ITB20261468_Exhibit_2_Bid_Price_Schedule_Workbook_8.17.26.xlsx
XLSX spreadsheet 39 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 Bid Price Schedule Workbook is a template document prepared by the City of Casselberry, Florida for ITB 2026-1468, which addresses post-hurricane erosion control and drainage reconstruction at two separate locations: the Golf Course at 190 S. Triplet Lake Drive (Area No. 1) and The Palms at Casselberry on Sandpiper Lane (Area No. 2). The Golf Course project encompasses 23 line items including mobilization, traffic maintenance, erosion control, clearing and grubbing, channel embankment work, 12-inch ADS pipe installation (16 linear feet), steel sheet piling (159 linear feet), reinforced concrete caps and flume slabs, FDOT gravity walls, pedestrian/bicycle railing, concrete curb and sidewalk removal and installation, riprap and geoweb installation (279 square yards each), and three types of sod installation (St. Augustine, Bahia, and Bermuda totaling 846 square yards). The Palms project contains 16 line items including channel excavation and sediment removal (118 cubic yards), articulating concrete block revetment systems (46 square yards), concrete flume removal and installation, chain link fence work (75 linear feet), concrete curb and sidewalk removal and installation, and sod installation (868 square yards combined). Sealed bids are due August 20, 2026 at 2:00 p.m., with a mandatory pre-bid conference scheduled for August 4, 2026 at 8:30 a.m. and a questions deadline of August 13, 2026 at 2:00 p.m. All bids must remain firm for 90 days following opening, and City Commission approval is anticipated in September 2026.
The bid schedule requires contractors to input unit costs for each pay item, with extended costs auto-calculating to determine the total base bid used for lowest responsible bidder evaluation. The City's engineering cost estimates total $623,345, with $419,665 allocated for the Golf Course location and $203,680 for The Palms location. Work must achieve substantial completion within 70 consecutive calendar days of Notice to Proceed with final completion in the following 15 days, with liquidated damages assessed at $1,609 per calendar day for failure to meet the substantial completion deadline. Bidders must demonstrate a minimum of five years' experience in similar work, provide a 5 percent bid security bond, and submit financial data and Florida business authority documentation. A 100 percent performance and payment bond is required within 15 days of award. The project is partially funded by the U.S. Department of Agriculture Natural Resources Conservation Service (NRCS) under Agreement No. NR254209XXXXC002 and is subject to federal procurement standards, OSHA compliance, and the Contract Work Hours and Safety Standards Act. All work must conform to 2025-26 FDOT Standard Specifications for Road and Bridge Construction and City of Casselberry Standards, with the contractor bearing full restoration costs for any damage to adjacent properties, utilities, and structures.
