Loading...
01-21-2016 Special MeetingCity Commission Enid Weisman, Mayor Robert Shelley, Vice Mayor Lnlbar Cohen, Commissioner Teri Holzberg, Commissioner Denise Landman, Commissioner Marc Narotsky, Commissioner Howard Weinberg, Commissioner City Manager ]Eric M. Soroka, ICA/1A-CM City Clerk ]Ellisa L. Horvath, MMC City Attorney Weiss Scrota HelFinan Cole & Bierman CITY COMMISSION SPECIAL MEETING AGENDA JANUARY 21, 2016 9:00 A.M. Aventura Government Center 19200 West Country Club Drive Aventura, Florida 33180 1. CALL TO ORDER\ROLL CALL 2. RESOLUTION: A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF AVENTURA, FLORIDA AWARDING AND LETTING A BID/CONTRACT FOR BID NO. 16-12- 16-2,188m STREET PARK IMPROVEMENTS TO FHP TECTONICS CORP. AT THE BID PRICE OF $1,658,700.75; AUTHORIZING THE CITY MANAGER TO EXECUTE ASSOCIATED CONTRACTS; AUTHORIZING THE CITY MANAGER TO TAKE NECESSARY AND EXPEDIENT ACTION TO CARRY OUT THE AIMS OF THIS RESOLUTION; PROVIDING FOR THE APPROPRIATION AND ALLOCATION OF FUNDS FOR SAID BID AWARD; AND PROVIDING FOR AN EFFECTIVE DATE. 3. ADJOURNMENT This meeting is open to the public. In accordance with the Americans with Disabilities Act of 1990, all persons who are disabled and who need special accommodations to participate in this meeting because of that disability should contact the Office of the City Clerk, 305-466-8901, not later than two days prior to such proceeding. One or more members of the City of Aventura Advisory Boards may be in attendance and may participate at the meeting. Anyone wishing to appeal any decision made by the Aventura City Commission with respect to any matter considered at such meeting or hearing will need a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. Agenda items may be viewed at the Office of the City Clerk, City of Aventura Government Center, 19200 W. Country Club Drive, Aventura, Florida, 33180. Anyone wishing to obtain a copy of any agenda item should contact the City Clerk at 305-466-8901. CITY OF AVENTURA OFFICE OF THE CITY MANAGER MEMORANDUM TO: City Commission FROM: Eric M. Soroka, ICMA- BY: Antonio F. Tomei, Cap DATE: January 4, 2015 CM4C'Man er itanager�,0� SUBJECT: Recommendation: Bid No: 16-12-16-2 — 188th Street Park Improvements January 21, 2016 City Commission Meeting Agenda Item '�- Recommendation It is recommended that the City Commission adopt the attached Resolution awarding Bid No. 16-12-16-2, 188th Street Park Improvements to the lowest responsible and responsive bidder, FHP Tectonics Corp. for the price of $1,658,700.75. Background In accordance with the City's Purchasing Ordinance, bids for this project were solicited, advertised, and opened on December 22, 2015. The City received the following seven (7) bids for this project.- FHP roject: FHP Tectonics Corp. $1,658,700.75 JRT Construction Co. $1,674,578.05 West Construction, Inc. $1,699,704.45 Bejar Construction, Inc. $1,784,222.84 Lynx Construction Management, Inc. $1,924,491.86 ELCI Construction Group, Inc. $1,933,191.48 AAYRA Construction & Design $2,313,394.65 The original budgeted amount for this project was $1,400,000. The bid exceeds this amount by $258,700.75. The cost increase can be attributed to increased construction costs since the original estimate was developed in February of 2015. The difference will be funded by Capital Projects Reserve Account. This project will be funded as follows: Budget Line Item Number: 392-5001-572-6325 - $1,158,700.75 