Attachment_1_-_Bid_Form.xlsx
XLSX spreadsheet 117 KB Posted
- Solicitation number
- ITB-25-056-FH
- Issued by
- Seminole County, Florida
About this file
The file "Attachment_1_-_Bid_Form.xlsx" is a bid form related to a state and local contract opportunity issued by the City of Altamonte Springs, Florida, for the Hurricane Ian Emergency Watershed Protection (EWP) Erosion Control Project. The project involves comprehensive river bank stabilization within the Little Wekiva River between State Road 436 and Montgomery Road, spanning approximately 1,500 linear feet. Contractors will be responsible for constructing or repairing articulated concrete block mats, gabion mattresses, gabion baskets, rip-rap rubble stream placement, sheet piling, and associated infrastructure repairs across four distinct project areas. The bid submission deadline is Wednesday, July 30, 2025, at 11:00 a.m., with a non-mandatory site visit scheduled for Tuesday, July 1, 2025, at 9:00 a.m. at the San Sebastian Trailhead. The anticipated contract award is in August/September 2025, with a contract duration of 210 calendar days from the notice to proceed.
The project is partially funded by the U.S. Department of Agriculture Natural Resources Conservation Service (NRCS) under Agreement No. NR234209XXXXC006. Bidders must be registered with E-Verify, have at least five years in business, and not appear on state or federal prohibited companies lists. There are no specific set-aside designations for disadvantaged enterprises. Contractors are required to provide comprehensive insurance coverage, including $1,000,000 in commercial general liability and $5,000,000 in umbrella/excess liability. A bid bond of 5% of the total bid price is mandatory, and performance and payment bonds will be required. Bidders must submit a Project Experience Form, Conflict of Interest Form, and Non-Collusion/Lobbying Certification. While no specific budget range is provided, the extensive scope of work suggests a significant investment in infrastructure rehabilitation and environmental protection.
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Total Bid
ITB-25-056-FH - ITEMIZED BID FORM FOR
CONSTRUCTION OF
EROSION CONTROL & COUNTERMEASURES WITHIN THE LITTLE WEKIVA RIVER BETWEEN SR 436 AND MONTGOMERY ROAD - HURRICANE IAN EWP EROSION CONTROL PROJECTS Total Bid (Combination of All Four Project Areas)
| Pay Item No. | Descriptions | Unit | Qty Project Area 1 | Qty Project Area 2 | Qty Project Area 3 | Qty Project Area 4 | Extended Price |
| 101-1 | Mobilization and Permits | LS | 1 | 1 | 1 | 1 | $ - 0 |
| 102-1 | Maintenance of Traffic | LS | 1 | 1 | 1 | 1 | $ - 0 |
