25-8366R_Bid_Schedule_R2.xlsx
XLSX spreadsheet 23 KB Posted
- Solicitation number
- 25-8366R
- Issued by
- Collier County, Florida
About this file
This is a bid schedule for Collier County, Florida's construction Invitation to Bid (ITB) No. 25-8366R for the US 41 Tamiami Trail East Landscape & Irrigation Improvements project, spanning a 1.5-mile corridor from Davis Boulevard (SR84, MP 12.859) to Espinal Boulevard (MP 14.359). The project encompasses comprehensive landscape improvements including clearing and grubbing of approximately 23,236 square feet, soil structure improvement across 20,060 square feet, architectural paver repair and cleaning totaling 16,195 square feet, and installation of turf and ornamental plantings. Specific plant installations include 12,633 square feet of Arachis glabrata perennial peanut sod, 64 Aechmea Blanchetiana plants, 409 Carpobrotus chilensis specimens, 1,158 Ernodea littoralis plants, 1,273 Liriope muscari plants, 173 Muhlenbergia capillaris plants, 40 Strelitzia reginae plants, and various trees including 2 Handroanthus chrysotricha, 1 Handroanthus impetiginosa, 5 Lagerstroemia speciosa, 27 Elaeocarpus decipiens, 4 Quercus virginiana, 41 single-stem and 21 multi-stem Thrinax radiata palms. A non-mandatory pre-bid meeting is scheduled for October 14, 2025, at 10:00 a.m., with sealed electronic bids due by November 17, 2025, at 3:00 p.m. The contract requires substantial completion within 120 consecutive calendar days from the Notice to Proceed.
The anticipated project budget is $748,024.66. All bid items in the schedule currently show $0 unit costs and $0 total costs, indicating this is a template awaiting contractor pricing submissions. Bidders must submit a 5% bid bond and performance and payment bonds covering 100% of the contract award amount. Contractors are required to hold an Intermediate Maintenance of Traffic certification and demonstrate five years of roadway experience. Liquidated damages are assessed at $1,685 per calendar day for failure to achieve substantial completion. Comprehensive insurance requirements include workers' compensation, commercial general liability with minimum limits, and automobile liability coverage, with Collier County named as additional insured. Contractors must be enrolled in E-Verify and comply with all immigration laws. Prospective bidders must register on the county's procurement portal at https://procurement.opengov.com/portal/collier-county-fl to access complete bidding documents, and Collier County reserves the right to reject any or all bids.
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Sheet1
| Construction ITB No. 25-8366R |
| US 41 (SR90) TAMAIAMI TRAIL EAST LANDSCAPE & IRRIGATION IMPROVEMENTS |
| BID SCHEDULE |
| CATEGORY I. US 41 (SR90) TAMIAMI TRAIL EAST (Davis Blvd. (SR84)(MP 12.859) to Espinal Blvd. (MP 14.359), CCPN 31112.5 - Landscape Improvements | |||||||||