Budget Line Item Number: 001-850-572-6325 - $500,000 This bid price allows for the furnishing of all labor, materials, tools, equipment, machinery, superintendence, mobilization and services necessary for the construction of the 188th Street Park. The construction time frame for substantial completion is five months. If you have any questions or need any additional information, please feel free to contact me. AFT/EMS RESOLUTION NO. 2016- A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF AVENTURA, FLORIDA AWARDING AND LETTING A BID/CONTRACT FOR BID NO. 16-12-16-2, 188TH STREET PARK IMPROVEMENTS TO FHP TECTONICS CORP. AT THE BID PRICE OF $1,658,700.75; AUTHORIZING THE CITY MANAGER TO EXECUTE ASSOCIATED CONTRACTS; AUTHORIZING THE CITY MANAGER TO TAKE NECESSARY AND EXPEDIENT ACTION TO CARRY OUT THE AIMS OF THIS RESOLUTION; PROVIDING FOR THE APPROPRIATION AND ALLOCATION OF FUNDS FOR SAID BID AWARD; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City Manager has, pursuant to the various laws of the State of Florida and the Code of the City of Aventura, properly solicited and accordingly accepted bids for BID NO. 16-12-16-2, 188th Street Park Improvements; and WHEREAS, sealed bids have been submitted to and received by the City pursuant to the City's Invitation to Bid/Notice to Bidders, specifications, proposals, and requirements for the project/work as cited above; and WHEREAS, staff has determined that FHP Tectonics Corp. has submitted the lowest responsible and responsive bid for said project/work; and WHEREAS, the City Commission, upon the recommendation of the City Manager, is therefore desirous of awarding said bid/contract to said lowest responsible and responsive bidder; NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF AVENTURA, FLORIDA: Section 1: That the bid/contract for BID NO. 16-12-16-2, 188th Street Park Improvements, is hereby awarded to FHP Tectonics Corp. in the amount of $1,658,700.75. Section 2: That the City Manager is hereby authorized to execute, on behalf of Page I of 3 City of Aventura Resolution No. 2016 - the City, a contract by and between the parties embodying the terms, conditions, and specifications as set forth in the subject Invitation to Bid/Notice to Bidders, bid specifications, bid proposal and bid requirements, or if a City prepared contract was part of said bid proposal, said parties shall execute said prepared contract on behalf of the City. Section 3: That the City Manager is hereby authorized and requested to take all necessary and expedient action to carry out the aims of this Resolution in awarding this bid/contract. Section 4: That the funds to be allocated and appropriated pursuant hereto and for the purpose of carrying out the tenets of this Resolution shall be from Budget Line Item Numbers 392-5001-572-6325 and 001-850-572-6325. Section 5: That this Resolution shall be effective immediately upon its adoption. The foregoing resolution was offered by Commissioner who moved its adoption. The motion was seconded by Commissioner , and upon being put to a vote, the vote was as follows: Commissioner Enbar Cohen Commissioner Teri Holzberg Commissioner Denise Landman Commissioner Marc Narotsky Commissioner Howard Weinberg Vice Mayor Robert Shelley Mayor Enid Weisman Page 2 of 3 City of Aventura Resolution No. 2016 - PASSED AND ADOPTED this 21St day of January, 2016. ATTEST: ELLISA L. HORVATH, MMC CITY CLERK APPROVED AS TO