| 104-10-3 | Staked Silt Fence | LF | 295 | 370 | 215 | 275 | $ - 0 |
| 104-11 | Floating Turbidity Barrier | LF | 25 | 45 | 35 | 30 | $ - 0 |
| 104-12 | Staked Turbidity Barrier | LF | 0 | 65 | 0 | 30 | $ - 0 |
| 104-15 | Stabilized Construction Entrance | EA | 1 | 1 | 1 | 1 | $ - 0 |
| 104-18 | Inlet Protection | EA | 1 | 1 | 1 | 4 | $ - 0 |
| 110-2-2 | Selective Clearing and Grubbing | SY | 825 | 1,175 | 370 | 1,310 | $ - 0 |
| 110-21 | Tree Protection Barrier | LF | 45 | 35 | 150 | 340 | $ - 0 |
| 110-73 | Remove Existing Bulkhead | LF | 35.0 | 15.0 | 0.0 | 0.0 | $ - 0 |
| 120-5 | Channel Excavation | CY | 260.0 | 275.0 | 12.0 | 180.0 | $ - 0 |
| 120-6 | Embankment | CY | 25.0 | 150.0 | 5.0 | 135.0 | $ - 0 |
| 400-4-8 | Concrete, Class IV, Bulkhead | CY | 13.0 | 16.0 | 0.0 | 0.0 | $ - 0 |
| 400-95 | Cofferdam and Dewatering | LS | 1.0 | 1.0 | 1.0 | 1.0 | $ - 0 |
| 415-1-8 | Reinforcing Steel, Bulkhead | LB | 1,110 | 1,485 | 0 | 0 | $ - 0 |
| 430-175-166 | Pipe Culvert, 66" CMP | LF | 0 | 12 | 0 | 0 | $ - 0 |
| 451-70 | Helical Anchors | EA | 9 | 9 | 0 | 0 | $ - 0 |
| 455-133-3 | Sheet Piling Steel, F&I Permanent, Non-Vibratory Press-In Method Required | SF | 1,610 | 1,770 | 0 | 0 | $ - 0 |
| 515-2-311 | Pedestrian/Bicycle Railing, Aluminum Only, 42" Type 1, Black Powder Coated | LF | 56 | 61 | 0 | 0 | $ - 0 |
| 530-3-3 | Riprap-Rubble, Bank and Shore | TN | 315 | 359 | 0 | 0 | $ - 0 |
| 530-4-6 | Articulating Concrete Block Revetment System, Thickness 6" | SY | 0 | 0 | 38 | 0 | $ - 0 |
| 530-5-11 | Gabion, Mattress Less Than 1 Foot Thickness | SY | 0 | 0 | 0 | 252 | $ - 0 |
| 530-5-13 | Gabion, Basket | CY | 0 | 0 | 0 | 86 | $ - 0 |
| 530-74 | Bedding Stone | TN | 97 | 111 | 0 | 16 | $ - 0 |
| 550-10-220 | Fencing, Type B, 5.1-6.0', Standard | LF | 32 | 42 | 0 | 0 | $ - 0 |
| 550-60-211 | Fence Gate, Type B, Single, 0-6.0' Opening | EA | 0 | 1 | 0 | 0 | $ - 0 |
| 570-1-2 | Performance Turf, Sod | SY | 575 | 845 | 265 | 1,050 | $ - 0 |
| 999-1 | Property Restoration | LS | 1 | 1 | 1 | 1 | $ - 0 |
| 999-2 | External Coupling, 66" CMP | EA | 0 | 1 | 0 | 0 | $ - 0 |
| 999-3 | Internal Seal, 66" CMP | EA | 0 | 1 | 0 | 0 | $ - 0 |
| 999-4 | Replacement Shed | EA | 0 | 1 | 0 | 0 | $ - 0 |
| 999-5 | Remove Existing Gabion Mats and Baskets | LS | 0 | 0 | 0 | 1 | $ - 0 |
| 999-6 | Temporary Security Fence | LF | 0 | 0 | 0 | 700 | $ - 0 |
| 999-7 | Temporary Wayfinding Signage | LS | 0 | 0 | 0 | 1 | $ - 0 |
| 999-8 | River Staff Gauge | EA | 0 | 0 | 0 | 1 | $ - 0 |
| 999-9 | Out of Scope Work Allowance | LS | 1 | 1 | 1 | 1 | $ - 0 |
| 0 | 0 | 0 | 0 | $ - 0 | |||
| 0 | 0 | 0 | 0 | $ - 0 | |||
| 0 | 0 | 0 | 0 | $ - 0 | |||
| 0 | 0 | 0 | 0 | $ - 0 | |||
| 0 | 0 | 0 | 0 | $ - 0 | |||
