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Home My WebLink AboutAgreement_General_4/9/2026_Wynn and Sons Environmental WYNN &SONS ENVIRONMENTAL CONSTRUCTION CO. LLC 7268 BELVEDERE ROAD WEST PALM BEACH, FL 33411 US +15616866077 dck.wynnandsons@yahoo.com Estimate ADDRESS SHIP TO ESTINIATE 10755 VILLAGE OF TEQUESTA Mr.Doug Chambers DATE 04/06/2026 357 Tequesta Drive Tequesta Park Maintenance Building Slab- Tequesta, FL 33469 Excavation, Embankment,40 ft X 80 ft Concrete with PBC Annual Contract 2025-055 Footers, Ramps,Swale Grading,Sod ACTIVITY DESCRIPTION QTY RATE AMOUNT 2555-007 SHALLOW EXCAVATION (DEPTH<4 FT)PER CY 140 8.00 1,120.00 2555-008 EMBANKMENT(COMPACTED IN PLACE)PER CY 120 7.50 900.00 2555-010 FINISH GRADING PER SY 889 2.80 2,489.20 2555-108 MISC CONCRETE(INCL REINFORCED STEEL)PER CY 18 900.00 16,200.00 2555-130 CONCRETE SIDEWALK(6"THICK)DRIVEWAY(35 SY OR 510 69.50 35,445.00 GREATER)PER SY 2555-134 PUMP MIX FOR CONCRETE PUMPING PER CY 60 20.00 1,200.00 2555-136 PUMPING OR HAND PLACEMENT OF CONCRETE(1 DAY) 4 2,000.00 8,000.00 PER EACH 2555-169 ROOT PRUNING(0"TO 36"DEEP)PER LF 50 22.00 1,100.00 2555-177 3 CY LOADER-DAY PER EACH 4 1,350.00 5,400.00 2555-178 1-1/2 CY BACKHOE-DAY PER EACH 3 1,350.00 4,050.00 1 10%CONTINGENCY 1 7,590.42 7,590.42 Proposal Does Not Include Sprinkler Repair-We cap the Pipe if Broken Survey By Others ------------------ TOTAL $83,494.62 Accepted By MAI0V Yre11y �pV>ns Accepted Date —q —a0 , (� Page 1 of 1 BID TABULATIONS PATHWAY AND MINOR CONSTRUCTION Engineer's Wynn&Sons CONTINUING SERVICES CONTRACT Estimate Environmental Construction Co.LLC PBC PROJECT#2025055 # FDOT Item# Item Description Qty.l Units Unit Price Unit Price Amount EMERGENCY RESPONSE ITEMS I N/A Emergency Response(<6 Hours) 10 EA S 10,000.00 S 750.00 S 7,500.00 2 N/A Emergency Response(6 Hours to 24 Hours) 20 EA S 20,000.00 S 750.00 S 15,000.00 3 N/A Emergency Response(24 Hours to 72 Hours) 30 EA S 30,000.00 S 750.00 S 22,500.00 SUBTOTAL(EMERGENCY RESPONSE) S 45,000.00 ROADWAY ITEMS 4 1 101-1 Clearing&Grubbing 200 AC S 200,000.00 S 725.00 $ 145,000.00 5 1 10-1 Remove Existing Asphalt(Full Depth)(See Notes) 20,000 SY S 40,000.00 S 1.80 S 36,000.00 6 120-1 Regular Excavation 10,000 CY S 80,000.00 S 6.50 $ 65,000.00 7 120-1 Shallow Excavation(Depth<4 ft) 3,000 CY S 30,000.00 S 8.00 S 24,000.00 8 120-6 Embankment(Compacted in Place) 2,500 CY $ 25,000.00 $ 7.50 S 18,750.00 9 N/A Finish Existing Rock Base(Includes Prime Coat) 1,000 SY S 7,500.00 S 5.75 $ 5,750.00 10 N/A Finish Grading 20,000 SY $ 70,000.00 S 2.80 $ 56,000.00 11 285-X 4"Base(Includes Prime Coat) 15,000 SY $ 120,000.00 S 7.25 $ 108,750.00 12 285-X 6"Base(Includes Prime Coat) 20,000 SY S 200,000.00 S 11.00 S 220,000.00 13 285-X 8"Base(includes Prime Coat) 5,300 SY S 106,000.00 S 15.00 $ 79,500.00 14 285-704 Optional Base Group 4 500 SY S 9,500.00 S 19.00 $ 9,500.00 15 285-707 Optional Base Group 7 10,000 SY $ 155,000.00 S 19.00 S 190,000.00 16 285-710 Optional Base Group 10 500 SY S 13,750.00 S 20.62 $ 10,310.00 17 285-713 Optional Base Group 13 10,000 SY $ 255,000.00 $ 25.50 $ 255,000.00 i8 334-1 Asphalt Driveway(1 I/2")(Includes 6"Base) 1,800 SY S 63,000.00 S 29.00 S 52,200.00 19 327-70 Mill Existing Asphalt Pavement(<5,000 SY) 30 1/2 Day S 159,000.00 S 4,975.00 $ 149,250.00 20 N/A Portable Milling Machine 1,000 HR $ 250,000.00 S 95.00 S 95,000.00 21 N/A Reuse Millings For Pathway(6"Deep) 3,000 SY S 30,000.00 S 6.50 S 19,500.00 22 339-1 Misc.Asphalt(0-50 Ton Orders)(Includes Tack Coat)(See 150 TN $ 30,000.00 S 180.00 $ 27,000.00 Notes) 23 339-1 Misc.Asphalt(>50 Ton Orders)(Includes Tack Coat)(See 100 TN S 20,000.00 S 170.00 S 17,000.00 Notes) 24 334-I-13 Superpave Asphaltic Concrete(SP-9.5 Traffic Level C)(0- 500 TN S 87,500.00 S 170.00 $ 85,000.00 200 Ton Orders) 25 334-1-14 Superpave Asphaltic Concrete(SP-9.5 Traffic Level C)(> 15,000 TN S 2,062,500.00 S 144.00 S 2,160,000.00 200 Ton Orders) 26 337-7-82 Superpave Asphaltic Concrete(FC-9.5 Traffic Level C)(0- 500 TN S 100,000.00 $ 190.00 $ 95,000.00 200 Ton Orders) 27 337-7-82 Superpave Asphaltic Concrete(FC-9.5 Traffic Level C)(> 5,000 TN S 1.000,000.00 S 179.00 $ 895,000.00 200 Ton Orders) 28 334-1-13 Superpave Asphaltic Concrete(SP-12.5 Traffic Level C)(0- 2,000 TN S 342,000.00 S 170.00 S 340,000.00 200 Ton Orders) 2y 334-1-13 Superpave Asphaltic Concrete(SP-12.5 Traffic Level C)(> 4,000 TN S 550.000.00 S 144A0 $ 576,000.00 200 Ton Orders) Page I of 9 BID TABULATIONS PATHWAY AND MINOR CONSTRUCTION Engineer's Wynn&Sons CONTINUING SERVICES CONTRACT Estimate Environmental Construction Co.LLC PBC PROJECT#2025055 # FDOT Item# Item Description Qty.1 Units Unit Price Unit Price Amount 30 N/A