LEGAL SUFFICIENCY: CITY ATTORNEY ENID WEISMAN, MAYOR Page 3 of 3 Concept Plan A�l0 .''7®_�� � 4 Section 00410 Schedule of Values - Bidders Company Name: FHP Tectonics Coro Time to Substantial Completion: 150 calendar days upon issuance of the Notice to Proceed. Mme to Final Completion: 30 calendar days. TOTAL CONTRACT TIME= 18O CALENDAR DAYS PayFQuanfity ItemP Description Unit Unit price Extended Price 100Construction Liability LS $25,000.00 $25,000.00 101 1 Mobilization LS $50,000.00 $50,000.00 102 1 Project Supervision LS $73,722.00 $73,722.00 103 1 Testing and Survey LS $30,000.00 $30,000.00 104 1 Materials & Equipment LS $10,000.00 $10,000.00 105 1 Temporary Utilities LS $5,000.00 $5,000.00 106 1 Temporary Laborer LS $15,000.00 $15,000.00 107 1 Construction Fence LS $10,000.00 $10,000.00 108 1 MOT Safety Requirements LS $2,000.00 $2,000.00 109 1 MOT LS $2,000.00 $2,000.00 110 1 Construction Signage LS $2,500.00 $2,500.00 111 1 On Site Construction Office LS $0.91 $0.91 112 1 Job Supplies LS $5,000.00 $5,000.00 113 1 Construction Cleaning LS $10,000.00 $10,000.00 114 1 'As -Built' Drawing Preparation LS $1,000.00 $1,000.00 115 8 Palm Protection EA $200.00 $1,600.00 116 1024 Install Silt Fence LF $3.00 7 $3,072.00 188M Street Park City of Aienera Bid No. 16-12-16-2 00410 - 1 of 11 Section 00410 Schedule of Values - Bidders Company Name: FHP Tectonics Coro Time to Substantial Completion: 150 calendar days upon issuance of the Notice to Proceed Time to Final Completion: 30 calendar days. TOTAL CONTRACT TIME = 180 CALENDAR DAYS Pay Item Quantity Description Unit Unit price Extended Price 117 10 Catch Basin Protection EA $400.00 $4,000.00 118 600 Construction Entrance (Install and Remove) SF $6.00 $3,600.00 119 1 Saw Cutting LS $2,000.00 $2,000.00 1120 50 Demo Drop Curb LF $10.00 $500.00 121 33 Demo F Curb / Gutter LF $10.00 $330.00 122 498 Demo Sidewalk SF $8.00 $3,984.00 123 2173 Remove Limerock Base BY $6.00 $13,038.00 124 2173 Remove or Amend Compacted Subgrade SY $6.00 $13,038.00 125 482 Haul/Dispose CY $50.00 $24,1 D0.00 126 1 Remove Existing Back Flow Preventer LS $1,000.00 .00 127 1 Park Dedication Pedestal (Including Installation of Omer Supplied Plaque) EA $3,000.00 E$3,,000'00() 000,00 128 1 Park Sign 6' x 3' EA $2,000.00 $2,000.00 129 1 SS Minnow with Label by Game Time EA $11,238.00 $11,238.00 130 1 Nature Discovery Play House by Game Time EA $8,827.00 $8,827.00 137 1 Pnmetime Swing with Stainless Steel Chairs by Game Time EA $4,401.00 $4,401.00 132 1 Primetime Swing Add -A -Baby with Stainless Steel Chains by Game Time EA $2,436.00 $2,436.00 133 1 Red Spinning Mushroom by Game Time EA $3,503.00 $3,503.00 198th Street Park COY of Aventue Bid No. 16-12-16-2 00410 - 2 of 11 Section 00410 Schedule of Values - Bidders Company Name: FHP Tectonics Corn Time to Substantial Completion: 150 calendar days upon issuance of the Notice to Proceed. Time to Final Completion: 30 calendar days. TOTAL CONTRACT TIME= 180 CALENDAR DAYS Pay Quantity H Description Unit Unit price Extended Price 134 1 Arch Swing by Game Time EA $6,186.00 $6,186.00 135 1 Cattail Spinner try Game Time EA $1,775.00 $1,775.00 136 1 Gator with label by Game Time EA $6,400.00 $6,400.00 137 1 Composite Playground Equipment 2 to 5; RDU Option 'B' by Game Time EA $17,945.00 $17,945,00 138 1 Composite Playground Equipment 5 to 12; ROU Option "B' by Game Time EA $88,858.00 $88,858.00 139 1 Chest Press Exercise Equipment, Mounted