ITB20261468_Exhibit_2_Bid_Price_Schedule_Workbook_7.16.26.xlsx
XLSX spreadsheet 38 KB Posted
- Attached to
- PW 2516 Gee Creek Erosion Control Projects
- Solicitation number
- ITB-2026-1468
- Issued by
- Seminole County, Florida
About this file
This is a Bid Price Schedule Workbook for ITB 2026-1468 issued by the City of Casselberry, Florida for PW 2516 Gee Creek Erosion Control Projects. The project comprises two separate erosion control and drainage reconstruction sites: the Golf Course location at 190 S. Triplet Lake Drive and The Palms at Casselberry on Sandpiper Lane/280 N. Oxford Road. Both projects are post-hurricane erosion repair initiatives designed to reconstruct and reinforce existing drainage assets within the city. The workbook contains detailed line-item bid schedules with 23 pay items for the Golf Course project and 19 pay items for The Palms project, covering work including clearing and grubbing, sheet piling installation, concrete structures, erosion control, sod installation, drainage infrastructure, and site restoration. Quantities are specified for each item, ranging from lump-sum work to measured quantities such as 159 linear feet of steel sheet piling and 279 square yards of riprap installation at the Golf Course, and 118 cubic yards of channel excavation and 46 square yards of articulating concrete block revetment at The Palms.
The bid schedule provides a template for contractors to input unit costs and extended costs, with all line items initially populated at $1.00 unit cost and $0 extended cost pending bidder submissions. Both sections include comprehensive pay item notes defining the scope of work, materials, labor, and equipment requirements for each line item in accordance with FDOT standards and city specifications. The base bid totals are calculated from the extended costs once bidders input their pricing. Bidders must submit financial data, evidence of qualifications, previous experience with references, and proof of authority to conduct business in Florida as part of their bid response. The file serves as the pricing instrument for determining the lowest, responsible, and responsive bidder.
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Golf Course Bid Schedule
| ITB-2026-1468 PW 2516 Golf Course at 190 S. Triplet Lake Drive Bid Price Schedule | ||||||
| Item | Pay Item No. | Description | Unit | Quantity | Unit Cost | Extended Cost |
| 1 | 101-1 | MOBILIZATION (PRECONSTRUCTION VIDEO, LAY DOWN YARD, LOCATES, EXPLORATORY DIGGING, ETC.) (5% OF SUBTOTAL) | LS | 1 | $ 1.00 | $ - 0 |
| 2 | 102-1 | MAINTENANCE OF TRAFFIC | LS | 1 | $ 1.00 | $ - 0 |