Pavement Texturing:Colored Coating(Standard Formula) 100 SY S 20,000.00 S 100.00 $ 10,000.00 31 N/A Pavement Texturing:Colored Coating(Traffic Formula) 100 SY S 20,000.00 S 100.00 $ 10,000.00 32 N/A Pavement Texturing.Heat&Imprint Existing Pavement 100 SY S 20,000.00 S 100.00 $ 10,000.00 33 N/A Pavement Texturing:Imprint New Installation 100 SY S 20,000.00 S 100.00 $ 10,000.00 34 N/A Pavement Texturing.Sealer Concrete 100 SY S 15,000.00 S 100.00 $ 10,000.00 35 526-1-1 Paver Brick 100 SY S 20,000.00 S 175.00 S 17,500.00 36 526-1-I01 Remove Paver Brick 100 SY S 5,000.00 $ 40.00 $ 4,000.00 37 526-1-101 Reset Paver Brick 100 SY S 15,500.00 S 85.00 S 8,500.00 SUBTOTAL(ROADWAY) S 5,814,510.00 DRAINAGE ITEMS 38 425-1-311 Inlets(Curb)(Type P-1)(<10) 10 EA S 61,500.00 S 11,200.00 $ 112,000.00 39 425-1-315 Wets(Curb)(Type P-1)(Partial-Top Only) 15 EA S 118,500.00 S 9,200.00 S 138,000.00 40 425-1-321 Inlets(Curb)(Type P-2)(<10') 10 EA S 79,000.00 S 12,200.00 $ 122,000.00 41 425-1-325 inlets(Curb)(Type P-2)(Partial-Top Only) 15 EA S 118,500.00 S 10,200.00 $ 153,000.00 42 425-1-351 Inlets(Curb)(Type P-5)(<101) 10 EA S 69,000.00 S 8,750.00 S 87,500.00 43 425-1-355 Inlets(Curb)(Type P-5)(Partial-Top Only) 15 EA S 88,500.00 S 6,950.00 $ 104,250.00 44 425-1-361 Inlets(Curb)(Type P-6)(<10) 10 EA S 68,500.00 S 9,200.00 $ 92,000.00 45 425-1-365 Inlets(Curb)(Type P-6)(Partial-Top Only) 15 EA S 102,750.00 S 6,950.00 S 104,250.00 46 425-1-521 Inlets(Ditch Bottom)(Type C) 20 EA S 100,000.00 S 4,750.00 S 95,000.00 47 425-1-541 Inlets(Ditch Bottom)(Type D) 10 EA $ 70,000.00 S 5,500.00 $ 55,000.00 48 425-1-910 Inlet(Closed Flume)(Type 1) 20 EA S 85,000.00 S 4,000.00 S 80,000.00 49 425-1-910 Inlet(Closed Flume)Double Barrel 5 EA S 26,250.00 S 4,000.00 S 20,000.00 50 110-4-10 Inlet(Remove and Dispose) 10 EA S 15,000.00 S 1,500.00 S 15,000.00 51 425-2-61 Manhole(Type P-8)(<101) 20 EA S 120,000.00 S 5,450.00 $ 109,000.00 52 425-2-63 Manhole(Type 8)(Partial-Top Only) 10 EA S 52,500.00 S 3,250.00 $ 32,500.00 53 425-1 Steel Reticuline Frame&Grate(Installed)(Index 232) 25 EA S 62,500.00 S 2,500.00 S 62,500.00 54 425-4/425-5 Adjust Existing Manhole or Inlet 25 EA S 31,250.00 S 2,250.00 S 56,250.00 55 425-7 Manhole Cover(Replace) 10 EA S 15,000.00 S 2,000.00 $ 20,000.00 56 425-5 Manhole Cover(Adjust) 20 EA S 30,000.00 S 2,000.00 $ 40,000.00 57 425-5 Manhole Riser(1"to 2") 25 EA S 8,750.00 S 500.00 $ 12,500.00 58 425-5 Manhole Ring and Cover(24")(Traffic Rated) 25 EA S 62,500.00 S 2,500.00 $ 62,500.00 59 425-4 Modify Wet&Install Reticuline Frame&Grate 5 EA S 15,000.00 S 2,500.00 S 12,500.00 60 425-1 Modify,Repair and/or Rebuild Existing Curb Wet 10 EA S 25,000.00 S 2,500.00 S 25,000.00 61 425-6 Adjust Valve Box 200 EA S 20,000.00 S 100.00 $ 20,000.00 62 425-6 Valve Box Cover(Replace) 20 EA S 2,000.00 $ 110.00 S 2,200.00 63 425-6 Valve Box Cover(Adjust) 20 EA S 5,000.00 S 200.00 S 4,000.00 64 j 164-4-800 Relocate Fire Hydrant 10 EA S 65,000.00 S 7,500.00 $ 75,000.00 Page 2 of 9 BID TABULATIONS PATHWAY AND MINOR CONSTRUCTION Engineer's Wynn&Sons CONTINUING SERVICES CONTRACT Estimate Environmental Construction Co.LLC PBC PROJECT#2025055 # FDOT Item# Item Description Qty.1 Units Unit Price Unit Price Amount 65 425-10 Yard Drain(Index 282) 10 EA S 25,000.00 $ 2,600.00 $ 26,000.00 66 430-175-115 Concrete Pipe Culvert(15"RCP) 200 LF $ 45,000.00 S 140.00 S 28,000.00 67 430-175-118 Concrete Pipe Culvert(18"RCP) 1,000 LF S 100,000.00 S 147.50 S 147,500.00 68 430-175-124 Concrete Pipe Culvert(24"RCP) 1,000 LF S 125,000.00 S 157.50 $ 157,500.00 69 430-175-130 Concrete Pipe Culvert(30"RCP) 1,000 LF $ 135,000.00 S 207.50 $ 207,500.00 70 430-175-136 Concrete Pipe Culvert(36"RCP) 1,000 LF $ 145,000.00 S 262.50 $ 262,500.00 71 430-175-142 Concrete Pipe Culvert(42"RCP) 1,000 LF S 165,000.00 S 317.50 $ 317,500.00 72 430-175-115 HDPE Pipe Culvert(15") 500 LF S 45,000.00 S 74.00 S 37,000.00 73 430-175-118 HDPE Pipe Culvert(18") 500 LF S 50,000.00 S 100.00 S 50,000.00 74 430-175-124 HDPE Pipe Culvert(24") 500 LF S 62,500.00 $ 126.50 $ 63,250.00 75 430-175-130 RDPE Pipe Culvert(30") 500 LF S 72,500.00 S 177.00 $ 88,500.00 76 430-175-136 HDPE Pipe Culvert(36") 500 LF S 75,000.00 S 177.00 $ 98,500.00 77 430-175-142 HDPE Pipe Culvert(42") 500 LF S 82,500.00 S 177.00 $ 88,500.00 78 430-175-148 HDPE Pipe Culvert(48") 500 LF S 87,500.00 S 198.50 $ 99,250.00 79 430-175-115 Corrugated Polypropylene Pipe Culvert(15") 500 LF S 100,000.00 S 85.80 $ 42,900.00 80 430-175-118 Corrugated Polypropylene Pipe Culvert(18") 500 LF S 125,000.00 $ 110.00 $ 55,000.00 81 430-175-124 Corrugated Polypropylene Pipe Culvert(24") 500 LF S 150,000.00 S 136.50 $ 68,250.00 82 430-175-130 Corrugated