| 0 | 0 | 0 | 0 | $ - 0 | |||
| 0 | 0 | 0 | 0 | $ - 0 | |||
| 0 | 0 | 0 | 0 | $ - 0 | |||
| 0 | 0 | 0 | 0 | $ - 0 | |||
| Amount to Enter on the Proposal Bid Form | BID TOTAL | $ - 0 |
Project Area 1
ITB-25-056-FH - ITEMIZED BID FORM
CONSTRUCTION OF
EROSION CONTROL & COUNTERMEASURES WITHIN THE LITTLE WEKIVA RIVER BETWEEN SR 436 AND MONTGOMERY ROAD - HURRICANE IAN 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 | |
| 102-1 | Maintenance of Traffic | LS | 1.00 | $ - 0 | |
| 104-10-3 | Staked Silt Fence | LF | 295.00 | $ - 0 | |
| 104-11 | Floating Turbidity Barrier | LF | 25.00 | $ - 0 | |
| 104-12 | Staked Turbidity Barrier | LF | 0.00 | $ - 0 | |
| 104-15 | Stabilized Construction Entrance | EA | 1.00 | $ - 0 | |
| 104-18 | Inlet Protection | EA | 1.00 | $ - 0 | |
| 110-2-2 | Selective Clearing and Grubbing | SY | 825.00 | $ - 0 | |
| 110-21 | Tree Protection Barrier | LF | 45.00 | $ - 0 | |
| 110-73 | Remove Existing Bulkhead | LF | 35.00 | $ - 0 | |
| 120-5 | Channel Excavation | CY | 260.00 | $ - 0 | |
| 120-6 | Embankment | CY | 25.00 | $ - 0 | |
| 400-4-8 | Concrete, Class IV, Bulkhead | CY | 13.00 | $ - 0 | |
| 400-95 | Cofferdam and Dewatering | LS | 1.00 | $ - 0 | |
| 415-1-8 | Reinforcing Steel, Bulkhead | LB | 1,110.00 | $ - 0 | |
| 430-175-166 | Pipe Culvert, 66" CMP | LF | 0.00 | $ - 0 | |
| 451-70 | Helical Anchors | EA | 9.00 | $ - 0 | |
| 455-133-3 | Sheet Piling Steel, F&I Permanent, Non-Vibratory Press-In Method Required | SF | 1,610.00 | $ - 0 | |
| 515-2-311 | Pedestrian/Bicycle Railing, Aluminum Only, 42" Type 1, Black Powder Coated | LF | 56.00 | $ - 0 | |
| 530-3-3 | Riprap-Rubble, Bank and Shore | TN | 315.00 | $ - 0 | |
| 530-4-6 | Articulating Concrete Block Revetment System, Thickness 6" | SY | 0.00 | $ - 0 | |
| 530-5-11 | Gabion, Mattress Less Than 1 Foot Thickness | SY | 0.00 | $ - 0 | |
| 530-5-13 | Gabion, Basket | CY | 0.00 | $ - 0 | |
| 530-74 | Bedding Stone | TN | 97.00 | $ - 0 | |
| 550-10-220 | Fencing, Type B, 5.1-6.0', Standard | LF | 32.00 | $ - 0 | |
| 550-60-211 | Fence Gate, Type B, Single, 0-6.0' Opening | EA | 0.00 | $ - 0 | |
| 570-1-2 | Performance Turf, Sod | SY | 575.00 | $ - 0 | |
| 999-1 | Property Restoration | LS | 1.00 | $ - 0 | |
| 999-2 | External Coupling, 66" CMP | EA | 0.00 | $ - 0 | |
| 999-3 | Internal Seal, 66" CMP | EA | 0.00 | $ - 0 | |
| 999-4 | Replacement Shed | EA | 0.00 | $ - 0 | |
| 999-5 | Remove Existing Gabion Mats and Baskets | LS | 0.00 | $ - 0 | |
| 999-6 | Temporary Security Fence | LF | 0.00 | $ - 0 | |
| 999-7 | Temporary Wayfinding Signage | LS | 0.00 | $ - 0 | |
| 999-8 | River Staff Gauge | EA | 0.00 | $ - 0 | |
| 999-9 | Out of Scope Work Allowance | LS | 1.00 | $ - 0 | |