| 3 | 104-1 | PREVENTION, CONTROL & ABATEMENT OF EROSION & WATER POLLUTION | LS | 1 | $ 1.00 | $ - 0 |
| 4 | 108-1 | MONITOR EXISITNG STRUCTURES - INSPECTION, SETTLEMENT, AND VIBRATION MONITORING | LS | 1 | $ 1.00 | $ - 0 |
| 5 | 110-2 | CLEARING AND GRUBBING | LS | 1 | $ 1.00 | $ - 0 |
| 6 | 120-12.7 | EMBANKMENT | LS | 1 | $ 1.00 | $ - 0 |
| 7 | 430-2.1 | FURNISH AND INSTALL 12"ADS PIPE | LF | 16 | $ 1.00 | $ - 0 |
| 8 | 0425-1541 | FURNISH AND INSTALL FDOT TYPE D INLET | LS | 1 | $ 1.00 | $ - 0 |
| 9 | 455-133-C | FURNISH AND INSTALL STEEL SHEET PILING | LF | 159 | $ 1.00 | $ - 0 |
| 10 | CPC-1 | INSTALL REINFORCED CONCRETE CAP | LF | 170 | $ 1.00 | $ - 0 |
| 11 | CFS-1 | INSTALL 8" REINFORCED CONCRETE FLUME SLAB | LS | 1 | $ 1.00 | $ - 0 |
| 12 | SPCC-1 | INSTALL SHEET PILE WALL DRAINAGE PIPE COLLAR | EA | 2 | $ 1.00 | $ - 0 |
| 13 | 400-011 | INSTALL 4 FT TALL FDOT GRAVITY WALL (SCHEME 1) | LF | 24 | $ 1.00 | $ - 0 |
| 14 | 515-062 | INSTALL FDOT PED/BICYCLE RAILING PER FDOT INDEX | LF | 23 | $ 1.00 | $ - 0 |
| 15 | 520-001 | REMOVAL, DISPOSAL, AND INSTALLATION OF CONCRETE CURB | LF | 44 | $ 1.00 | $ - 0 |
| 16 | 522-001 | REMOVAL, DISPOSAL, AND INSTALLATION OF CONCRETE SIDEWALK (6"), DRIVEWAY, TRANSITIONS, AND APPROACHES | SY | 57 | $ 1.00 | $ - 0 |
| 17 | 530-3-4 | FURNISH AND INSTALL RIP-RAP, RUBBLE (DITCH LINING) (20" DEEP MINIMUM) | SY | 279 | $ 1.00 | $ - 0 |
| 18 | 145-72 | FURNISH AND INSTALL GEOWEB WITH GEOTEXTILE - CELLULAR CONFINEMENT | SY | 279 | $ 1.00 | $ - 0 |
| 19 | 570-1-2 | FURNISH AND INSTALL SOD (ST AUGUSTINE) | SY | 108 | $ 1.00 | $ - 0 |
| 20 | 570-1-2 | FURNISH AND INSTALL SOD (BAHIA) | SY | 239 | $ 1.00 | $ - 0 |
| 21 | 570-1-2 | FURNISH AND INSTALL SOD (BERMUDA) | SY | 499 | $ 1.00 | $ - 0 |
| 22 | 5000-1 | CONSTRUCTION DEWATERING, BYPASS AND ACCOMMODATION OF SURFACE FLOWS | LS | 1 | $ 1.00 | $ - 0 |
| 23 | CR-1 | THE GOLF COURSE, 190 S. TRIPLET LAKE DRIVE RESTORATION, 180 S. TRIPLET LAKE DRIVE RESTORATION AND OFFSITE RESTORATION | LS | 1 | $ 1.00 | $ - 0 |
| Total Base Bid (Only the Base Bid will be utilized in the determination of the lowest, responsible and responsive Bidder) | $ - 0 | |||||
| Note: Input values within the Yellow highlighted Cells. Extended Cost column will auto populate |
FIRM NAME:
PROPOSER:
| PRINT NAME and SIGNATURE | |
| ADDRESS | |
| CITY/STATE/ZIP: | |
| TELEPHONE: | , |
| FAX NUMBER: | |
| E-MAIL: |
Golf Course Pay Item Notes
PAY ITEM NOTES
| 101-1 | INCLUDES COSTS ASSOCIATED WITH BUT NOT LIMITED TO SURVEY, PRE-CONSTRUCTION VIDEO, UTILITY COORDINATION, |