Polypropylene Pipe Culvert(30") 500 LF S 225,000.00 S 177.00 S 88,500.00 83 430-175-136 Corrugated Polypropylene Pipe Culvert(36") 500 LF S 300,000.00 S 177.00 $ 88,500.00 84 430-175-142 Corrugated Polypropylene Pipe Culvert(42") 500 LF S 375,000.00 S 177.00 $ 88,500.00 85 130-175-148 Corrugated Polypropylene Pipe Culvert(48") 500 LF S 450,000.00 S 216.50 S 108,250.00 86 430-175-115 A-2000 Pipe Culvert(15"PVC) 100 LF $ 10,000.00 S 80.00 $ 8,000.00 87 430-175-118 A-2000 Pipe Culvert(18"PVC) 500 LF $ 62,500.00 $ 100.00 $ 50,000.00 88 430-175-124 A-2000 Pipe Culvert(24"PVC) 500 LF S 75,000.00 S 135.00 S 67,500.00 89 430-982-123 Mitered End Section(Round)(15") 5 EA $ 7,500.00 $ 1,500.00 $ 7,500.00 90 430-982-125 Mitered End Section(Round)(18") 10 EA S 19,000.00 S 1,600.00 $ 16,000.00 91 430-982-129 Mitered End Section(Round)(24") 10 EA S 20,000.00 S 1,800.00 S 18,000.00 92 430-982-133 Mitered End Section(Round)(30") 10 EA $ 25,000.00 S 5,000.00 $ 50,000.00 93 430-982-138 Mitered End Section(Round)(36 ) 10 EA S 27,000.00 S 6,000.00 S 60,000.00 94 430-982-140 Mitered End Section(Round)(42") 10 EA S 60,000.00 $ 7,000.00 $ 70,000.00 95 430-174-118 ADS Flared End(18"HDPE) 2 EA S 3,800.00 S 1,250.00 $ 2,500.00 96 430-174-124 ADS Flared End(24"RDPE) 2 EA S 4,000.00 S 1,500.00 S 3,000.00 97 430-174-136 ADS Flared End(36"HDPE) 2 EA S 5,400.00 S 2,000.00 S 4,000.00 98 430-174-148 ADS Flared End(48"HDPE) 2 EA $ 7,800.00 S 3,000.00 $ 6,000.00 99 443-70-3 French Drains(18"CMP)(Includes Ballast Rock&Filter 25 LF $ 5,000.00 S 200.00 S 5,000.00 Fabric) 100 443-70-4 French Drains(24"CMP)(Includes Ballast Rock&Filter 25 LF S 5,000.00 S 245.00 S 6,125.00 Fabric) Page 3 of 9 BID TABULATIONS PATHWAY AND MINOR CONSTRUCTION Engineer's Wynn&Sons CONTINUING SERVICES CONTRACT Estimate Environmental Construction Co.LLC PBC PROJECT#2025055 # FDOT Item# Item Description Qty.l Units Unit Price Unit Price Amount 101 443-70-3 French Drains(18"RCP)(Includes Ballast Rock&Filter 100 LF S 20,000.00 S 200.00 $ 20,000.00 Fabric) 102 443-70-4 French Drains(24"RCP)(Includes Ballast Rock&Filter 100 LF S 20,000.00 $ 245.00 $ 24,500.00 Fabric) 103 530-3 Rubble Rip-Rap 250 TN S 47,500.00 S 185.00 S 46,250.00 104 530-74 #57 Coarse Aggregate(FDOT) 10 TN $ 1,900.00 S 185.00 $ 1,850.00 105 430-x Sand Cement End wall 15 CY S 4,500.00 S 350.00 S 5,250.00 106 N/A Dewatering(6"Pump/Wellpoints) 20 ED S 80,000.00 S 4,000.00 $ 80,000.00 SUBTOTAL(DRAINAGE) S 4,464,825.00 CONCRETE ITEMS 107 N/A Concrete Grinding to Remove Trip Hazards(see TSPs) 1,000 LF $ 50,000.00 S 25.00 S 25,000.00 108 400-x Misc.Concrete(includes Reinforcing Steel) 100 CY $ 100,000.00 S 900.00 $ 90,000.00 109 400-x Class I Concrete(Gravity Wall) 50 CY $ 50,000.00 S 900.00 S 45,000.00 110 520-2-4 Concrete Curb(Type D)(See Notes) 10,000 LF S 180.000.00 S 21.00 S 210,000.00 111 110-4-10 Concrete Curb Type D(Removal) 750 LF $ 9,375.00 S 13.00 $ 9,750.00 112 520-1-10 Concrete Curb&Gutter(Type F) 20,000 LF S 400,000.00 S 22.00 S 440,000.00 113 1104-10 Concrete Curb&Gutter Type F(Removal) 11,000 LF $ 148,500.00 S 12.75 $ 140,250.00 114 520-3 Concrete Valley Gutter 1,600 LF $ 35,200.00 S 25.00 $ 40,000.00 115 110-4-10 Concrete Valley Gutter(Removal) 3,000 LF S 37,500.00 S 12.75 S 38,250.00 116 520-2 Concrete Curb&Gutter(9")(PBC Standard) 100 LF S 2,200.00 S 35.00 $ 3,500.00 117 1 10-4-10 Concrete Curb&Gutter(9")(Removal) 25 LF S 225.00 S 15.00 S 375.00 118 520-2 Concrete Flush Header Curb(PBC Standard) 25 LF S 1,375.00 S 50.00 S 1,250.00 119 I 10-4-10 Concrete Flush Header Curb(Removal) 500 LF S 6,000.00 S 15.00 $ 7,500.00 120 520-1 Concrete Mountable Gutter(PBC Standard) 50 LF $ 1,100.00 $ 50.00 $ 2,500.00 121 110-4-10 Concrete Mountable Gutter(Removal) 50 LF $ 1,100.00 S 13.00 S 650.00 122 520-5 Traffic Separator Conc(Type I) 1,500 SY $ 142,500.00 S 110.00 $ 165,000.00 123 520-5 Traffic Separator Conc(Type IV) 500 SY S 100,000.00 $ 180.00 $ 90,000.00 124 1104-10 Traffic Separator Concrete(Removal) 50 SY $ 3,750.00 S 75.00 $ 3,750.00 125 522-1 Concrete Sidewalk(4"Thick)(<10 SY) 1,000 SY $ 200,000.00 S 180.00 S 180,000.00 126 522-1 Concrete Sidewalk(4"Thick)(10 SY to<50 SY) 1,000 SY $ 180,000.00 $ 180.00 S 180,000.00 127 522-1 Concrete Sidewalk(4"Thick)(50 SY or Greater) 5,000 SY S 300,000.00 S 60.50 $ 302,500.00 128 522-2 Concrete Sidewalk(6"Thick)(Driveway)(<8 SY) 1,000 SY $ 200,000.00 S 180.00 $ 180,000.00 129 522-2 Soncrete Sidewalk(6"Thick) Driveway to< 1,000 SY $ 200,000.00 S 180.00 S 180,000.00 yl 130 522-2 Concrete Sidewalk(6- 1-hick) veway or 15,000 SY S 945,000.00 S 69.50 S 1,042,500.00 131 522-2 Concrete Sidewalk(6"Thick)(Curb Ramps) 20,000 SY S 1,780,000.00 S 91.50 S 1,830,000.00 132 527-2 Surface