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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 E 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, APPROACHES, AND MEDIAN PAVEMENT | 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. | |
| 110-2 | REMOVE AND DISPOSE OF ALL TREES, STUMPS, ROOTS AND OTHER SUCH PROTRUDING OBJECTS, STRUCTURES, APPURTENANCES, |
| EXISTING FLEXIBLE ASPHALT PAVEMENT, AND OTHER FACILITIES NECESSARY TO PREPARE THE AREA FOR THE PROPOSED | |
| CONSTRUCTION. REMOVE AND DISPOSE OF ALL PRODUCT AND DEBRIS NOT REQUIRED TO BE SALVAGED OR NOT REQUIRED DRAINAGE | |
| STRUCTURES (SUCH AS CULVERTS, CURBING, MES, FENCING, ETC.) AND DISPOSE ALL MATERIAL AT THE CONTRACTORS COST. THIS | |
| INCLUDES THE TRIMMING AND REMOVAL OF ANY TREES AND VEGETATION. ANY TREES 6” OR LARGER IN DIAMETER, THAT ARE | |
| IDENTIFIED TO BE REMOVED, SHALL BE CONFIRMED IN THE FIELD BY THE CITY AND/OR THE CITY'S REPRESENTATIVE PRIOR TO REMOVAL. | |
| THIS ITEM SHALL BE COMPLETED IN ACCORDANCE WITH SECTION 110 OF THE LATEST FDOT SPECIFICATIONS FOR ROAD AND | |
| BRIDGE CONSTRUCTION. | |
| 120-12.7 | THIS ITEM SHALL COMPLY WITH SECTION 120 OF THE LATEST FDOT SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND |
| INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY FOR CONSTRUCTING THE EMBANKMENT. THIS INCLUDES ALL | |
| EXCAVATING, DREDGING, PLACING AND COMPACTING OF MATERIAL FOR CONSTRUCTING THE EMBANKMENT COMPLETE, DRESSING | |
| OF THE SURFACE, MAINTENANCE AND PROTECTION OF THE COMPLETED EARTHWORK, AND THE REMOVAL OF RUBBISH, VEGETATION, | |
| ETC., FROM THE CHANNEL AREA THAT IS NEEDED IN ADDITION TO THE AREAS WHERE CLEARING AND GRUBBING ARE REQUIRED. THIS | |
| ALSO INCLUDES ALL NECESSARY EXCAVATION ALONG THE CHANNEL BED AND BANKS ASSOCIATED WITH THE INSTALLATION THE SHEET | |
| PILE WALL, GEOWEBB, RIP-RAP RUBBLE, AND GRAVITY WALL. | |
| 430-2.1 | FURNISH AND INSTALL PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 12" SD PER FDOT STANDARD SPECIFICATION FOR ROAD AND |
| BRIDGE CONSTRUCTION SECTION 430. | |
| 0425-1541 | FURNISH AND INSTALL FDOT TYPE E INLET PER FDOT INDEX 232. |
| 455-133-C | INCLUDES ALL DESIGN, LABOR, DEVICES, AND MATERIALS FOR THE FURNISHING AND INSTALLATION OF THE STEEL SHEET PILING WALL. |
| THE SHEET PILES SHALL BE INSTALLED USING THE STATIC (PRESSING OR JACKING) METHOD. THIS INCLUDES ALL SHEETPILE SURFACE | |
| PREPARATION, CUT OFS AND FINAL PROTECTIVE COATING. | |
| CPC-1 | INSTALL CONCRETE PILE CAP .THIS INCLUDES ALL SITE PREPARATION, COMPACTION, CONCRETE, REBAR, DRILLING & DOWELING, |
| EPOXY, FORM WORK, FINISHING, EXPANSION JOINT, CLEANUP AND DISPOSAL. ALL STEEL REINFORCING SHALL COMPLY WITH SECTION | |
| 415 OF THE FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. SEE SHEET C-7 FOR DETAILS. | |
| CFS-1 | INSTALL 8" REINFORCED CONCRETE FLUME SLAB. THIS INCLUDES ALL SITE PREPARATION, COMPACTION, CONCRETE, REBAR, DRILLING |
| & DOWELING, EPOXY, FORM WORK, FINISHING, EXPANSION JOINT, CLEANUP AND DISPOSAL. ALL STEEL REINFORCING SHALL COMPLY | |