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 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 2
ITB-25-056-FH - ITEMIZED BID FORM
CONSTRUCTION OF
EROSION CONTROL & COUNTERMEASURES WITHIN THE LITTLE WEKIVA RIVER BETWEEN SR 436 AND MONTGOMERY ROAD - HURRICANE IAN 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 | |
| 102-1 | Maintenance of Traffic | LS | 1.00 | $ - 0 | |
| 104-10-3 | Staked Silt Fence | LF | 370.00 | $ - 0 | |
| 104-11 | Floating Turbidity Barrier | LF | 45.00 | $ - 0 | |
| 104-12 | Staked Turbidity Barrier | LF | 65.00 | $ - 0 | |
| 104-15 | Stabilized Construction Entrance | EA | 1.00 | $ - 0 | |
| 104-18 | Inlet Protection | EA | 1.00 | $ - 0 | |
| 110-2-2 | Selective Clearing and Grubbing | SY | 1,175.00 | $ - 0 | |
| 110-21 | Tree Protection Barrier | LF | 35.00 | $ - 0 | |
| 110-73 | Remove Existing Bulkhead | LF | 15.00 | $ - 0 | |
| 120-5 | Channel Excavation | CY | 275.00 | $ - 0 | |
| 120-6 | Embankment | CY | 150.00 | $ - 0 | |
| 400-4-8 | Concrete, Class IV, Bulkhead | CY | 16.00 | $ - 0 | |
| 400-95 | Cofferdam and Dewatering | LS | 1.00 | $ - 0 | |
| 415-1-8 | Reinforcing Steel, Bulkhead | LB | 1,485.00 | $ - 0 | |
| 430-175-166 | Pipe Culvert, 66" CMP | LF | 12.00 | $ - 0 | |
| 451-70 | Helical Anchors | EA | 9.00 | $ - 0 | |
| 455-133-3 | Sheet Piling Steel, F&I Permanent, Non-Vibratory Press-In Method Required | SF | 1,770.00 | $ - 0 | |
| 515-2-311 | Pedestrian/Bicycle Railing, Aluminum Only, 42" Type 1, Black Powder Coated | LF | 61.00 | $ - 0 | |
| 530-3-3 | Riprap-Rubble, Bank and Shore | TN | 359.00 | $ - 0 | |
| 530-4-6 | Articulating Concrete Block Revetment System, Thickness 6" | SY | 0.00 | $ - 0 | |
| 530-5-11 | Gabion, Mattress Less Than 1 Foot Thickness | SY | 0.00 | $ - 0 | |
| 530-5-13 | Gabion, Basket | CY | 0.00 | $ - 0 | |
| 530-74 | Bedding Stone | TN | 111.00 | $ - 0 | |
| 550-10-220 | Fencing, Type B, 5.1-6.0', Standard | LF | 42.00 | $ - 0 | |
| 550-60-211 | Fence Gate, Type B, Single, 0-6.0' Opening | EA | 1.00 | $ - 0 | |
| 570-1-2 | Performance Turf, Sod | SY | 845.00 | $ - 0 | |
| 999-1 | Property Restoration | LS | 1.00 | $ - 0 | |
| 999-2 | External Coupling, 66" CMP | EA | 1.00 | $ - 0 | |
| 999-3 | Internal Seal, 66" CMP | EA | 1.00 | $ - 0 | |
| 999-4 | Replacement Shed | EA | 1.00 | $ - 0 | |
| 999-5 | Remove Existing Gabion Mats and Baskets | LS | 0.00 | $ - 0 | |
| 999-6 | Temporary Security Fence | LF | 0.00 | $ - 0 | |
| 999-7 | Temporary Wayfinding Signage | LS | 0.00 | $ - 0 | |
| 999-8 | River Staff Gauge | EA | 0.00 | $ - 0 | |
| 999-9 | Out of Scope Work Allowance | LS | 1.00 | $ - 0 | |