Applied Tactile Surface 2,000 SF S 40,000.00 S 42.00 S 84,000.00 133 527-2 Cast-In-Place Tactile Surface 20,000 SF S 500,000.00 S 39.00 $ 780,000.00 134 N/A Pump Mix for Concrete Pumping 500 CY S 17,500.00 S 20.00 $ 10,000.00 Page 4 of 9 BID TABULATIONS PATHWAY AND MINOR CONSTRUCTION Engineer's Wynn&Sons CONTINUING SERVICES CONTRACT Estimate Environmental Construction Co.LLC PBC PROJECT#2025055 # FDOT Item# Item Description Qty. Units Unit Price Unit Price Amount 135 N/A Pumping or Hand Placement of Concrete(1/2 Day) 5 EA S 7,500.00 S 1,500.00 $ 7,500.00 l36 N/A Pumping or Hand Placement of Concrete(1 Day) 5 EA S 10,000.00 S 2,000.00 $ 10,000.00 137 1104-10 4"Concrete Removal 5,000 SY S 65,000.00 S 15.00 S 75,000.00 138 1104-10 6"Concrete Removal 5,000 SY S 65,000.00 S 15.00 S 75,000.00 SUBTOTAL(CONCRETE) S 6,249,275.00 FENCING AND RAILING ITEMS 139 550-10-212 Type B Fence (4'High)(w/Top Rail)(Green Vinyl Clad) 200 LF S 40,000.00 S 150.00 $ 30,000.00 140 550-10-222 Type B Fence (6 High)(w/Top Rail)(Green Vinyl Clad) 400 LF $ 100,000.00 S 150.00 $ 60,000.00 141 110-1-1 Chain Link Fence(Removal&Disposal) 250 LF S 25,000.00 S 50.00 S 12,500.00 142 550-10-410 Double Rail Wood Fence 400 LF $ 30,000.00 S 60.00 $ 24,000.00 143 550-10 Double Rail Wood Fence(Relocation) 350 LF S 19,250.00 S 40.00 $ 14,000.00 144 110-1-1 Double Rail Wood Fence(Removal) 100 LF S 1,500.00 S 15.00 $ 1,500.00 145 515-1-2 Aluminum Pipe Handrail(3 Rail) 150 LF $ 37,500.00 S 250.00 $ 37,500.00 146 515-1-1 Steel Pipe Handrail(3 Rail) 150 LF S 37,500.00 $ 200.00 S 30,000.00 147 515-1 Safety Pipe Rail(2") 100 LF S 25,000.00 S 225.00 S 22,500.00 148 550-10 Field Fence 121,000 LF S 300,000.()0 S 22.00 $ 264,000.00 149 550-10 Five Strand Wire Fence(See TSP's) 25,000 LF $ 625,000.00 S 2250 $ 562,500.00 150 110-1-1 Field Fence,al I post type(Remove an ispose)( ee 12,000 LF S 96,000.00 S 6.80 S 81,600.00 151 110-1-1 Five strand Wire Fence(All Post Types)(Remove and 25,000 LF S 200,000.00 S 6.89 S 172,250.00 Dispose)(See TSP's) 152 550-60 Bull Gate(12')(See TSP's) 10 EA S 25,000.00 S 2,277.00 S 22,770.00 l53 550-60 Bull Gate(14')(See TSP's) 5 EA S 17,500.00 S 2,783.00 $ 13,915.00 154 550-60 Bull Gate(16')(See TSP's) 5 EA S 22,500.00 S 3,289.00 S 16,445.00 155 N/A Fiberglass Reinforced Plastic Grating Boardwalk Decking 2,500 SF S 30.00 S 34.73 $ 86,825.00 156 N/A Composite PVC Toprail and Railing 2,500 LF S 20.00 S 25.00 S 62,500.00 157 N/A Southern Yellow Pine Lumber Posts 3,500 BF S 18.00 $ 20.70 S 72,450.00 158 110-1-1 Boardwalk,Handrail,and Railing(Removal) 12,000 BF $ 5.00 S 7.00 j $ 84,000.00 SUBTOTAL(FENCING AND RAILING) $ 1,671,255.00 LANDSCAPING ITEMS 155 570-1 Seed and Mulch 500 SY S 2,000.00 S 3.50 S 1,750.00 156 570-2 Sodding(To Match Existing)(See Notes) 25,000 SY S 175,000.60 $ 6.99 S 174,750.00 157 N/A Synthetic Turf(ForeverLawn or Equal)with 2.5"Foam 1,000 SY S 50,000.00 S 165.00 $ 165,000.00 Underlay 158 N/A Top Soil(6"Thick) 2,000 SY S 22,000.00 $ 13.00 S 26,000.00 159 N/A Equal)in Place Rubber Mulch(Rainbow Turf Products or 500 SY S 42,500.00 $ 75.00 S 37,500.00 160 110-1-1 Stump Removal 80 EA $ 8,000.00 S 100.00 $ 8,000.00 161 581-1 Tree Relocation 200 EA S 200,000.00 $ 500.00 S 100,000.00 Page 5 of 9 BID TABULATIONS PATHWAY AND MINOR CONSTRUCTION Engineer's Wynn&Sons CONTINUING SERVICES CONTRACT Estimate Environmental Construction Co.LLC PBC PROJECT#2025055 # FDOT Item# I Item Description Qty. Units Unit Price Unit Price Amount 162 l 10-1-1 Tree Removal(<12"Caliper) 200 EA S 300,000.00 $ 500.00 $ 100,000.00 163 110-1-1 Tree Removal(12"-24"Caliper) 200 EA $ 400,000.00 $ 500.00 S 100,000.00 164 Ito-1-1 Tree Removal(Palms-All Sizes) 200 EA S 300,000.00 S 500.60 $ 100,000.00 165 N/A Root Pruning(0"-36"deep) 2,000 LF S 40,000.00 S 22.00 S 44,000.00 166 N/A IS"Root Barrier 100 LF S 8,500.00 S 49.00 $ 4,900.00 167 N/A 24"Root Barrier 1,000 LF $ 50,000.00 S 45.00 S 45,000.00 168 N/A 36"Root Barrier 8,000 LF S 416,000.00 $ 48.50 $ 388,000.00 169 581-x Vegetation Relocation(Including Watering) 10 HR S 2,500.00 $ 200.00 S 2,000.00 170 630-2 2"PVC Pipe(Schedule 40) 1,000 LF S 10,000.00 $ 10.00 S 10,000.00 171 630-2 4"PVC Pipe(Schedule 40) 100 LF S 2,500.00 $ I5.00 $ 1,500.00 172 630-2 6"PVC Pipe(Schedule 40) 200 LF $ 7,000.00 $ 20.00 $ 4,000.00 SUBTOTAL(LANDSCAPING) S 1,312,400.00 EQUIPMENT ITEMS 173 N/A 3 CY Loader-Day 200 EA S 400,000.00 $ 1,350.00 $ 270,000.00 174 N/A 1-1/2 CY Backhoe-Day 200 EA S 400,000.00 S 1,350.00 S 270,000.00 175 N/A 40 Ton Crane,Crawler or Wheel Mount(Day) 15 EA $ 52,500.00 S 2,500.00 S 37,500.00 SUBTOTAL(EQUIPMENT) $ 577,500.00 PILING AND SHEETING ITEMS 176 455-x 8"Treated Timber Piling 100 LF $ 8,700.00 S 65.00 $ 6,500.00 177 455-x 10"Treated Timber Piling 100 LF S 9,500.00 S 75.00 $ 7,500.00 178 455-x 10"Treated TimberguardTM Wood Piling 500 LF $ 57,500.00 S 95.00 S 47,500.00 179 455-34 12"Square Precast Pre-Stressed Concrete Piling 500 LF S 70,000.00 S 254.00 S 127,000.00 180 455-34-2 14"Square Precast Pre-Stressed Concrete Piling 100 LF $ 14,800.00 $ 270.00 $ 27,000.00 181 455-35 Temporary or Permanent Steel Sheet Piling 100 SF S 10,000.00 S 100.00 $ 10.000.00 SUBTOTAL(PILING AND SHEETING) S 225,M.00 SIGNING AND MARKING ITEMS 182 700-1-40 ADA Handicapped Parking Sign 5 EA S 3,125.00 S 685.00 S 3,425.00 183 710-I 1 Traffic Paint(All Widths&Colors)(See Notes) 500 SF S 2,400.00 S 4.90 $ 2,450.00 184 701-1 Thermoplastic Pavement Marking(All Widths&Colors) 500 SF S 4,250.00 S 9.50 S 4,750.00 (See Notes) 185 N/A Wheel Stops-Furnish&Install 100 EA S 7,600,00 S 85.10 S 8,510.00 186 N/A Remove&Re-Install Wheel Stops 100 EA $ 4,500.00 S 60.00 S 6,000.00 187 700-1-50 Sign(Relocate) 20 EA $ 7,000.00 $ 373.00 $ 7,460.00 188 N/A Speed Humps 1,000 SY S 100,000.00 $ 95.00 $ 95,000.00 189 NIA Stamped Colored Concrete(5"Thick) 100 SY S 10.000.00 S 135.00 S 13,500.00 190 519-78 Steel Bollard 20 EA S 12,000.00 S 1,000.00 S 20,000.00 191 519-78 Removable Bollard 20 EA S 35,000.00 S 2,300.00 S 46.000.00 SUBTOTAL(SIGNING AND MARKING) $ 207,095.00 Page 6 of 9 BID TABULATIONS PATHWAY AND MINOR CONSTRUCTION Engineer's Wynn&Sons CONTINUING SERVICES CONTRACT Estimate Environmental Construction Co.LLC PBC PROJECT#2025055 # FDOT Item# Item Description Qty.l Units Unit Price Unit Price Amount MISCELLANEOUS ITEMS 192 N/A Premium for Conflict Condition 5 EA $ 17,500.00 S 3,500.00 $ 17,500.00 193 N/A Premium to Increase Box Depth to>10' 5 EA $ 12,500.00 S 3,500.00 $ 17,500.00 194 N/A Premium to Increase Box from P to J 5 EA $ 17.500.00 $ 3,500.00 $ 17,500.00 195 N/A IPE Boardwalk Decking&Top Rail(514"x 6") 1,000 LF $ 24,000.00 $ 24.00 $ 24,000.00 196 110-7 Mail Boxes(Reset) 150 EA $ 30,000.00 $ 100.00 $ 15,000.00 197 635-2 Pull Boxes(Brooks) 5 EA $ 8,900.00 $ 950.00 $ 4,750.00 198 N/A Sandblasting-1/2 Day 20 EA $ 36,000.00 S 1,200.00 $ 24,000.00 199 N/A Sandblasting-Full Day 10 EA S 25,000.00 S 2,000.60 $ 20,000.00 200 N/A Pressure Cleaning 10 ED $ 20,000.00 S 1,500.00 $ 15,000.00 201 N/A Southern Yellow Pine Lumber 15,000 BF $ 187,500.00 S 10.50 $ 157,500.00 202 110-1-1 Southern Yellow Pine Lumber(Removal&Disposal) 20,000 BF S 140,000.00 S 5.00 S 100,000.00 SUBTOTAL(MISCELLANEOUS) S 412,750.00 TOTAL BID $ 20,9801110,00 Page 7 of 9 THE COUNTY DOES NOT GUARANTEE THE ACCURACY OF THE FORMULAS AND EXTENSIONS USED IN THIS SPREADSHEET. THE ITEMS AND QUANTITIES ABOVE,SHALL GOVERN OVER THE PLANS. PAY ITEM FOOTNOTES IN CONSTRUCTION PLANS SHALL ALSO BE INCLUDED IN ITEM UNIT PRICE. N*ote# PAY ITEM FOOTNOTES 1 All costs for Maintenance of Traffic(MOT)and mobilization shall be considered incidental to,and shall be included in,unit prices for the pay items. 2 All items shall include cost to furnish and install unless otherwise noted. 3 FDOT Item numbers are information only. Removable Bollard-Includes all costs associated with installation of removable bollards at locations designated by the County. All labor and materials, 4 including excavation,rock drain,concrete foundation,bollare pipe,ground sleeve with locking mechanism,painting and restoration of the area,are incidental to the Item. 5 Steel Bollard-includes all costs associated with installation of steel bollards at locations designated by the County. All labor and materials,including excavation,concrete foundation,bollard pipe,painting and restoration of the area,are incidental to the pay item. 6 Cleating and Grubbing Specifications for various processes required under clearing and grubbing item. Also includes cutting and capping irrigation fines. Pumping or Hand Placement of Concrete-These items shall include all equipment and labor required for placement of concrete in areas not accessible by 7 conventional concrete truck(assumed 12'long chute),either by hand or by pumping,and shall be in addition to the per square yard price for 4"and 6"concrete items. 8 Pump Mix for Concrete Pumping-This item represents a surcharge to the per square yard price for 4"and 6"concrete items to cover costs for special admixtures,ere.required for pumping concrete under Pumping or Hand Placement of Concrete items. 9 Concrete Sidewalk Items-These items shall include all materials,labor and equipment. 