| LINE | |||||||||
| ITEM | BID ITEM | ||||||||
| NUMBER | SYMBOL | DESCRIPTION | UNIT | QTY | UNIT COST | TOTAL COST | |||
| 1 | 101-1 | MOBILIZATION: PREPARATORY WORK AND OPERATIONS, BONDS ARE A SEPARATE BID ITEM | LS | 1 | $ - 0 | $ - 0 | |||
| 2 | 102-1 * | MAINTENANCE OF TRAFFIC (MOT) PLAN; CONTRACTOR TO PROVIDE ALL REQUIRED MOT PLANS, PERMITS AND SUBMITTALS FOR APPROVALS. SEE GENERAL NOTES. (CONTRACTOR IS RESPONSIBLE FOR QUANTIFYING THE ACTUAL REQUIRED MOT QUANTITIES FOR THE DURATION OF THE PROJECT) | LS | 1 | $ - 0 | $ - 0 | |||
| 3 | 104-18* | INLET PROTECTION SYSTEM (PER FDOT STANDARD SPEICIATIONS SECTION 104, CURLEX SEDIMANT LOGS) AS REQUIRED TO PROTECT STORM DRAINS FROM SEDIMENT MOVEMENT. THIS ITEM IS TO BE USED IN ACCORDANCE WITH PLANS, STANDARDS AND/OR FDOT ERONSION AND SEDIMENT CONTROL MANUAL FOR THE PROTECTION OF EXISTING INLETS. | LS | 1 | $ - 0 | $ - 0 | |||
| 4 | 110-1-1* | CLEARING AND GRUBBING (CL&GB): REMOVAL OF EXISTING VEGETATION TO INCLUDE EXISTING PLANT BEDS WHERE PROPOSED TREES ARE TO BE PLANTED WITHIN THE BEDS, TO INCLUDE EXCAVATION OF EXISTING SOIL AND SOIL BACKFILL AS REQUIRED FOR ESTABLISHING FINISHED GRADES. TO INCLUDE REMOVAL OF EXISTING ALEXANDER PALMS IN MEDIANS WITH PAVER BORDERS, REFER TO PLAN NOTES AND MEDIAN PREPARATION NOTES. SOIL BACKFILL IS CONSIDERED INCCIDENTAL AND TO BE INCLUDED IN THIS PAY ITEM. (CONTRACTOR IS RESPONSIBLE FOR QUANTIFYING THE ACTUAL REQUIRE QUANTITIES, GRADE PROFILE DETAIL G/1 ESTIMATED AREA 20,060 SQ.FT., GRADE PROFILE G/2 ESTIMATED AREA 3,176 SQ. FT., SHRUB REMOVAL ONLY IN EXISTING BEDS ESTIMATED AREA 150 SQ. FT.) | LS | 1 | $ - 0 | $ - 0 | |||
| 5 | SSI-1 | SOIL STRUCTURE IMPROVEMENT; LOOSEN AND/OR MECHANCALLY TILL TO 4" TO 6" DEPTH TO BLEND EXISTING SOIL AND AMENDEMENTS. SEE MEDIAN PREPARATION DETAIL G/1 AND NOTES. | SF | 20,060 | $ - 0 | $ - 0 | |||
| 6 | 526-1-2 (REPAIR) | ARCHITECTURAL PAVERS (SIDEWALK) MEDIANS BORDER & FIELD AREA REPAIR, TO INCLUDE PICKUP & TRANSPORT TO SITE FROM COUNTY DAVIS BLVD. FACILITY, LIMESTONE COMPACTED BASE MATCH EXISTING, MORTAR CONSTRAINT EDGING AS NEEDED, REPLACEMENT PAVERS SUPPLIED BY COUNTY. | SF | 1,458 | $ - 0 | $ - 0 | |||
| 7 | 526-CLEANING* | ARCHITECTURAL PAVERS (MEDIAN CLEANING) TO INCLUDE PRESSURE WASH AND TREATMENT WITH MOLD REDUCTION CHEMICAL (e.g. WET & FORGET PRODUCT) | SF | 14,737 | $ - 0 | $ - 0 | |||
| 8 | 570-1-3-119* | PERFORMANCE TURF - SOD - ST. AUGUSTINE 'FLORATAM' (STENOTAPHRUM SECUNDATUM); SOD AND SOIL- SHOULDER TREATMENT INDEX 570-010, REPAIR (DAMAGE, RIGHTS-OF-WAY TRENCHING OR EXCAVATIONS) | SY | 225 | $ - 0 | $ - 0 | |||
| 9 | 570-1-3-116* | PERFORMANCE TURF - SOD - ARGENTINE BAHIA GRASS (PASPALUM NOTATUM); SOD AND SOIL- SHOULDER TREATMENT INDEX 570-010, RIGHT-OF-WAY REPAIR (DAMAGE, RIGHTS-OF-WAY TRENCHING OR EXCAVATIONS) | SY | 225 | $ - 0 | $ - 0 | |||