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 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 3
ITB-25-056-FH - ITEMIZED BID FORM
CONSTRUCTION OF
EROSION CONTROL & COUNTERMEASURES WITHIN THE LITTLE WEKIVA RIVER BETWEEN SR 436 AND MONTGOMERY ROAD - HURRICANE IAN 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 | |
| 102-1 | Maintenance of Traffic | LS | 1.00 | $ - 0 | |
| 104-10-3 | Staked Silt Fence | LF | 215.00 | $ - 0 | |
| 104-11 | Floating Turbidity Barrier | LF | 35.00 | $ - 0 | |
| 104-12 | Staked Turbidity Barrier | LF | 0.00 | $ - 0 | |
| 104-15 | Stabilized Construction Entrance | EA | 1.00 | $ - 0 | |
| 104-18 | Inlet Protection | EA | 1.00 | $ - 0 | |
| 110-2-2 | Selective Clearing and Grubbing | SY | 370.00 | $ - 0 | |
| 110-21 | Tree Protection Barrier | LF | 150.00 | $ - 0 | |
| 110-73 | Remove Existing Bulkhead | LF | 0.00 | $ - 0 | |
| 120-5 | Channel Excavation | CY | 12.00 | $ - 0 | |
| 120-6 | Embankment | CY | 5.00 | $ - 0 | |
| 400-4-8 | Concrete, Class IV, Bulkhead | CY | 0.00 | $ - 0 | |
| 400-95 | Cofferdam and Dewatering | LS | 1.00 | $ - 0 | |
| 415-1-8 | Reinforcing Steel, Bulkhead | LB | 0.00 | $ - 0 | |
| 430-175-166 | Pipe Culvert, 66" CMP | LF | 0.00 | $ - 0 | |
| 451-70 | Helical Anchors | EA | 0.00 | $ - 0 | |
| 455-133-3 | Sheet Piling Steel, F&I Permanent, Non-Vibratory Press-In Method Required | SF | 0.00 | $ - 0 | |
| 515-2-311 | Pedestrian/Bicycle Railing, Aluminum Only, 42" Type 1, Black Powder Coated | LF | 0.00 | $ - 0 | |
| 530-3-3 | Riprap-Rubble, Bank and Shore | TN | 0.00 | $ - 0 | |
| 530-4-6 | Articulating Concrete Block Revetment System, Thickness 6" | SY | 38.00 | $ - 0 | |
| 530-5-11 | Gabion, Mattress Less Than 1 Foot Thickness | SY | 0.00 | $ - 0 | |
| 530-5-13 | Gabion, Basket | CY | 0.00 | $ - 0 | |
| 530-74 | Bedding Stone | TN | 0.00 | $ - 0 | |
| 550-10-220 | Fencing, Type B, 5.1-6.0', Standard | LF | 0.00 | $ - 0 | |
| 550-60-211 | Fence Gate, Type B, Single, 0-6.0' Opening | EA | 0.00 | $ - 0 | |
| 570-1-2 | Performance Turf, Sod | SY | 265.00 | $ - 0 | |
| 999-1 | Property Restoration | LS | 1.00 | $ - 0 | |
| 999-2 | External Coupling, 66" CMP | EA | 0.00 | $ - 0 | |
| 999-3 | Internal Seal, 66" CMP | EA | 0.00 | $ - 0 | |
| 999-4 | Replacement Shed | EA | 0.00 | $ - 0 | |
| 999-5 | Remove Existing Gabion Mats and Baskets | LS | 0.00 | $ - 0 | |
| 999-6 | Temporary Security Fence | LF | 0.00 | $ - 0 | |
| 999-7 | Temporary Wayfinding Signage | LS | 0.00 | $ - 0 | |
| 999-8 | River Staff Gauge | EA | 0.00 | $ - 0 | |
| 999-9 | Out of Scope Work Allowance | LS | 1.00 | $ - 0 | |
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 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-25-056-FH - ITEMIZED BID FORM