In -Ground, Advanced Series Model 132711 by Game Time FA $7,245,00 $7,245.00 140 1 Lat-Pull Down Exercise Equipment, Mounted In -Ground, Advanced Series Model 132721 by Game Time EA $8,223.00 $8,223.00 1411 Upright Cycle Exercise Equipment, Mounted Irl -Ground, Advanced Series Model 13250i by Game Time EA $417900 $4,179.00 142 1 Shoulder Rotator Exercise Equipment, Mounted In -Ground, Advanced Series Model 132991 by Game Time EA E7,421.00 $1,421.00 143 1 Sit -Up / Back Extension Exercise Equipment, Mounted In -Ground, Advanced Series Model 132491 by Game Time EA E3,508.00 $3,508.00 144 1 I'Plyometric Box Station Exercise Equipment, Mounted In -Ground, Advanced Series Model 132761 by Game Time EA $321.00 $321.00 145 1 1.5' Plyometric Box Station Exercise Equipment, Mounted In -Ground, EA $321'00 $321'00 Advanced Series Model 132771 by Game Time 146 1 2' Plyometric Box Station Exercise Equipment, Mounted In -Ground, EA $321.00 $321.00 Advanced Series Model 13278i by Game Time 147 1 Assisted Step Trainer Exercise Equipment, Mounted In -Ground, Advanced EA Series Model 149011 by Game Time $1,118.00 $1,118.00 148 1 Cardio Walker Exercise Equipment, Mounted In -Ground, Advanced Series EA $4,178.00 $4,178.00 Model 13245i by Game Time 149 1 Balance Board Station Exercise Equipment, Mounted In -Ground, Advanced EA $1,386.00 $1,386.00 Series Model 13280i by Game Time 150 1 Captain's Chair Exercise Equipment, Mounted In -Ground, Advanced Series EA 92.596.00 $2,596.00 Model 132511 by Game Time 188th Street Park Qfy of Al Mu BidNo 16-12.16-2 00610 - 3 of 11 Section 00410 Schedule of Values - Bidders Company Name: FHP Tectonics Corp Time to Substantial Completion. 150 calendar days upon issuance of the Notice to Proceed. Time to Final Completion: 30 calendar days. TOTAL CONTRACT TIME = 180 CALENDAR DAYS Pay I tem Quantity Description Unit unit price Extended Price 151 1 Push -Up Station -Low Exercise Equipment, Mounted In -Ground, Advanced Series Model 132951 by Game Time EA $878.00 $878.00 0 152 1 Push -Up Station -High Exercise Equipment, Mounted In -Ground, Advanced Sens Madel 132951 by Game Time E4 $878.00 $87800 153 1 Chin -Up Station -Low Exercise Equipment, Mounted In -Ground, Advanced Series Madel 132851 by Game Time EA $924.00 $924.00 154 1 Chin -Up Station -High Exercise Equipment, Mounted In -Ground. Advanced Series Madel 13285i by Game Time EA $924.00 $924.00 155 6006 Shan Structure / Canopy over Playground SF $14.00 $84,084.00 156 1 Shade Structure / Canopy over Playground - deleted by Addendum 1 LS Deleted by Addendum 1 157 3604 Shade Structure / Canopy over Exercise Area SF $moo $36,040.00 158 1 Shade Structure? Canopy over Exercise Area - deleted by Addendum 1 LS Deleted by Addendum 1 159 2 Covered Bench Canopies EA $10,000.00 $20,000.00 160 2 Covered Bench Canopies - deleted by Addendum 1 EA Deleted by Addendum 1 161 16 Scarborough 72" Aluminum Bench by Landscape Forms with custom color FA $2,000.00 $32,000.00 162 11 Kensington 35 gallon Litter Receptacle by Ultra Site; Model No. 41-Sd with Two Openings. City of Aventura Logo on both sides of 090 Surface Silk Screen with Epoxy Inks (Four Color Logo with Fade) EA $11000.00 $11,000.00 163 2 Bicycle Rack by Game Time; Model No, 7700 2 3/8' O.D. Galvanized; custom color EA $30000 $600.00 164 1 Site Electrical General Conditions LS $10,000.00 $10,000.00 165 2 Hand Holes, P/C Conc. 2 x 2 x 3 EA $686.00 $1,372.00 166 2520 