| 10 | 580-1-1-AGS * | AG | ARACHIS GLABRATA 'ECOTURF' / PERENNIAL PEANUT; FIELD GROWN (F.G.) SOD | SF | 12,633 | $ - 0 | $ - 0 | ||
| 11 | 580-1-1-AB * | AB | AECHMEA BLANCHETIANA 'RASPBERRY'; 10" POT, 16" X 16" HT/SPR, 3' O.C., PARTIAL SUN GROWN | EA | 64 | $ - 0 | $ - 0 | ||
| 12 | 580-1-1-CC * | CC | CARPOBROTUS CHILENSIS - SEA FIG; #1 GAL., 6" X 6" HT/SPR, 18" O.C. | EA | 409 | $ - 0 | $ - 0 | ||
| 13 | 580-1-1-DB * | DB | DIETES BICOLOR - YELLOW AFRICAN IRIS; #3 GAL; 24" X 30"; 4' O.C.; FULL | EA | 23 | $ - 0 | $ - 0 | ||
| 14 | 580-1-1-EL * | EL | ERNODEA LITTORALIS - GOLDEN/BEACH CREEPER; #1 GAL., 12" X 12" HT/SPR, 24" O.C. | EA | 1,158 | $ - 0 | $ - 0 | ||
| 15 | 580-1-1-FM * | FM | FICUS MICROCARPA 'GREEN ISLAND'; #7 GAL; 20" HT./SPR.; 3' O.C.; FULL | EA | 8 | $ - 0 | $ - 0 | ||
| 16 | 580-1-1-LM * | LM | LIRIOPE MUSCARI 'SUPER BLUE'-LILYTURF; #1 GAL., 16" X 16" HT/SPR, 18" O.C. | EA | 1,273 | $ - 0 | $ - 0 | ||
| 17 | 580-1-1-MC * | MC | MUHLENBERGIA CAPILLARIS - MUHLY GRASS; #3 GAL; 18" X 18" MIN.; 30" O.C.; FULL | EA | 173 | $ - 0 | $ - 0 | ||
| 18 | 580-1-1-RL * | RL | RONDELETIA LEUCOPHYLLA - PANAMA ROSE; #3 GAL; 20" X 20" MIN.; 3' O.C.; FULL | EA | 27 | $ - 0 | $ - 0 |
| CATEGORY I. US 41 (SR90) TAMIAMI TRAIL EAST (Davis Blvd. (SR84)(MP 12.859) to Courthouse Shadows Pl. (MP 14.359), CCPN 31112.5 - Landscape Improvements | |||||||||
| LINE | |||||||||
| ITEM | BID ITEM | ||||||||
| NUMBER | SYMBOL | DESCRIPTION | UNIT | QTY | UNIT COST | TOTAL COST | |||
| 19 | 580-1-1-SJ * | SJ | STACHYTARPHETA JAMAICENSIS - BLUE PORTERWEED; #3 GAL; 24" X 24"; 4' OC.; FULL | EA | 306 | $ - 0 | $ - 0 | ||
| 20 | 580-1-1-SR * | SR | STRELITZIA REGINAE - ORANGE BIRD OF PARADISE; #15 GAL; 3' X 3'; 5' O.C.; 3 PPP MIN.; FULL | EA | 40 | $ - 0 | $ - 0 | ||
| 21 | 580-1-2-HC * | HC | HANDROANTHUS CHRYSOTRICHA - GOLDEN TRUMPET; 5.5" CAL; ≥14' OA X ≥8' SPR; ≥50" DIA. ROOT BALL; F.G. B&B, OR FLA. G&S #1 GRADE 200 GAL. SIZE CONTAINER, TO INCLUDE MODEL 68 DUCKBILL ANCHORING SYSTEM. | EA | 2 | $ - 0 | $ - 0 | ||
| 22 | 580-1-2-HI * | HI | HANDROANTHUS IMPETIGINOSA 'IPE' - PURPLE TRUMPET; 5.5" CAL; ≥14' OA X ≥8' SPR.; ≥50" DIA. ROOT BALL; F.G. B&B, OR FLA. G&S #1 GRADE 200 GAL. SIZE CONTAINER, TO INCLUDE MODEL 68 DUCKBILL ANCHORING SYSTEM. | EA | 1 | $ - 0 | $ - 0 | ||
| 23 | 580-1-2-LS * | LS | LAGERSTROEMIA SPECIOSA - QUEEN'S CRAPE MYRTLE; 4" CAL; 9' OA X 5' SPR; 40" DIA. ROOT BALL; F.G. B&B, OR FLA. G&S #1 GRADE 100 GAL. SIZE CONTAINER | EA | 5 | $ - 0 | $ - 0 | ||
| 24 | 580-1-2-LIM * | LIM | LAGERSTROEMIA X 'MUSKOGEE' - CRAPE MYRTLE; ≥#30 GAL.; 8'-10' X 4'-5'; STANDARD | EA | 2 | $ - 0 | $ - 0 | ||
| 25 | 580-1-2-ED * | ED | ELAEOCARPUS DECIPIENS - JAPANESE BLUEBERRY TREE, 3" CAL; >8' OA. HT. X >4' SPR; ≥36" DIA. ROOT BALL OR ≥65 GAL STANDARD. | EA | 27 | $ - 0 | $ - 0 | ||
| 26 | 580-1-2-QC * | QC | QUERCUS VIRGINIANA 'CATHEDRAL' - LIVE OAK; 5" CAL; ≥15' OA X ≥8' SPR; ≥44" DIA. ROOT BALL; F.G. B&B, OR FLA. G&S #1 GRADE 100 GAL. SIZE CONTAINER | EA | 4 | $ - 0 | $ - 0 | ||