10 Concrete Sidewalk(6"Thick)(ADA Ramps)-includes only areas of the ramps and transitions back to level sidewalk. I I Concrete Traffic Separator Removal-Includes removal of base material or any other material unsuitable for planting which may be located in the traffic separator area. 12 The cost to construct curb pads shall be included in the unit price for each respective curb item. 13 Concrete Curb Type D shall include Athletic Field Backstop Curbing. 14 Dewatering-Well Point equipment up to 150 points complete,including pump and associated jetting equipment.Well Point Equipment shall only be used in the prosecution of work under this contract as requested by the appointed Palm Beach County Project Supervisor. Double Rail Wood Fence Relocation-Includes all labor,equipment and materials requited for removal of wood fence rails and posts,stockpiling and 15 protecting material and re-installation of posts and double rail wood fence. Furnishing and installing replacement items which have been damaged during removal or storage shall be considered incidental to the pay item. 16 Double Rail Wood Fence Removal-Includes all labor,equipment and materials required for removal of wood fence rails and posts and stockpiling on-site for recovery by County personnel or proper disposal by Contractor. 17 Removal and disposal of existing item to be replaced or repaired shall be incidental to all drainage structure items. 18 Drainage structures shall include as incidental removal of existing structure to be replaced. 19 Equipment Items-40 Ton Crane,Crawler or Wheel mount,3 CY Loader,1.5 CY Backhoe-Bid Price shall include all costs-equipment,labor,materials, operator(s),defivery,pick-up,maintenance,fuel,etc.are incidental to this item. 20 Excavation includes cutting and capping irrigation lines. 21 Finish Existing Rock Base-includes all labor,equipment and baserock material sufficient to level,lightly grade and compact the existing rock base prior to application of prime coat. 22 Finish Grading-Includes all labor,equipment and materials required for fine grading and shaping of areas disturbed by other operations. Finish Grading does not replace grading and shaping incidental to the items Sodding and Seeding and Mulching. 23 Milling Existing Asphalt Pavement Items per square yard are based on the indicated depth of milling. in the event that other milling depths are required,the contract price for Mill Existing Asphalt Pavement will be adjusted in(112")increments. Mill Existing Asphalt,Full Size Milling Machine-Includes use of milling machine,broom tractor,and other equipment as required,transportation of 24 equipment to and from the work site,all labor for actual milling and clean-up and satisfactory disposal of milled material. Payment shall be based upon actual time for trilling and clean-up. Preparation of areas to be milled,clean-up and disposal of milled material shall be considered incidental to the unit price bid. 25 Misc Asphalt-Includes surface courses,friction courses and other miscellaneous asphalt as required. Page 8 of 9 Thermoplastic Pavement Marking and Traffic Paint-Includes all labor,equipment,materials,etc.required to furnish and install pavement marking in parking 26 lots and other areas. All items,including parking space markings,lane lines,stop bars.handicapped symbols,directional arrows and messages,in any or all colors,shall be considered incidental to the pay item. Portable Milling Machine,per hour,includes portable milling machine,all labor for actual milling and clean-up and satisfactory disposal of trilled material. 27 Payment shall be based upon actual hours for milling and clean-up. Disposal of milled material shall be considered incidental to per hour rate for Portable Milline Machine. 28 Pressure Cleaning-Can be paid in half day increments 29 Remove Existing Asphalt,and Mill Existing Asphalt items-Include all equipment,labor,etc.for removal and disposal of existing asphalt pavement material. Unit Prices shall be based upon a 1"depth of milling. The contract prices will be adjusted in'/2"increments for other milling depths. 30 Root Barrier-Root pruning and removal shall be incidental to all root barriers 31 Rubble Rip-Rap-Includes finish grading,filter fabric,installation,etc. All labor and materials,including restoration of the area,are incidental to this item. Temporary or Permanent Steel Sheet Piling-Piling material shall be PZ27 or equal. All work shall be in accordance with FDOT Standard Specifications, 32 Section 455,Structures Foundations. Per square foot price is for Temporary or Permanent Sheet Piling actually installed and accepted by the County,including all labor,equipment and materials,cutting,splicing,dynamic and static testing,adjustments resulting from testing,removal of temporary piling and restoration of the area_ 33 Sodding-Pay Item shall include all work necessary to install and establish,including