Conduit / Cable / Ground for Site Electric LF $8.00 $20,160.00 167 2 WP Duplex Receptacle EA $696.00 $1,392.00 166th Street Park Ciry of AvenWra Bkf No. 16-12 16 2 60410 4 of 11 Section 00410 Schedule of Values - Bidders Company Name: FHP Tectonics Corp Time to Substantial Completion: 150 calendar days upon issuance of the Notice to Proceed. Time to Final Completion: 30 calendar days. TOTAL CONTRACT TIME= 180 CALENDAR DAYS Pay Item Guantlty Description Unit Unit price Extended Price 168 4 J Box EA $324.00 $1,296.00 169 1 Panel A 200x, 120/240v 3p/4w, MCB, N3r LS $1,542.00 $1,542.00 170 8 Post Light. Pole Mounted including WP Duplex Receptacle EA $4,616.00 $36,928.00 171 6 Post Mounted Fixture (at Exercise) EA $1,410.00 $8,460.00 172 1 Unistrut Frame LS $3,636.00 $3,636.00 173 1 Electric METER LS $1,896.00 $1,896.00 174 1 Six Pole 60a Contractor LS $1,110.00 $1,110.00 175 2 Light Clods EA $742.00 $1,484.00 176 1 Time Clock EA $646.00 $646.00 177 453 Fill / Compact / Grade at Area of Removed Road Base CY $75.00 $33,975.00 178 341 2.5'Berm / Grading CY $30.00 $10,230.00 179 149 1.5' Ben / Grading CY $30.00 $4,470.00 180 19970 Fine Grade ( Landscape Area) SF $0.20 $3,994.00 181 14517 Fine Grade at Oval Open Lawn SF $0.20 $2,903.40 182 2 Chilled Drinking Fountain w/ Bottle Filler including Drywall by Most Dependable Fountains Model No. 10135smss EA $3,750.00 $7,500.00 183 6250 1/2" Finish Layer Poured -in -Place SF $15.00 $93,750.00 184 6520 Playground 3' Impact layer Poured -in -Place SF $1.00 $6,520.00 1e91h $beer Park Coy of Avenlva W No. 16-12-16-2 00410 - 5 of 11 Section 00410 Schedule of Values - Bidders Company Name: FHP Tectonics, Corp. Time to Substantial Completion: 150 calendar days upon issuance of the Notice to Proceed. Time to Final Completion: 30 calendar days. TOTAL CONTRACT TIME = 180 CALENDAR DAYS Pay Item Quantity Desodption Unit Unit pdce Extended Price 185 6872 8" Compacted #57 Stone Base SF $1.55 $10,651.60 186 777 8' Compacted Subgrade SY $1.50 $1,165.50 187 295 4' Perforated PVC Pipe LF $12.00 $3,540.00 188 43 4' Non -Perforated PVC Pipe LF $12.00 $516.00 189 2900 1/2' Finish Layer Poured -in -Place SF $12.50 $36,250.00 190 2900 Playground 1 1/2" Impact layer Poured -in -Place SF $1.00 $2,900.00 191 3188 S' Compacted d57 Stone Base SF $1.55 $4,941.40 192 361 8' Compacted Subgrade BY $1.50 $541.50 193 190 4' Perforated PVC Pipe LF $12.00 $2,280.00 194 40 4' Non -Perforated PVC Pipe LF $12.00 $480.00 195 44 Bituminous Prime Coat GL $5.00 $220.00 196 22 Tack Coat GL $5.00 $110.00 197 41 1 1/2' Asphalt/ Ton TN $400.00 $16,400.00 198 483 6' Limerock Base 0 Asphalt BY $6.00 $2,898.00 199 483 8' Stabilized Subgrade 0 Asphalt SY$7.50 $724.50 200 3065 4' thick Concrete Sidewalk/Paving SF $6.00 $1839000 201 409 4' Limerock Base 0 Conc. Sidewalk BY $6.00 $2,454.00 leash $tree! `a City of Avenlura Bid No. 18.12-16-2 00410 .6 of 11 Section 00410 Schedule of Values - Bidders Company Name: FHP Tectonics Corp Time to Substantial Completion: 150 calendar days upon issuance of the Notice to Proceed. Time to Final Completion: 30 calendar days. TOTAL CONTRACT TIME= 180 CALENDAR DAYS Pay Item Quantity Description Unit Unit price Extended Pace 202 409 12" Stabilized Base ® Conc. Sidewalk SY $1.50 $613.50 203 337 6' thick Concrete Sidewalk/ Paving SF $7.00 $2,359.00 204 18 4' Limerock Base ® Conc. Sidewalk SY $6.00 $108.00 205 18 12" Stabilized Base ® Conc. Sidewalk SY $1.50 527.00 206 