| 27 | 580-1-2-TR * | TR | THRINAX RADIATA - FLORIDA THATCH PALM; 8' OA. HT.; ≥24" DIA. ROOT BALL; 1 STEM; 6 LEAFLETS; F.G. B&B | EA | 41 | $ - 0 | $ - 0 | ||
| 28 | 580-1-2-TR4 * | TR4 | THRINAX RADIATA - FLORIDA THATCH PALM; 4'-8' OA. HT.; ≥24" DIA. ROOT BALL; 3 STEMS 4', 6' & 8' HTS.; 6 LEAFLETS PER STEM; F.G. B&B | EA | 21 | $ - 0 | $ - 0 | ||
| 29 | 580-1-MULCH * | WOOD MULCH - PINE WOOD SPECIALTY MULCH AT 3" DEPTH PER NOTES; 2 CU. FT. BAGS; ESTIMATED 8 SQ. FT. PER BAG | WOOD MULCH - COLLIER COUNTY BLEND, 2 C.F. BAGS, 3" DEPTH MIN. | EA | 3,644 | $ - 0 | $ - 0 | ||
| 30 | FDOT 580-9-2 | LANDSCAPE-PALM, COMPLETE REMOVAL, 14' AND GREATER OF CLEAR TRUNK | EA | 6 | $ - 0 | $ - 0 | |||
| 31 | FDOT 580-9-10 | LANDSCAPE-TREE, PARTIAL REMOVAL LESS STUMP, ABOVE GROUND PORTION ONLY PER PLAN NOTES, 1" TO 8" DBH | EA | 4 | $ - 0 | $ - 0 | |||
| 32 | FDOT 580-9-11 | LANDSCAPE-TREE, COMPLETE REMOVAL, 8" TO 24" DBH | EA | 2 | $ - 0 | $ - 0 | |||
| 33 | FDOT 581-1-4 | (Trees, <=5" DBH) INCLUDES TRANSPLANTING OF TREE TO NEW SITE WITHIN PROJECT LIMITS, TRANSPORTATION, EXCAVATION, INSTALLATION, INITIAL WATERING & INTIAL ESTABLISHMENT WATERING, MULCHING, BRACING AND ESTABLISHMENT COSTS. TO INCLUDE SUPPLYING, TRANSPORTING, PLACEMENT AND COMPACTION OF BACKFILL INTO EXISTING TREE RELOCATION PITS ON ROW'S AND MEDIANS AND AS ADDITIONAL SOIL BACKFILL FOR TRANSPLANT PITS. LOCAL CLEAN NATIVE TOPSOIL WILL MEET THIS PAY ITEM. | EA | 8 | $ - 0 | $ - 0 | |||
| 34 | FDOT 581-1-1 | (Palms, < 14' of Clear Trunk) INCLUDES TRANSPLANTING OF PALM TO NEW SITE WITHIN PROJECT LIMITS, TRANSPORTATION, EXCAVATION, INSTALLATION, INITIAL WATERING & INTIAL ESTABLISHMENT WATERING, MULCHING, BRACING AND ESTABLISHMENT COSTS. TO INCLUDE SUPPLYING, TRANSPORTING, PLACEMENT AND COMPACTION OF BACKFILL INTO EXISTING TREE RELOCATION PITS ON ROW'S AND MEDIANS AND AS ADDITIONAL SOIL BACKFILL FOR TRANSPLANT PITS. LOCAL CLEAN NATIVE TOPSOIL WILL MEET THIS PAY ITEM. | EA | 3 | $ - 0 | $ - 0 | |||
| CATEGORY I. SUBTOTAL: | $ - 0 | ||||||||
| CATEGORY II. US 41 (SR90) TAMIAMI TRAIL EAST (Davis Blvd. (SR84)(MP 12.859) to Espinal Blvd. (MP 14.359), CCPN 31112.5 - Irrigation Improvements | |||||||||
| LINE | |||||||||
| ITEM | BID ITEM NUMBER | DESCRIPTION | UNIT | QTY | UNIT COST | TOTAL COST | |||
| 1 | 590-70 * | EXISTING IRRIGATION SYSTEM ON SITE REVIEW: PERFORM ON SITE INVESTIGATION TO CONFIRM EXISTING SYSTEM COMPONENTS AND VARIFY VIABLE FOR USE ,(e,g, VALVE LOCATIONS, VALVE WIRE LOCATIONS, SPLICE BOXES, MAIN LINE LOCATIONS) TO INCLUDE WIRE TRACING AND EXCAVATION TO LOCATE UNDERGROUND MAIN LINES, LATERAL PIPING, & SERVICE TEE COMPONENTS. EXCAVATION OF EXISTING SLEEVES TO BE USED IS IN A SPEARATE LINE ITEM. | LS | 1 | $ - 0 | $ - 0 | |||
