $ 10,000.00 |
| 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 | $ 10,000.00 | ||||
| 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 | $ 10,000.00 | $ 10,000.00 |
| 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 | $ 10,000.00 | ||||
| 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 | $ 10,000.00 | $ 10,000.00 |
| 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 | $ 10,000.00 | ||||
| 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 .