276 1/2" thick Pre -molded Expansion Joint w/Recessed (1/2') Epoxy Sealant on top LF $1.00 $278.00 207 3202 4" wide Smooth Trowel Finish w/Continuous Picture Frame Effect SF $1.00 $3202.00 208 528 12' x 12' Reinforced Ribbon Curb LF $20.00 $10,560.00 209 141 24' wide x 12' thick Cont Limemck Base 0 Conc. Curb SY $6.00 $846.00 210 141 24" wide x 12' thick Stabilized Subgmde Base ® Conc. Curb SY $1.50 $211.50 211 50 New F Curb / Gutter LF $20.00 $1,000.00 212 33 New Valley Gutter LF $20.00 $660.00 213 916 6 Ft High Aluminum Perimeter Security Fencing (Powder Coated) LF $55.00 $50,380.00 214 172 4 Ft High Aluminum Security Fencing at Playground (Powder Coated) LF $42.00 $7,224.00 215 1 Aluminum Gate 4 Ft High (Powder Coated) EA $550.00 $550.00 216 3 Aluminum Gate 6 Ft High (Powder Coated) EA $630.00 $1,890.00 217 1 Vehicular Sliding Gate 12 Ft Wide x 6 FT High (Including Track); Aluminum EA $3,900.00 $3.900.00 218 2 2' Potable Water Meter Service Tap. and Service Line - see addendum 1 for revised quantity EA $11,000.00 $22,000.00 loam meek Pan City d Awrnt ei0 No. 16-12-16.2 00410 - ] of 11 Section 00410 Schedule of Values - Bidders Comoanv Name: FHP Tectonics. Corp. rime to Substantial Completion: 150 calendar days upon issuance of the Notice to Proceed. Time to Final Completion: 30 calendar days. TOTAL CONTRACT TIME= 180 CALENDAR DAYS Pay Item Quantity Description Unit Unit price Extended Price 219 2 2' Backflow Preventer and Pipe Assembly per local Code - see addendum 1 for revised quantity EA $80000 $1,600,00 220 1 Copper Grounding Plate at Controller EA $500.00 $500.00 221 1 Rain Bird Espl21 xme Controller with Fsplxmsm4 4 -Station Module and LXMM Metal Cabinet, LIMTKIT Radio Kit, Grounding Package and Rain Bird RSD-Bix Rain Sensor, Provide Connection 8 Materials Necessary for Controller Installation and Operation $2,100.00 92,100.00 222 132 Rain Bird 1804 -PRS Sprinkler with Spx-Flex ® 3' long EA $8.50 $1,122.00 223 254 Rain Bird 1806 -PRS Sprinkler with Spx-Flex ® T long EA $10.00 $2,540.00 224 80 Rain Bird 1812 -PRS Sprinkler with Spx-Flex 0 3' long EA $13.00 $1,040.00 225 214 Rain Bird 1401 PC Rood Bubbler w/ 1/2' K -Flex ® 3' Long EA $10.00 $2,140.00 226 44 Rain Bird 5006 -Pc -PI with MPR Nozzle and 3/4' K -Flex 0 T Long EA $20.00 $880.00 227 9 Rain Bird 5006 -Fc -PI with MPR Nozzle and 3/4' K -Flex 0 3' Long EA $20.00 5180.00 228 3 1' Rain Bird 100-Peb Electric Control Valve with Valve Box EA $225.00 $675.00 229 10 1 1/2' Rain Bird 150-Peb Electric Control Valve with Valve Box EA $250.00 $2,500.00 230 1 2' Rain Bird 200-Peb Electric Control Valve with Valve Box EA $325.00 $325.00 231 15 2 1/2' PVC CL 200 Mainline, Solvent Weld LF $5.00 $75.00 232 640 2' PVC CL 200 Mainline, Solvent Weld LF $4.00 $2,560.00 233 20 2 1/2' PVC CL 200 Lateral Line, Solvent Weld LF $3.75 $75.00 234 155 2' PVC CL 200 Lateral Line, Solvent Weld LF $3.00 5465.00 235 255 1 1/2' PVC CL 200 Lateral Line, Solvent Weld LF $2.50 5637.50 188th S"M Park Qty of Averdura Bid No. 19-12-16-2 00410 - 8 of 11 Section 00410 Schedule of Values - Bidders Company Name: FHP Tectonics Corp Time to Substantial Completion: 150 calendar days upon issuance of the Notice to Proceed. Time to Final Completion: 30 calendar days. TOTAL CONTRACT TIME = 180 CALENDAR DAYS Pay Item Ouanti H Description Unit Unit price Extended Price 236 825 1 1/4" PVC CL 200 Lateral Line, Solvent Weld LF $2.50 $2,062.50 237 1025 V PVC CL 200 Lateral