| EXPLORATORY DIGGING/UTILITY VERIFICATION, CONSTRUCTING AND DISMANTLING A TEMPORARY STAGING AREA, INSURANCES, | |
| BONDS, PERMITS AND ALL ADMINISTRATIVE COSTS ASSOCIATED WITH ACQUIRING AND MAINTAINING NECESSARY COVERAGES AS | |
| DESCRIBED IN THE CONTRACT DOCUMENTS. SEE GENERAL NOTES AND CONTRACT DOCUMENTS FOR ADDITIONAL ITEMS | |
| INCLUDED UNDER THIS PAY ITEM. | |
| 102-1 | INCLUDES ALL NECESSARY TRAFFIC CONTROL DEVICES INCLUDING FLAGMEN, PILOT CARS AND VARIABLE MESSAGE BOARDS, IN |
| ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (LATEST EDITION). | |
| CONTRACTOR SHALL SECURE CONSTRUCTION SITE (I.E. TEMPORARY PEDESTRIAN SAFETY FENCING, BARRICADES, SIGNS, ETC.) IN | |
| ORDER TO PREVENT PEDESTRIANS FROM ACCESSING THE PROJECT AREA. SEE GENERAL NOTES FOR ADDITIONAL ITEMS | |
| INCLUDED UNDER THIS PAY ITEM. | |
| 104-1 | INCLUDES THE COST OF ALL ITEMS REQUIRED FOR EROSION CONTROL INCLUDING, BUT NOT LIMITED TO, FLOCC LOGS, SYNTHETIC |
| BALES, TURBIDITY BARRIERS, SILT FENCE, AND TEMPORARY GRASSING AND INLET PROTECTION. AS SHOWN IN THE PLANS OR AS | |
| DIRECTED BY THE CITY IN ORDER TO MEET THE REQUIREMENTS OF SJRWMD, ACOE, OR ANY OTHER APPLICABLE EROSION | |
| CONTROL REQUIREMENTS OR REGULATIONS. | |
| 108-1 | INCLUDES ALL MONITORING REQUIREMENTS ON THE PROJECT INCLUDING DESIGN, LABOR, DEVICES, MATERIALS, AND |
| DOCUMENTATION TO INSPECT EXISTING STRUCTURES (BEFORE AND AFTER) FOR POSSIBLE EFFECTS OF THE SHEET PILING | |
| INSTALLATION. | |
| 110-1-1 | INCLUDES, BUT IS NOT LIMITED TO, THE TRIMMING AND REMOVAL OF TREES AND VEGETATION. ANY TREES LARGER THAN 6" AND |
| IDENTIFIED TO BE REMOVED SHALL BE CONFIRMED IN THE FIELD BY THE CITY AND/OR THE CITY'S REPRESENTATIVE PRIOR TO | |
| REMOVAL. INCLUDES REMOVAL OF EXISTING SLOPE STABILIZATION, GROUND PROTECTION AND OR GROUND COVER AND DISPOSE | |
| ALL MATERIAL AT THE CONTRACTORS COST DRAINAGE STRUCTURES, CULVERTS AND PIPES AT CONTRACTORS COST. | |
| 120-5 | INCLUDES THE COST OF ALL LABOR, EQUIPMENT, MATERIALS, AND ANY OTHER ITEMS NECESSARY FOR THE EXCAVATION ALONG |
| THE CHANNEL BED AND BANKS ASSOCIATED WITH INSTALLATION OF SHEET PILE, RIP-RAP RUBBLE, AND GRAVITY WALL. | |
| 120-6 | INCLUDES THE COST OF ALL LABOR, EQUIPMENT, MATERIALS, AND ANY OTHER ITEMS NECESSARY FOR PLACING FILL AND / OR |
| WASHED AGGREGATE ALONG THE TOE OF THE GABION WALL, CHANNEL BED AND BANKS, INCLUDING MEETING COMPACTION | |
| REQUIREMENTS. | |
| 430174130 | FURNISH AND INSTALL PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 12" SD PER FDOT STANDARD SPECIFICATION FOR ROAD AND |
| BRIDGE CONSTRUCTION SECTION 430-4. | |
| 0425-1541 | FURNISH AND INSTALL FDOT TYPE D INLET PER FDOT INDEX 232. |
| 455-133-C | INCLUDES ALL DESIGN, LABOR, DEVICES, AND MATERIALS FOR THE INSTALLATION OF THE SHEET PILING (TEMPORARY AND |
| BURIED). INCLUDES CHANNEL BYPASS PLAN AND SITE FLOODING RECOVERY/RESTORATION. | |
| CPC-1 | CONCRETE PILE CAP PER FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION INDEX NO. 640. |
| CFS-1 | INSTALL 12" REINFORCED CONCRETE FLUME SLAB. THIS INCLUDING ALL SITE PREPARATION, COMPACTION, CONCRETE, REBAR, |
| DRILL, DOWEL, EPOXY, FORM WORK, FINISHING, EXPANSION JOINT, CLEANUP AND DISPOSAL. | |
| 400-011 | INSTALL 4 FT. TALL FDOT GRAVITY WALL (SCHEME 1). |
| 515-062 | INSTALL FDOT PED/BICYCLE RAILING PER FDOT INDEX 515-062 |
| OSR-1 | THIS INCLUDES THE COST FOR THE HANDRAIL MODIFICATIONS, EXISTING CONCRETE REMOVAL AND DISPOSAL, REGRADING, ALL |
| CONCRETE FORMING AND INSTALLATION REQUIRED TO RECONSTRUCT THE RIGHT OF WAY AND DRIVEWAY APRON PER SHEET C-4. | |
| DOES NOT INCLUDE SIDEWALK. | |
| 520-001 | INSTALL CONCRETE CURB PER FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION SECTION 520. THIS |
| INCLUDES CURB REMOVAL AND REPLACEMENT, CLEANUP AND DISPOSAL. | |
| 522-001 | CONCRETE SIDEWALK (6" THICK), DRIVEWAYS, TRANSITIONS, AND APPROACHES PER FDOT STANDARD SPECIFICATION FOR ROAD |
| AND BRIDGE CONSTRUCTION SECTION 522. | |
| 530-3-4 | INCLUDES THE COST OF ALL LABOR, EQUIPMENT, MATERIALS, AND ANY OTHER ITEMS NECESSARY FOR INSTALLATION OF RUBBLE |
| RIP-RAP RUBBLE WITHIN GEOWEBB AS SHOWN IN THE PLANS. INCLUDES THE COST OF GEOTEXTILE MATERIAL, UNDERLAYMENT, | |
| AND GEOTEXTILE ANCHOR TRENCHES (WITH NO. 4 STONE). GEOTEXTILES SHALL MEET FDOT INDEX 199 / SECTION 985. | |
| 145-72 | GEOWEB WITH GEOTEXTILE - CELLULAR CONFINEMENT PER GENERAL NOTES SECTION. |
| 570-1-2 | INCLUDES ALL DESIGN, LABOR, DEVICES, AND MATERIALS FOR THE INSTALLATION OF SOD. |
| 5000-1 | INCLUDES ALL LABOR, EQUIPMENT, MATERIALS, AND ANY OTHER ITEMS NECESSARY TO CREATE A DRY CONSTRUCTION ZONE |
| INCLUDING, BUT NOT LIMITED TO, TEMPORARY CHECK DAMS, PUMPS, STONE MATERIAL, GEOTEXTILE FABRIC AND PIPING. THE | |
| CONTRACTOR SHALL ACCOMMODATE CHANNEL FLOWS AND STORM EVENTS THROUGH THE SYSTEM IN ACCORDANCE WITH | |
| RECOMMENDATIONS PROVIDED IN THE CHANNEL BYPASS CONCEPT PLAN. THE CONTRACTOR SHALL PREPARE A CHANNEL | |
| BYPASS PLAN TO BE REVIEWED AND APPROVED BY THE CITY AT LEAST 1 WEEK PRIOR TO MOBILIZATION. THE CONTENTS OF THE | |
| CHANNEL BYPASS PLAN SHALL BE DESCRIBED BY THE CITY AT THE PRE-CONSTRUCTION MEETING. ANY COSTS ASSOCIATED WITH | |
| SITE FLOODING AND RECOVERY/RESTORATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE | |
| INCORPORATED INTO THIS PAY ITEM. | |
| CR-1 | THIS BID ITEM SHALL INCLUDE BUT NOT LIMITED TO THE FOLLOWING RESTORATION ACTIVITIES: |
| REGRADING OF ALL DISTURBED AREAS. | |
| REPLACEMENT OF ANY DAMAGED IRRIGATION, ROOF DRAIN DOWNSPOUTS, ASPHALT PAVEMENT, LANDSCAPING, ETC. | |
| REMOVAL AND DISPOSAL OF ANY TEMPORARY ACCESS ROADWAY OR EROSION PREVENTION DEVICES. | |
| ALL ACTIVITIES ASSOCIATED TO ANY TEMPORARY RELOCATION (SUCH AS BUT NOT LIMITED TO HANDRAIL, DECORATIVE BENCHES, | |
| SIGNAGE, MAILBOX, EXT.) WORK THAT IS REQUIRED FOR THE PROPOSED WORK AND NEGOTIATED WITH THE GOLF COURSE, CITY, | |
| AND RESIDENTS. | |
| DRIVEWAY REPLACEMENT FOR 180 S. TRIPLET LAKE |
The Palms Bid Schedule
| ITB-2026-1468 PW 2516 The Palms at Casselberry on Sandpiper Lane Bid Price Schedule | ||||||
| Item | Pay Item No. | Description | Unit | Quantity | Unit Cost | Extended Cost |
| 1 | 101-1 | MOBILIZATION (PRECONSTRUCTION VIDEO, LAY DOWN YARD, LOCATES, EXPLORATORY DIGGING, ETC.) (5% OF SUBTOTAL) | LS | 1 | $ - 0 | $ - 0 |
| 2 | 102-1 | MAINTENANCE OF TRAFFIC | LS | 1 | $ - 0 | $ - 0 |
| 3 | 104-1 | PREVENTION, CONTROL & ABATEMENT OF EROSION & WATER POLLUTION | LS | 1 | $ - 0 | $ - 0 |
| 5 | 110-2 | CLEARING AND GRUBBING | LS | 1 | $ - 0 | $ - 0 |
| 6 | 120-2 | CHANNEL EXCAVATION, SEDIMENT REMOVAL AND DISPOSAL FROM LINED DITCH | CY | 118 | $ - 0 | $ - 0 |
| 7 | 120-12.7 | EMBANKMENT | LS | 1 | $ - 0 | $ - 0 |
| 8 | 530-3.5 | ARTICULATING CONCRETE BLOCK REVETMENT SYSTEM (6" MINIMUM) | SY | 46 | $ - 0 | $ - 0 |
| 9 | CFS-1 | REMOVAL, DISPOSAL, AND INSTALLATION OF CONCRETE FLUME | EA | 1 | $ - 0 | $ - 0 |
| 10 | 430-4.6.3 | REMOVAL, DISPOSAL, AND INSTALLATION OF FDOT 30" MITERED END SECTION | EA | 1 | $ - 0 | $ - 0 |
| 11 | 550-002 | REMOVAL, DISPOSAL, AND INSTALLATION OF CHAIN LINK FENCE (FDOT TYPE B) | LF | 75 | $ - 0 | $ - 0 |
| 12 | 520-001 | REMOVAL, DISPOSAL, AND INSTALLATION OF CONCRETE CURB | LF | 30 | $ - 0 | $ - 0 |
| 13 | 522-001 | REMOVAL, DISPOSAL, AND INSTALLATION OF CONCRETE SIDEWALK (6") | LF | 20 | $ - 0 | $ - 0 |
| 14 | 570-1-2 | FURNISH AND INSTALL SOD (BAHIA) | SY | 433 | $ - 0 | $ - 0 |
| 15 | 570-1-2 | FURNISH AND INSTALL SOD (ST AUGUSTINE) | SY | 435 | $ - 0 | $ - 0 |
| 18 | 5000-1 | CONSTRUCTION DEWATERING, BYPASS AND ACCOMMODATION OF SURFACE FLOWS | LS | 1 | $ - 0 | $ - 0 |
| 19 | CR-1 | THE PALMS AT CASSELBERRY RESTORATION | LS | 1 | $ - 0 | $ - 0 |
| Total Base Bid (Only the Base Bid will be utilized in the determination of the lowest, responsible and responsive Bidder) | $ - 0 | |||||
| Note: Input values within the Yellow highlighted Cells. Extended Cost column will auto populate |
FIRM NAME:
PROPOSER:
| PRINT NAME and SIGNATURE | |
| ADDRESS | |
| CITY/STATE/ZIP: | |
| TELEPHONE: | , |
| FAX NUMBER: | |
| E-MAIL: |
The Palms Pay Item Notes
PAY ITEM NOTES
| 101-1 | INCLUDES COSTS ASSOCIATED WITH BUT NOT LIMITED TO SURVEY, PRE-CONSTRUCTION VIDEO, UTILITY COORDINATION, |
| EXPLORATORY DIGGING/UTILITY VERIFICATION, CONSTRUCTING AND DISMANTLING A TEMPORARY STAGING AREA, | |
| INSURANCES, BONDS, PERMITS AND ALL ADMINISTRATIVE COSTS ASSOCIATED WITH ACQUIRING AND MAINTAINING | |
| NECESSARY COVERAGES AS DESCRIBED IN THE CONTRACT DOCUMENTS. SEE GENERAL NOTES AND CONTRACT | |
| DOCUMENTS FOR ADDITIONAL ITEMS INCLUDED UNDER THIS PAY ITEM. | |
| 102-1 | INCLUDES ALL NECESSARY TRAFFIC CONTROL DEVICES INCLUDING FLAGMEN, PILOT CARS AND VARIABLE MESSAGE |
| BOARDS, IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS | |
| (LATEST EDITION). CONTRACTOR SHALL SECURE CONSTRUCTION SITE (I.E. TEMPORARY PEDESTRIAN SAFETY FENCING, | |
| BARRICADES, SIGNS, ETC.) IN ORDER TO PREVENT PEDESTRIANS FROM ACCESSING THE PROJECT AREA. SEE GENERAL | |
| NOTES FOR ADDITIONAL ITEMS INCLUDED UNDER THIS PAY ITEM. | |
| 104-1 | INCLUDES THE COST OF ALL ITEMS REQUIRED FOR EROSION CONTROL INCLUDING, BUT NOT LIMITED TO, FLOCC LOGS, |
| SYNTHETIC BALES, TURBIDITY BARRIERS, SILT FENCE, AND TEMPORARY GRASSING AND INLET PROTECTION. AS SHOWN | |
| IN THE PLANS OR AS DIRECTED BY THE CITY IN ORDER TO MEET THE REQUIREMENTS OF SJRWMD, ACOE, OR ANY OTHER | |
| APPLICABLE EROSION CONTROL REQUIREMENTS OR REGULATIONS. | |
| 110-1-1 | INCLUDES, BUT IS NOT LIMITED TO, THE TRIMMING AND REMOVAL OF TREES AND VEGETATION. ANY TREES LARGER THAN |
| 6" AND IDENTIFIED TO BE REMOVED SHALL BE CONFIRMED IN THE FIELD BY THE CITY AND/OR THE CITY'S | |
| REPRESENTATIVE PRIOR TO REMOVAL. INCLUDES REMOVAL OF EXISTING SLOPE STABILIZATION, GROUND PROTECTION | |
| AND OR GROUND COVER, DRAINAGE STRUCTURES (SUCH AS FLUMES, CURBING, MES, FENCING, ETC.) AND DISPOSE ALL | |
| MATERIAL AT THE CONTRACTORS COST. | |
| 120-5 | INCLUDES THE COST OF ALL LABOR, EQUIPMENT, MATERIALS, AND ANY OTHER ITEMS NECESSARY FOR THE EXCAVATION |
| ALONG THE CHANNEL BED AND BANKS. ACB MATS AS IT IS INCLUDED FOR EACH UNDER THE RESPECTIVE PAY ITEM | |
| ASSOCIATED WITH CONCRETE FLUME, AND SEDIMENT REMOVAL. | |
| 530-4-6 | FURNISH AND INSTALL AN ARTICULATING CONCRETE BLOCK (ACB) REVETMENT SYSTEM IN ACCORDANCE WITH THIS |
| SECTION AND INCONFORMANCE WITH THE LINES, GRADES, DESIGN, AND DIMENSIONS SHOWN IN THE PLANS. THIS | |
| INCLUDES THE COST OF ALL LABOR, EQUIPMENT, MATERIALS, AND ANY OTHER ITEMS NECESSARY FOR THE | |
| INSTALLATION OF THE ACB MAT, WASHED AGGREGATE (FDOT #57 STONE), CONCRETE HEADER ANCHOR AND GEOTEXTILE | |
| UNDERLAYMENT MATERIAL AS SHOWN IN THE PLANS. INCLUDES THE COST OF THE AGGREGATE, GEOTEXTILE | |
| UNDERLAYMENT MATERIAL(PER FDOT INDEX 199/SECTION 985), FORMS, CONCRETE,REBAR,UNDERLAYMENT, AND SITE | |
| PREPARATION NECESSARY TO INSTALL THE APPROVED ACB SLOPE REINFORCEMENT SYSTEM AS SHOWN ON THE PLANS. | |
| CFS-1 | INSTALL REINFORCED CONCRETE FLUME. THIS INCLUDING ALL SITE PREPARATION, COMPACTION, CONCRETE, REBAR, |
| DRILL, DOWEL, EPOXY, FORM WORK, FINISHING, EXPANSION JOINT, CURB REMOVAL AND REPLACEMENT, CLEANUP AND | |
| DISPOSAL. | |
| 550-002 | INSTALL FDOT TYPE B BLACK VINYL FENCE PER FDOT SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION SECTION |
| 550 | |
| 520-001 | INSTALL CONCRETE CURB PER FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION SECTION 520. |
| THIS INCLUDES CURB REMOVAL AND REPLACEMENT, CLEANUP AND DISPOSAL. | |
| 522-001 | CONCRETE SIDEWALK (6" THICK) PER FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION SECTION |
| 522 | |
| 570-1-2 | INCLUDES ALL LABOR, DEVICES, AND MATERIALS FOR THE INSTALLATION OF SOD. |
| 5000-1 | INCLUDES ALL LABOR, EQUIPMENT, MATERIALS, AND ANY OTHER ITEMS NECESSARY TO CREATE A DRY CONSTRUCTION |
| ZONE INCLUDING, BUT NOT LIMITED TO, TEMPORARY CHECK DAMS, PUMPS, STONE MATERIAL, GEOTEXTILE FABRIC AND | |
| PIPING. THE CONTRACTOR SHALL ACCOMMODATE CHANNEL FLOWS AND STORM EVENTS THROUGH THE SYSTEM IN | |
| ACCORDANCE WITH RECOMMENDATIONS PROVIDED IN THE CHANNEL BYPASS CONCEPT PLAN. THE CONTRACTOR SHALL | |
| PREPARE A CHANNEL BYPASS PLAN TO BE REVIEWED AND APPROVED BY THE CITY AT LEAST 1 WEEK PRIOR TO | |
| MOBILIZATION. THE CONTENTS OF THE CHANNEL BYPASS PLAN SHALL BE DESCRIBED BY THE CITY AT THE | |
| PRE-CONSTRUCTION MEETING. ANY COSTS ASSOCIATED WITH SITE FLOODING AND RECOVERY/RESTORATION SHALL BE | |
| THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCORPORATED INTO THIS PAY ITEM. | |
| CR-1 | THIS BID ITEM SHALL INCLUDE BUT NOT LIMITED TO THE FOLLOWING RESTORATION ACTIVITIES: |
| REGRADING OF ALL DISTURBED AREAS. | |
| REPLACEMENT OF ANY DAMAGED IRRIGATION, ROOF DRAIN DOWNSPOUTS, ASPHALT PAVEMENT, LANDSCAPING, ETC. | |
| REMOVAL AND DISPOSAL OF ANY TEMPORARY ACCESS ROADWAY OR EROSION PREVENTION DEVICES. | |
| ALL ACTIVITIES ASSOCIATED TO ANY TEMPORARY RELOCATION (SUCH AS BUT NOT LIMITED TO DUMPSTERS, | |
| ENCLOSURES, SIGNAGE, MAILBOX, EXT.) WORK THAT IS REQUIRED FOR THE PROPOSED WORK AND NEGOTIATED WITH | |
| THE PALMS AT CASSELBERRY MANAGEMENT COMPANY. |
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