| 2 | 590-70 * | IRRIGATION CONTROLLER VALVE WIRING: REVIEW EXISTING & CONNECT ALL LOW VOLTAGE VALVE WIRING AND TEST SYSTEM. VALVE WIRING TO BE 100% OPERATIONAL. REFER TO NOTES, SPECIFICATIONS AND DETAILS FOR REQUIRED COMPONENTS. COORDINATION WITH COUNTY IRRIGATION STAFF REQUIRED. | EA | 4 | $ - 0 | $ - 0 | |||
| 3 | 590-70 * | INSTALL PICCOLO-XR 4/4 DC IRRIGATION CONTROLLER ON CONCRETE POST TO INCLUDE ALL COMPONENTS AS PER DETAIL (SHEET LD-84), CONNECT ALL LOW VOLTAGE VALVE WIRING AND TEST SYSTEM TO BE 100% OPERATIONAL. REFER TO NOTES, SPECIFICATIONS AND DETAILS FOR REQUIRED COMPONENTS. COORDINATION WITH COUNTY IRRIGATION STAFF REQUIRED. COUNTY TO PROVIDE PICCOLO AND ANTENNA. | EA | 1 | $ - 0 | $ - 0 | |||
| 4 | 590-70 * | FURNISH & INSTALL SLEEVES: 4" PVC SCH. 40 SOLVENT WELD IRRIGATION SLEEVE PIPING BY TRENCHING. SEE PLAN NOTES AND DETAILS. | LF | 30 | $ - 0 | $ - 0 | |||
| 5 | 590-70 * | FURNISH & INSTALL SLEEVES: 2" PVC SCH. 40 SOLVENT WELD IRRIGATION SLEEVE PIPING BY TRENCHING. SEE PLAN NOTES AND DETAILS. | LF | 50 | $ - 0 | $ - 0 | |||
| 6 | 590-70 * | FURNISH & INSTALL MAIN LINE: 2" PVC SCH. 40 SOLVENT WELD IRRIGATION PIPING WITH DUCTLE IRON PIPE FITTINGS & JOINT RESTRAINTS. BY TRENCHING, SEE PLAN NOTES AND DETAILS. | LF | 380 | $ - 0 | $ - 0 | |||
| 7 | 590-70 * | FURNISH & INSTALL MAIN LINE: 1.25" TO 1.5" PVC SCH. 40 SOLVENT WELD IRRIGATION PIPING WITH DUCTLE IRON PIPE FITTINGS & JOINT RESTRAINTS. BY TRENCHING, SEE PLAN NOTES AND DETAILS. | LF | 50 | $ - 0 | $ - 0 | |||
| 8 | 590-70 * | FURNISH & INSTALL MAIN LINE: 2" HDPE IRRIGATION PIPING WITH HDPE TO PVC FITTINGS & JOINT RESTRAINTS. BY TRENCHING, SEE PLAN NOTES AND DETAILS. | LF | 30 | $ - 0 | $ - 0 | |||
| 9 | 590-70 * | FURNISH & INSTALL: 2" HDPE-CLASS 150 SDR11 TO PVC PIPING MECHANICAL JOINTS WITH RESTRAINTS | EA | 4 | $ - 0 | $ - 0 | |||
| 10 | 590-70 * | FURNISH & INSTALL LATERAL ZONE PIPING: 3/4" TO 2" PVC SCH. 40 SOLVENT WELD IRRIGATION PIPE AND FITTINGS FROM ZONE VALVES TO SPRINKLERS OR BUBBLER LOCATIONS BY TRENCHING, SEE PLAN NOTES, SPECIFICATIONS AND DETAILS. SIZE PIPE FOR PROPER FLOWS AS RECOMMENDED IN THE PIPE SIZING SCHEDULE. | LF | 8,500 | $ - 0 | $ - 0 | |||
| 11 | 590-70 * | FURNISH & INSTALL BUBBLER FLEX PIPING: 3/4" TO 1/2" TORO SUPER FUNNY PIPE AND FITTINGS FROM ZONE PVC LATERAL PIPING TO BUBBLER LOCATION & AROUND TREE ROOT BALL BY TRENCHING. INCLUDES GALVANIZED U-SHAPE PIPE PINS AT TEES & BUBBLERS, SEE PLAN NOTES, SPECIFICATIONS AND DETAILS. (ESTIMATED FLEX PIPING FOR 2 BUBBLER LOCATIONS-8 L.F. & FOR 4 BUBBLER LOCATIONS-12 L.F. PER TREE. | LF | 1,800 | $ - 0 | $ - 0 | |||
| 12 | 590-70 * | REMOVE EXISTING VALVES & REPLACE WITH 1.25" VALVES: TORO 220G-27-05, 1.25" 220 SERIES BRASS ELECTRIC AC SOLENOID VALVE WITH PRESSURE REGULATOR, 1.5" PVC SCH. 80 ISOLATION BALL VALVE ALL IN MCLEAN HIGHLINE JUMBO VALVE BOXES NOMINAL, 14" X 20" X 12". LID TO READ "IRRIGATION". TO INCLUDE JUMBO SIZE 6" HT. VALVE BOX EXTENSIONS AS NEEDED. REMOVED VALVES TO BE RETURNED TO COUNTY AT 4800 DAVIS BLVD. FACILITY. | EA | 29 | $ - 0 | $ - 0 | |||
| 13 | 590-70 * | REMOVE EXISTING VALVES & REPLACE WITH 1.50" VALVES: TORO 220G-27-06, 1.50" 220 SERIES BRASS ELECTRIC AC SOLENOID VALVE WITH PRESSURE REGULATOR, 2" PVC SCH. 80 ISOLATION BALL VALVE ALL IN MCLEAN HIGHLINE JUMBO VALVE BOXES NOMINAL, 14" X 20" X 12". LID TO READ "IRRIGATION". TO INCLUDE JUMBO SIZE 6" HT. VALVE BOX EXTENSIONS AS NEEDED. REMOVED VALVES TO BE RETURNED TO COUNTY AT 4800 DAVIS BLVD. FACILITY. | EA | 2 | $ - 0 | $ - 0 | |||
| 14 | 590-70 * | FURNISH & INSTALL: TORO 220G-27-05, 1.25" 220 SERIES BRASS ELECTRIC (6)-AC AND (3)-DC SOLENOID VALVE WITH PRESSURE REGULATOR, 1.5" PVC SCH. 80 ISOLATION BALL VALVE ALL IN MCLEAN HIGHLINE JUMBO VALVE BOXES NOMINAL, 14" X 20" X 12". LID TO READ "IRRIGATION". TO INCLUDE SERVICE LINE CONNECTION & JUMBO SIZE 6" HT. VALVE BOX EXTENSIONS AS NEEDED. | EA | 9 | $ - 0 | $ - 0 | |||
| 15 | 590-70 * | FURNISH & INSTALL: TORO 220G-27-06, 1.50" 220 SERIES BRASS ELECTRIC AC SOLENOID VALVE WITH PRESSURE REGULATOR, 2" PVC SCH. 80 ISOLATION BALL VALVE ALL IN MCLEAN HIGHLINE JUMBO VALVE BOXES NOMINAL, 14" X 20" X 12". LID TO READ "IRRIGATION". TO INCLUDE SERVICE LINE CONNECTION & JUMBO SIZE 6" HT. VALVE BOX EXTENSIONS AS NEEDED. | EA | 2 | $ - 0 | $ - 0 | |||
| 16 | 590-70 * | REMOVE & REPLACE: EXISTING SPRAY TYPE SPRINKLERS WITH TORO 570Z SERIES SPRAYS 570Z PRX MODEL 570Z-12P-LPSI-PRX WITH MPR -PLUS AND TVAN SPRAY NOZZLES. RADIUS AND COVERAGE PATTERN VARY. INCLUDES FLEX PIPE AND FITTINGS, SEE PLAN NOTES, SPECIFICATIONS AND DETAILS. REMOVED SPRINKLERS TO BE RETURNED TO COUNTY AT 4800 DAVIS BLVD. FACILITY. | EA | 373 | $ - 0 | $ - 0 | |||
| CATEGORY II. US 41 (SR90) TAMIAMI TRAIL EAST (Davis Blvd. (SR84)(MP 12.859) to Espinal Blvd. (MP 14.359), CCPN 31112.5 - Irrigation Improvements | |||||||||
| LINE | |||||||||
| ITEM | BID ITEM NUMBER | DESCRIPTION | UNITS | QTY | UNIT COST | TOTAL COST | |||
| 17 | 590-70 * | REMOVE & REPLACE: EXISTING ROTOR TYPE SPRINKLERS WITH TORO T5 SERIES NON-RAPIDSET 12" POP-UP ROTOR MODEL # T5HP WITH 1.5, 3.0 OR 6.0 REGULAR NOZZLES. INCLUDES FLEX PIPE AND FITTINGS, SEE PLAN NOTES, SPECIFICATIONS AND DETAILS. REMOVED SPRINKLERS TO BE RETURNED TO COUNTY AT 4800 DAVIS BLVD. FACILITY. | EA | 18 | $ - 0 | $ - 0 | |||
| 18 | 590-70 * | FURNISH & INSTALL: ROTOR TYPE SPRINKLERS WITH TORO T5 SERIES NON-RAPIDSET 12" POP-UP ROTOR MODEL # T5HP WITH 1.5, 3.0 OR 6.0 REGULAR NOZZLES. INCLUDES FLEX PIPE AND FITTINGS, SEE PLAN NOTES, SPECIFICATIONS AND DETAILS. | EA | 14 | $ - 0 | $ - 0 | |||
| 19 | 590-70 * | FURNISH & INSTALL: TORO 570Z SERIES SPRAYS 570Z PRX MODEL 570Z-12P-LPSI-PRX WITH MPR -PLUS AND TVAN SPRAY NOZZLES. RADIUS AND COVERAGE PATTERN VARY. INCLUDES FLEX PIPE AND FITTINGS, SEE PLAN NOTES, SPECIFICATIONS AND DETAILS. | EA | 119 | $ - 0 | $ - 0 | |||
| 20 | 590-70 * | FURNISH & INSTALL VALVE WIRE CONDUITS: 3/4" TO 2" DIA. SCH. 40 PVC GRAY CONDUIT WITH 90 DEGREE SWEEPS AT VALVE WIRING PULL / JUNCTION BOX LOCATIONS. SEE NOTES, SPECIFICATIONS AND DETAILS FOR INSTALLATION REQUIREMENTS. CONDUIT SIZE WILL VARY BASED UPON WIRE SIZE AND AMOUNT OF RUNS. | LF | 400 | $ - 0 | $ - 0 | |||
| 21 | 590-70 * | FURNISH & INSTALL: MCLEAN HIGHLINE VALVE BOXES FOR SPLICE BOXES & VALVE WIRE CONDUIT TERMINALS, (STANDARD SIZE) , NOMINAL SIZE TO BE 11" X 16" X 12". LID LABEL TO READ "IRRIGATION". TO INCLUDE 6" HT. BOX EXTENSIONS AS NEEDED. | EA | 24 | $ - 0 | $ - 0 | |||
| 22 | 590-70 * | FURNISH & INSTALL TWO BUBBLER HEAD LOCATIONS: (2) TORO MODEL No. FB200ADJPC, PRESSURE COMPENSATING FLOOD BUBBLERS. TWO BUBBLER HEADS PER LOCATION BASED UPON TREE TYPE, (E.G. THATCH PALMS, FOXTAIL PALMS, CRAPE MYRTLES, MAST TREES REQUIRE TWO FLOOD BUBBLERS PER LOCATION.) | EA | 117 | $ - 0 | $ - 0 | |||
| 23 | 590-70 * | FURNISH & INSTALL FOUR BUBBLER HEAD LOCATIONS: (4) TORO MODEL No. FB200ADJPC, PRESSURE COMPENSATING FLOOD BUBBLERS. FOUR BUBBLER HEADS PER LOCATION BASED UPON TREE TYPE, (E.G. ROYAL PALMS, OAK TREES, QUEEN'S CRAPE MYRTLE, TRUMPET TREES REQUIRE FOUR FLOOD BUBBLER PER LOCATION.) | EA | 65 | $ - 0 | $ - 0 | |||
| 24 | 590-70 * | FURNISH & INSTALL: GREEN (RPM) REFLECTIVE PAVEMENT MARKERS ON TOP OF CURBING AT EACH VALVE OR GROUP OF VALVES. ONE ON EACH SIDE OF MEDIAN CURBING. EPOXY SET PER FDOT PAVEMENT MARKER SPECIFICATIONS. | EA | 8 | $ - 0 | $ - 0 | |||
| 25 | 590-70 * | FURNISH & INSTALL: VALVE CONTROL WIRE, AWG 10 GA. WIRE (COMMON WHITE, ACTIVATION RED, SPARE BLUE) SOLID COPPER INSULATED SUITABLE FOR DIRECT BURIAL | LF | 180 | $ - 0 | $ - 0 | |||
| 26 | 590-70 * | FURNISH & INSTALL: VALVE CONTROL WIRE, AWG 12 GA. WIRE (COMMON WHITE) SOLID COPPER INSULATED SUITABLE FOR DIRECT BURIAL | LF | 1,764 | $ - 0 | $ - 0 | |||
| 27 | 590-70 * | FURNISH & INSTALL: VALVE CONTROL WIRE, AWG 14 GA. WIRE (ACTIVATION RED) SOLID COPPER INSULATED SUITABLE FOR DIRECT BURIAL | LF | 7,474 | $ - 0 | $ - 0 | |||
| 28 | 590-70 * | FURNISH & INSTALL: VALVE CONTROL WIRE, AWG 14 GA. WIRE (SPARE BLUE) SOLID COPPER INSULATED SUITABLE FOR DIRECT BURIAL | LF | 875 | $ - 0 | $ - 0 | |||
| 29 | 590-70 * | FURNISH & INSTALL: MAIN FLUSH / BLOW OFF ASSEMBLIES PER PLAN NOTES & DETAILS. SIZES TO BE 1" DIA.,TO INCLUDE JUMBO SIZE BOXES & 6" HT. BOX EXTENSIONS AS NEEDED. | EA | 1 | $ - 0 | $ - 0 | |||
| 30 | 590-70 * | FURNISH & INSTALL: OMNI MARKERS MODEL 168, NON-POTABLE WATER , PURPLE, FREQUENCY 66.35 kHz, 50' O.C. ALONG MAIN LINE WITH NO WIRING; AT ENDS OF DIRECTIONAL BORES AND AT MECHANICAL JOINTS. SEE NOTES, SPECIFICATIONS AND DETAILS FOR INSTALLATION REQUIREMENTS. | EA | 10 | $ - 0 | $ - 0 | |||