Line, Solvent Weld LF $2.25 $2,306.25 238 4500 3/4" PVC CL 200 Lateral Line, Solvent Weld LF $2.25 $10,125.00 239 15 6' Schedule 40 PVC Sleeve LF $10.00 $150.00 240 105 4- Schedule 40 PVC Sleeve LF $8.00 $840.00 241 30 2' Schedule 40 PVC Sleeve LF $4.00 $120.00 242 4515 14-1 Gauge Control Wire with Waterproof Connectors LF $0.40 $1,806.00 243 785 14-1 Gauge Common Wire with Waterproof Connectors LF $0.40 $314.00 244 14 Satin Leaf; 12'x 4'; 3" caliper EA $386.00 $5,404.00 245 16 White Plumena; 10'x 10; 3' caliper Fel $536.00 $8,576.00 246 18 Mahogany; 25'x 12'; 8' caliper EA $2,556.00 $46,008.00 247 48 Staking; 4" x 4" Pressure Treated Lumber EA $10.00 $480.00 248 15 Montgomery Palm; 16' Overall Height EA $341.00 $5,115.00 249 13 Montgomery Palm; 20' Overall Height EA $361.00 $4,693.00 250 6 Montgomery Palm; 24' Ovemll Height EA $426.00 $2,556.00 251 15 Triple Coconut Palm; 30' Ovemll Height; Matched EA $2,841.00 $42,615.00 252 49 Staking 2"x 4' Pressure Treated Lumber EA $8.00 $392.00 188th street Park Cilyo1Avenexa Bio No. 1&12-16-2 00410 aof11 Section 00410 Schedule of Values - Bidders Company Name: FHP Tectonics, Corp. Time to Substantial Completion: 150 calendar days upon issuance of the Notice to Proceed. Time to Final Completion: 30 calendar days. TOTAL CONTRACT TIME- 180 CALENDAR DAYS Pay Item Ouanti Descri p tion Unit Unit price Extended Price 253 243 Yellow Necklace Pod; 18' x 24'; Full to Ground EA $11.00 $2,673.00 254 93 Small leaf Pitch Apple; 6'x T; Full to Ground EA $146.00 $13,578.00 255 332 Staking; 8' x 3' Diameter Pressure Treated Lodge Poles (2 per 6' Pitch Apple) EA $4.00 $1,328.00 256 1173 Asiatic Jasmine; 12' x 18'; Full EA $10.00 $11,730.00 257 702 Kangaroo Paw Fem; 18' x 18'; Full EA $6.00 $4,212.00 258 14300 Bermuda (Cynodon dactylon'Tifway 419') SOLID SOD SF $1.25 $17,875.00 259 22520 St. Augustine (Stenotaphrum secundatum'Palmetto') SOLID SOD SF $0.85 $19,142.00 260 8 Royal Palm; 35' Overall Height EA $2,275.00 $18,200.00 261 8 Staking 4' x 4' Pressure Treated Lumber EA $10.00 $80.00 262 2219 Mulch at Landscape Areas; 3' Deep SY $2.00 $4,438.00 263 26 Landscape Maintenance WKS $440.00 $11,440.00 264 470 18' HDPE Pipe LF $85.00 $39,950.00 265 335 15' HDPE Pipe LF $75.00 $25,125.00 266 1 Dewatering Allowance LS $4,000,00 $4,000.00 267 1 24' Dia. Drainage Well (Allowance) ALW $29,000.00 $29,000.00 268 1 Drainage Well Structure 13' x 8.5'x 8' EA $15,500.00 $15,500.00 269 0 Storm M.H. / C.B. / Inlet EA $1.00 50.00 1e61h Street Park Cf1y Of Avenlura ek1 No. 16-12-16-2 00610 . Ind 11 Section 00410 Schedule of Values - Bidders Company Name: FHP Tectonics, Corp. Time to Substantial Completion: 150 calendar days upon issuance of the Notice to Proceed. Time to Final Completion: 30 calendar days. TOTAL CONTRACT TIME= 180 CALENDAR DAYS Pay Item Quantity Description Unit Unit price Extended Price 270 1 Dewater Allowance LS $3,000.00 $3,000.00 271 5 Catch Basin (1.5) EA $4,250.00 $21,250.00 272 3 Yard Drain (AC) EA $2,000.00 $6,000.00 273 280 1"Water Meter LF $20.00 $5,600.00 274 1 Manifold EA $500.00 $500.00 275 1 1' RPZ Backflow Preventer EA $750.00 $750.00 276 1 1' Irrigation Pressure Vacuum Breaker EA $500.00 $500.00 277 1 North Miami Beach Impact Fees AL $15,133.94 $15,133.94 278 1 Excavation of Unsuitable Soils and Replacement with Select Fill - LS $2,000.00 addendum 7 SUB -TOTAL $2,000.00 $1,579,715.00 5% CONTINGENCY $78,985.75 TOTAL $1,658,700.75 18891 Sheet