CONSTRUCTION OF
EROSION CONTROL & COUNTERMEASURES WITHIN THE LITTLE WEKIVA RIVER BETWEEN SR 436 AND MONTGOMERY ROAD - HURRICANE IAN 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 | |
| 102-1 | Maintenance of Traffic | LS | 1.00 | $ - 0 | |
| 104-10-3 | Staked Silt Fence | LF | 275.00 | $ - 0 | |
| 104-11 | Floating Turbidity Barrier | LF | 30.00 | $ - 0 | |
| 104-12 | Staked Turbidity Barrier | LF | 30.00 | $ - 0 | |
| 104-15 | Stabilized Construction Entrance | EA | 1.00 | $ - 0 | |
| 104-18 | Inlet Protection | EA | 4.00 | $ - 0 | |
| 110-2-2 | Selective Clearing and Grubbing | SY | 1,310.00 | $ - 0 | |
| 110-21 | Tree Protection Barrier | LF | 340.00 | $ - 0 | |
| 110-73 | Remove Existing Bulkhead | LF | 0.00 | $ - 0 | |
| 120-5 | Channel Excavation | CY | 180.00 | $ - 0 | |
| 120-6 | Embankment | CY | 135.00 | $ - 0 | |
| 400-4-8 | Concrete, Class IV, Bulkhead | CY | 0.00 | $ - 0 | |
| 400-95 | Cofferdam and Dewatering | LS | 1.00 | $ - 0 | |
| 415-1-8 | Reinforcing Steel, Bulkhead | LB | 0.00 | $ - 0 | |
| 430-175-166 | Pipe Culvert, 66" CMP | LF | 0.00 | $ - 0 | |
| 451-70 | Helical Anchors | EA | 0.00 | $ - 0 | |
| 455-133-3 | Sheet Piling Steel, F&I Permanent, Non-Vibratory Press-In Method Required | SF | 0.00 | $ - 0 | |
| 515-2-311 | Pedestrian/Bicycle Railing, Aluminum Only, 42" Type 1, Black Powder Coated | LF | 0.00 | $ - 0 | |
| 530-3-3 | Riprap-Rubble, Bank and Shore | TN | 0.00 | $ - 0 | |
| 530-4-6 | Articulating Concrete Block Revetment System, Thickness 6" | SY | 0.00 | $ - 0 | |
| 530-5-11 | Gabion, Mattress Less Than 1 Foot Thickness | SY | 252.00 | $ - 0 | |
| 530-5-13 | Gabion, Basket | CY | 86.00 | $ - 0 | |
| 530-74 | Bedding Stone | TN | 16.00 | $ - 0 | |
| 550-10-220 | Fencing, Type B, 5.1-6.0', Standard | LF | 0.00 | $ - 0 | |
| 550-60-211 | Fence Gate, Type B, Single, 0-6.0' Opening | EA | 0.00 | $ - 0 | |
| 570-1-2 | Performance Turf, Sod | SY | 1,050.00 | $ - 0 | |
| 999-1 | Property Restoration | LS | 1.00 | $ - 0 | |
| 999-2 | External Coupling, 66" CMP | EA | 0.00 | $ - 0 | |
| 999-3 | Internal Seal, 66" CMP | EA | 0.00 | $ - 0 | |
| 999-4 | Replacement Shed | EA | 0.00 | $ - 0 | |
| 999-5 | Remove Existing Gabion Mats and Baskets | LS | 1.00 | $ - 0 | |
| 999-6 | Temporary Security Fence | LF | 700.00 | $ - 0 | |
| 999-7 | Temporary Wayfinding Signage | LS | 1.00 | $ - 0 | |
| 999-8 | River Staff Gauge | EA | 1.00 | $ - 0 | |
| 999-9 | Out of Scope Work Allowance | LS | 1.00 | $ - 0 | |
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 0 | ||||
| 0.00 | $ - 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. |
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