watering and fertilizing to sustain an established turf until final acceptance at no additional cost. Item shall also include the filling,leveling and repairing of any washed or eroded areas,as may be necessary. Southern Yellow Pine Lumber-Southern Yellow Pine Lumber shall be pressure treated marine grade southern pine#1,or better,treated to 0.4 pcf retention of 34 ACQ(AWPA UC4A,or better)and shall be paid for by boardfoot famished and installed and accepted by the County.Cost per board foot installed shall include all labor,equipment and materials,fasteners,and cutting and shall include a maximum of 10%whatsoever and above installed material measured in the field. Square Precast Prestressed concrete piling-Include all costs associated with installation of Pre-stressed Concrete pilings at locations shown on plans or as designated by the County. Contractor shall receive detailed design plans for each installation,signed and sealed by a Professional Engineer licensed in the State 35 of Florida. All labor and materials,cutting,splicing,dynamic and static testing,adjustments resulting from testing and restoration of the area are incidental to the item. All work shall be in accordance with FDOT Standard Specifications,Section 455,Structures Foundations. Per foot price is for Precast Pre-stressed Concrete Pilings actually installed and accepted by the County. 36 All Tree Removal items shall include all costs associated with tree removal including MOT(if required),reduction of canopy,felling of trunk,stump removal, debris disposal and backfilling of hole with suitable material to provide a uniform grade. 37 Replace Sprinkler System-Includes the cost of labor,as well as all parts,such as pipe,heads and fittings. Treated Timber Piling-Include all costs associated with installation of treated Southern Pine pilings at locations shown on plans or as designated by the County. Contractor shall receive detailed design plans for each installation,signed and sealed by a Professional Engineer licensed in the State of Florida. All 38 labor and materials,cutting splicing,dynamic and static testing,adjustments resulting from testing and restoration of the area are incidental to the item. All work shall be in accordance with FDOT Standard Specifications,Section 455,Structures Foundations. Southern Pine timber shall be pressure treated,2.5cca or better. Per foot price is for Treated Timber Pilings actually installed and accepted by the County. Treated Timberguard Wood Piling-10"Treated TimberguardTM Wood Piles shall be paid for by Linear Feet furnished and installed and accepted by the 39 County.Cost per Linear Feet installed shall include all labor,equipment and materials,fasteners,and cutting and shall include a maximum of 10%waste over and above installed material measured in the field. Wheel Stops-Includes all labor,equipment and materials required for removal of wheel stops and re-bar or other methods of attachment,stockpiling and 40 protecting wheel stops and accessories and re-installation of wheel stops by an acceptable attachment method. Furnishing and installing replacement wheel stops and/or attachment devices which have been damaged during removal or storage shall be considered incidental to the pay item. Bids as read at opening on October 14,2025,2:00 PM All bids subject to OSBD compliance and Board Approval. Prepared by:Geraldine Lazzarino-Kelly,Technical Assistant 1 Checked by: Holly B.Knight,P.E.,Contracts Section Manager Contract Time is 18 months Page 9 of 9 PUBLIC RECORDS. In accordance with Sec. 119.0701, Florida Statutes, CONTRACTOR must keep and maintain this Agreement and any other records associated therewith and that are associated with the performance of the work described in the Proposal or Bid. Upon request from the Village's custodian of public records, CONTRACTOR must provide the Village with copies of requested records, or allow such records to be inspected or copied, within a reasonable time in accordance with access and cost requirements of Chapter 119, Florida Statutes. A CONTRACTOR who fails to provide the public records to the Village, or fails to make them available for inspection or copying, within a reasonable time may be subject to attorney's fees and costs pursuant to Sec. 119.0701, Florida Statutes, and other penalties under Sec. 119.10, Florida Statutes. Further, CONTRACTOR shall ensure that any exempt or confidential records associated with this Agreement or associated with the performance of the work described in the Proposal or Bid are not disclosed except as authorized by law for the duration of the Agreement term, and following completion of the Agreement if the CONTRACTOR does not