| 31 | 590-70 * | FURNISH & INSTALL SERVICE TEE ASSEMBLY: 1.25" TO 2" DIA., AT NEW VALVES & VALVE SIZE INCREASE LOCATIONS BASED UPON FLOW REQUIREMENTS; DUCTILE IRON PIPE FITTINGS, JOINT RESTRAINTS, PVC SCH. 40 SOLVENT WELD PIPING, CONNECTIONS FOR TAPS TO EXISTING SERVICE LINES, NEW SERVICE TEES AND/OR NEW SERVICE LINES BASED UPON GPM FLOW REQUIRED AT VALVES . | EA | 14 | $ - 0 | $ - 0 | |||
| 32 | 590-70 * | REMOVE & CAP: EXISTING ZONE VALVES. TO INCLUDE CAPPING EXISTING SOURCE LINE STUBBED UP INTO MCLEAN HIGHLINE 10" DIA. PLASTIC VALVE BOX WITH FILTER CLOTH & 3" DEPTH OF #89 GRAVEL IN BOTTOM OF BOX. REMOVED VALVES TO BE RETURNED TO COUNTY AT 4800 DAVIS BLVD. FACILITY. | EA | 7 | $ - 0 | $ - 0 | |||
| 33 | 590-70 * | REMOVE & CAP: EXISTING PRESSURE GAUGES & QUICK COUPLER VALVES. TO INCLUDE CAPPING EXISTING SOURCE LINE STUBBED UP INTO MCLEAN HIGHLINE 10" DIA. PLASTIC VALVE BOX WITH FILTER CLOTH & 3" DEPTH OF #89 GRAVEL IN BOTTOM OF BOX. REMOVED VALVES TO BE RETURNED TO COUNTY AT 4800 DAVIS BLVD. FACILITY. | EA | 14 | $ - 0 | $ - 0 | |||
| 34 | 590-70 * | EXISTING IRRIGATION SLEEVE LOCATIONS: ELECTRONICALLY LOCATE AND EXCAVATE TO EXPOSE END OF EXISTING IRRIGATION SLEEVES AND CONFIRM SLEEVES ARE OPEN FOR USE. TO INCLUDE ALL LABOR & EQUIPMENT HOURS REQUIRED TO DO THIS WORK. | EA | 20 | $ - 0 | $ - 0 | |||
| 35 | 1050-42-2-03* | UTILITY PIPE-PE/HDPE (DIRECTIONAL BORE PER FDOT STANDARD SPECIFICATIONS SECTION 555, 2 RUNS (134 L.F.) 2" HDPE IRRIGATION MAIN LINE & (134 L.F.) 2" SCH. 40 PVC WIRE CONDUIT) | LF | 134 | $ - 0 | $ - 0 | |||
| 36 | 110-4-10 | REMOVAL OF EXISTING CONCRETE PAVEMENT/REMOVAL OF EXISTING CONCRETE | SY | 10 | $ - 0 | $ - 0 | |||
| CATEGORY II. US 41 (SR90) TAMIAMI TRAIL EAST (Davis Blvd. (SR84)(MP 12.859) to Espinal Blvd. (MP 14.359), CCPN 31112.5 - Irrigation Improvements | |||||||||
| LINE | |||||||||
| ITEM | BID ITEM NUMBER | DESCRIPTION | UNITS | QTY | UNIT COST | TOTAL COST | |||
| 37 | 522-2* | CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK, (3,000 PSI), (PER FDOT STANDARD SPECIFICATIONS, SECTIONS 522 AND STANDARD PLANS 522-001 & 522-002 | SY | 10 | $ - 0 | $ - 0 | |||
| 38 | 590-70 | FURNISH & INSTALL: CITY OF NAPLES APPROVED 1.5 " DIA. BACKFLOW PREVENTER WITH ALL CONNECTIONS AND COMPONENTS. COORDINATE WITH CITY OF NAPLES AND COUNTY STAFF FOR PERMITTING AND INSTALLATION OF WATER METER AND BACKFLOW PREVENTER | EA | 1 | $ - 0 | $ - 0 | |||
| CATEGORY II. SUBTOTAL: | $ - 0 |
| CATEGORY III. US 41 (SR90) TAMIAMI TRAIL EAST (Davis Blvd. (SR84)(MP 12.859) to Espinal Blvd. (MP 14.359), CCPN 31112.5 - BONDS | |||||
| 1 | PUBLIC PERFORMANCE AND PAYMENT BOND PREMIUMS | LS | 1 | $ - 0 | $ - 0 |
| CATEGORY I, II & III TOTAL BID AMOUNT: | $ - 0 | ||||
| BID SCHEDULE NOTES: | |||||
| 1. (*) - INDICATES ITEMS NORMALLY REQUIRING SUBMITTALS, SHOP DRAWINGS, PHOTOS, SAMPLES, AND/OR PLANS. | |||||
| 2. (ESTIMATED UNIT MEASUREMENTS, SEE SHEET LD-6 "GENERAL NOTES AND INSTRUCTIONS TO BIDDERS" NOTE No. 11). |
File details come from the government source that posted it. Updated .