| WITH SECTION 415 OF THE FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. SEE SHEET C-7 FOR DETAILS | |
| SPCC-1 | INSTALL SHEET PILE WALL DRAINAGE PIPE CONCRETE COLLAR. THIS INCLUDES ALL SITE PREPARATION, COMPACTION, CONCRETE, |
| REBAR, DRILLING & DOWELING, EPOXY, FORM WORK, FINISHING, EXPANSION JOINT, CLEANUP AND DISPOSAL. ALL STEEL | |
| REINFORCING SHALL COMPLY WITH SECTION 415 OF THE FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. | |
| SEE SHEET C-7 FOR DETAILS | |
| 400-011 | INSTALL 4 FT. TALL FDOT GRAVITY WALL (SCHEME 1) PER FDOTINDEX 400-011 |
| 515-062 | INSTALL FDOT PED/BICYCLE RAILING PER FDOT INDEX 515-062 |
| 520-001 | REMOVAL, DISPOSAL, AND INSTALLATION OF CONCRETE CURB PER FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE |
| CONSTRUCTION SECTION 520. | |
| 522-001 | REMOVAL, DISPOSAL, AND INSTALLATION OF CONCRETE SIDEWALK (6" THICK) AND CONCREATE PAVEMENTS PER FDOT |
| STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION SECTION 522. THIS INCLUDES 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. | |
| 145-72 | GEOWEB WITH GEOTEXTILE - CELLULAR CONFINEMENT PER GENERAL NOTES SECTION. INCLUDES THE COST OF GEOTEXTILE MATERIAL, |
| UNDERLAYMENT, AND GEOTEXTILE ANCHOR TRENCHES (WITH NO. 4 STONE). GEOTEXTILES SHALL MEET FDOT INDEX 199 / SECTION | |
| 985. PRESTO GEOSYSTEMS GEOWEB (GW 30V - 6" X 11.3" X 12.6") WITH ATRA ANCHORING SYSTEM. | |
| 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 OR MODIFICATION TO ITEMS SUCH AS BUT NOT LIMITED TO HANDRAIL, DECORATIVE BENCHES, SIGNAGE, | |
| MAILBOX, ETC. THIS ALSO INCLUDES TASKS THAT ARE REQUIRED FOR THE PROPOSED WORK AND NEGOTIATED WITH THE GOLF COURSE, | |
| CITY, AND RESIDENTS. TASKS SUCH AS DRIVEWAY REPLACEMENT FOR 180 S. TRIPLET LAKE AND TEE BOX PREPARATION PRIOR TO THE | |
| INSTALLATION OF THE BERMUDA SOD |
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 CONCRETE DITCH LINING | 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") | SY | 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. | |
| 110-2 | REMOVE AND DISPOSE OF ALL TREES, STUMPS, ROOTS AND OTHER SUCH PROTRUDING OBJECTS, STRUCTURES, |
| APPURTENANCES, EXISTING FLEXIBLE ASPHALT PAVEMENT, AND OTHER FACILITIES NECESSARY TO PREPARE THE AREA FOR | |
| THE PROPOSED CONSTRUCTION. REMOVE AND DISPOSE OF ALL PRODUCT AND DEBRIS NOT REQUIRED TO BE SALVAGED OR | |
| NOT REQUIRED TO COMPLETE THE CONSTRUCTION. REMOVE AND DISPOSE 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. THIS INCLUDES THE TRIMMING AND REMOVAL OF ANY TREES AND | |
| VEGETATION. ANY TREES 6” OR LARGER IN DIAMETER, THAT ARE IDENTIFIED TO BE REMOVED, SHALL BE CONFIRMED IN THE | |
| FIELD BY THE CITY AND/OR THE CITY'S REPRESENTATIVE PRIOR TO REMOVAL. THIS ITEM SHALL BE COMPLETED IN | |
| ACCORDANCE WITH SECTION 110 OF THE LATEST FDOT SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. | |
| 120-2 | THIS ITEM SHALL COMPLY WITH ALL GENERAL, REGULAR, LATERAL AND CHANNEL EXCAVATION AS SPECIFIED BY FDOT AND |
| SHALL INCLUDE THE COST OF ALL LABOR, EQUIPMENT, MATERIALS AND ANY OTHER ITEMS NECESSARY FOR THE EXCAVATION, | |
| DEWATERING AND DISPOSAL OF THE SEDIMENT ALONG THE CHANNEL BED AND BANKS. THIS ALSO INCLUDES THE | |
| EXCAVATION NECESSARY FOR THE INSTALLATION OF THE ACB REVETMENT SYSTEMS, THE CONCRETE FLUME AND CONCRETE | |
| MES. THIS ITEM SHALL BE COMPLETED IN ACCORDANCE WITH SECTION 120 OF THE LATEST FDOT SPECIFICATIONS FOR ROAD | |
| AND BRIDGE CONSTRUCTION. | |
| 120-12.7 | THIS ITEM SHALL COMPLY WITH SECTION 120 OF THE LATEST FDOT SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION |
| AND INCLUDE ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY FOR CONSTRUCTING THE EMBANKMENT. THIS INCLUDES | |
| ALL EXCAVATING, DREDGING, PLACING AND COMPACTING OF MATERIAL FOR CONSTRUCTING THE EMBANKMENT COMPLETE, | |
| DRESSING OF THE SURFACE, MAINTENANCE AND PROTECTION OF THE COMPLETED EARTHWORK, AND THE REMOVAL OF | |
| RUBBISH, VEGETATION, ETC., FROM THE CHANNEL AREA THAT IS NEEDED IN ADDITION TO THE AREAS WHERE CLEARING | |
| AND GRUBBING ARE REQUIRED. | |
| 530-3.5 | FURNISH AND INSTALL AN ARTICULATING CONCRETE BLOCK (ACB) REVETMENT SYSTEM IN ACCORDANCE WITH SECTION |
| 530 OF THE LATEST FDOT SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE INSTALLATION OF THIS SYSTEM | |
| SHALL BE IN CONFORMANCE WITH THE LINES, GRADES, DESIGN, AND DIMENSIONS SHOWN IN THE PLANS. THIS ITEM SHALL | |
| INCLUDE THE COST FOR ALL LABOR, EQUIPMENT, MATERIAL, AND ANY OTHER ITEM NECESSARY FOR THE INSTALLATION OF | |
| A COMPLETE ACB REVETMENT SYSTEM AS OUTLINED BY FDOT. THIS INCLUDES, BUT IS NOT LIMITED TO, THE FURNISHING | |
| AND INSTALLING OF THE PRE-CAST ACB MAT SYSTEM, WASHED AGGREGATE (FDOT #57 STONE), CONCRETE HEADER, | |
| CONCRETE FORM BOARDS, CONCRETE REINFORCEMENT (REBAR), SITE PREPARATION, COMPACTION OF EMBANKMENT | |
| AND GEOTEXTILE UNDERLAYMENT (FILTER FABRIC PER FDOT INDEX 199 SECTION 985) NECESSARY TO COMPLETE THE | |
| REVETMENT SYSTEM. | |
| CFS-1 | REMOVAL, DISPOSAL, AND INSTALLATION OF REINFORCED CONCRETE FLUME. THIS INCLUDES ALL SITE PREPARATION, |
| COMPACTION, CONCRETE, REBAR, DRILLING, DOWELING, EPOXY, FORM WORK, FINISHING, EXPANSION JOINT, CURB | |
| REMOVAL AND REPLACEMENT, CLEANUP AND DISPOSAL. | |
| 430-4.6.3 | REMOVAL, DISPOSAL, AND INSTALLATION OF 30” MITERED END SECTION PER SECTION 430 OF THE LATEST FDOT |
| SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. | |
| 550-002 | REMOVAL, DISPOSAL, AND INSTALLATION OF FDOT TYPE B BLACK VINYL FENCE PER FDOT SPECIFICATION FOR ROAD AND |
| BRIDGE CONSTRUCTION SECTION 550. | |
| 520-001 | REMOVAL, DISPOSAL, AND INSTALLATION OF CONCRETE CURB PER FDOT STANDARD SPECIFICATION FOR ROAD AND |
| BRIDGE CONSTRUCTION SECTION 520. | |
| 522-001 | REMOVAL, DISPOSAL, AND INSTALLATION OF 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 PER FDOT SPECIFICATION FOR ROAD |
| AND BRIDGE CONSTRUCTION SECTION 570. | |
| 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. |
File details come from the government source that posted it. Updated .