transfer the records to the Village. Finally, upon completion of the Agreement, CONTRACTOR shall transfer, at no cost to the Village, all public records in possession of the CONTRACTOR, or keep and maintain public records required by the Village. If the CONTRACTOR transfers all public records to the Village upon completion of the Agreement, the CONTRACTOR shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the CONTRACTOR keeps and maintains public records upon completion of the Agreement, the CONTRACTOR shall meet all applicable requirements for retaining public records. Records that are stored electronically must be provided to the VILLAGE, upon request from the Village's custodian of public records, in a format that is compatible with the Village's information technology systems. IF CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, PLEASE CONTACT THE VILLAGE CLERK, RECORDS CUSTODIAN FOR THE VILLAGE, AT (561) 768-0440, OR AT Imcwilliams@tequesta.org, OR AT 345 TEQUESTA DRIVE, TEQUESTA, FLORIDA 33469. Pursuant to Article XII of the Palm Beach County Charter, the Office of the Inspector General has jurisdiction to investigate municipal matters, review and audit municipal contracts and other transactions, and make reports and recommendations to municipal governing bodies based on such audits, reviews, or investigations. All parties doing business with the Village shall fully cooperate with the inspector general in the exercise of the inspector general's functions, authority, and power. The inspector general has the power to take sworn statements, require the production of records, and to audit, monitor, investigate and inspect the activities of the Village, as well as contractors and lobbyists of the Village in order to detect, deter, prevent, and eradicate fraud, waste, mismanagement, misconduct, and abuses. "The Village of Tequesta strives to be an inclusive environment. As such, it is the Village's policy to comply with the requirements of Title II of the American with Disabilities Act of 1990 ("ADA") by ensuring that the Contractor's [ agreement/bid documents and specifications ] are accessible to individuals with disabilities. To comply with the ADA, the Contractor shall provide a written statement indicating that all [ agreement /bid documents and specifications], from Contractor, including files, images, graphics,text, audio, video, and multimedia, shall be provided in a format that ultimately conforms to the Level AA Success Criteria and Conformance Requirements of the Web Content Accessibility Guidelines 2.0 (Dec. 11, 2008) ("WCAG 2.0 Level AA"), published by the World Wide Web Consortium ("WK"), Web Accessibility Initiative ("WAI"), available at www.w3.org/TR/WCAG/." E-Verify Affidavit Bid/Proposal Number: Project Description: In accordance with Section 448.095, F.S., Contractor acknowledges and agrees to utilize the U.S. Department of Homeland Security's E-Verify System to verify the employment eligibility of: 1. All persons employed by the Contractor to perform employment duties within Florida during the term of the contract; and 2. All persons (including SUBCONTRACTORS) assigned by the Contractor to perform work pursuant to the contract. The Contractor acknowledges and agrees that use of the U.S. Department of Homeland Security's E-Verify System during the term of the contract is a condition of the contract with the Village of Tequesta. Contractor further agrees to retain sufficient evidence of their enrollment in the E-Verify System and provide such evidence to the Village of Tequesta upon request. Sufficient evidence shall consist of a printed copy of the completed E-Verify Company Profile page, obtained from https://www.e- verify_gov. Contractor also agrees to obtain from each of its subcontractors/subconsultants an affidavit stating that the subcontractor/subconsultant does not employ, contract with, or subcontract with an Unauthorized Alien, as that term is defined in Section 448.095(1)(k), F.S. Contractor further agrees to maintain a copy of any such affidavit from a subcontractor/subconsultant for, at a minimum, the duration of the subcontract and any extension thereof. By affixing your signature below, you hereby affirm that you will comply with all E-Verify requirements. Company name Federal Employer Identification No. Signature Date Print Name Title STATE OF FLORIDA PALM BEACH COUNTY Sworn and subscribed before me by means of[]physical presence or ❑online notarization on this day of ,20 by ,who is personally known to me or has produced as identification and who did/did not take an oath, in the state and county first mentioned above. Notary Public (affix seal) My Commission Expires: