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 document is an Itemized Bid Form (Attachment_1_-_Bid_Form.xlsx) for the City of Altamonte Springs, Florida, detailing an Erosion Control & Countermeasures project within the Little Wekiva River between SR 436 and Montgomery Road. The project is part of the Hurricane Ian Emergency Watershed Protection (EWP) Erosion Control Projects and is divided into four distinct project areas. The bid form includes comprehensive itemized quantities for multiple construction activities such as mobilization, maintenance of traffic, silt fence installation, turbidity barrier placement, selective clearing, channel excavation, embankment, concrete work, sheet piling, riprap installation, gabion placement, fencing, and performance turf restoration. Each project area has unique quantities and specific construction requirements, with items ranging from stabilized construction entrances to pedestrian/bicycle railings and property restoration.
The bid form does not list specific pricing or total project costs, as the unit price columns are blank. The project appears to be funded through emergency watershed protection efforts related to Hurricane Ian, with a focus on river bank stabilization and erosion control. The solicitation seeks a qualified Florida licensed certified General Contractor to provide labor, equipment, materials, and incidentals for constructing erosion control countermeasures. Notable project elements include articulated concrete block mats, gabion mattresses and baskets, rip-rap rubble stream placement, and sheet piling installation. A key note in the document indicates that ancillary work not explicitly listed with a pay item shall be considered incidental to the improvement costs and included in the bid price, such as dewatering, flow diversion, demucking, shoring, and tree removal.
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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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