Park City of Avwture SW No, 1612-18-2 00410 - 11 O1 11 *BIDS SHALL BE AWARDED BY THE CITY TO THE LOWEST RESPONSIVE AND RESPONSIBLE BIDDER. INANALYZING BIDS, THE CITYMAYALSO TAKE INTO CONSIDERA TIONALTERNA TE AND UNIT PRICES. REFER TO ARTICLE 2.1, SECTION 710-3. Item Notes NOT USED The Contractor is responsible to properly coordinate all elements of the Work within each phase of construction and to ensure that the work is completed in accordance with the contract documents. The Contractor shall properly secure each work zone to restrict public access as necessary, including, but not limited to utilizing barricades, temporary fencing, signage, etc. Any changes to the proposed construction phasing plan shall be submitted and approved by the City of Aventura and Consultant prior to starting the Work. The Contractor shall submit an MOT Plan for approval by the City of Aventura and Consultant prior to starting the Work. The Contractor shall ensure proper and adequate access to all properties/driveways is maintained throughout the entire duration of construction. Work within the right-of-way may be restricted whenre it conflicts with the Charter School (across 188" Street) activities. Unless specifically allowed by the Work Order, the Contractor shall not store overnight any equipment or stockpile any materials within the right-of-way. At the end of each work day, the Contractor shall remove all stockpiled materials and equipment to an off-site location authorized for materials stockpiling and equipment storage. Also includes cost of remobilizing materials and equipment at the Work site at the beginning of each work day. General notes: 1. The Contractor shall secure a City of Aventura Public Works permit prior to starting construction. 2. All work shall comply with city of Aventura standards and the latest edition of the Florida Department of Transportation standard specifications for road and bridge construction and design standards. 3. All work shall be performed in accordance with established methods and practices as approved by the City of Aventura, City of North Miami Beach Water and Wastewater Public Utilities Division, Miami - Dade County, DERM and/or Florida Department of Transportation standards. All work shall be subject to the approval of the city's consulting engineer or staff before final payment is made. 4. BIDDER understands and agrees that the Contract Price is lump sum to furnish and install all of the Work complete in place. The Schedule of Values is provided for the purpose of Bid Evaluation and 188th Street Park City of Aventura Bid No. 16-12-16-2 00410-20 Bermello Ajamil & Partners, Inc. u-u•-M�mii� Date: December 26, 2015 Architecture Engineering Planning Interior Design Landscape Architecture To: Antonio F. Tomei, Capital Projects Manager Office of the City Manager From: Randy Hollingworth Project Manager Director Landscape Architecture, Planning & Urba Design Reference: 188th Street Park, City of Aventura Bid Number 16-12-16-2 At the request of the City, B&A reviewed the bids submitted by the following Bidders for the construction of the 188th Street Park in the City of Aventura. Bidders: 1. FHP Tectonics Corp. 2. J.R.T. Construction Company 3. West Construction, Inc. 4. Bejar Construction, Inc. 5. Lynx Construction Management, LLC 6. E.L.C.I. Construction Group, Inc. 7. AARYA Construction & Design, Inc. Attached is the detailed spreadsheet for all seven bidders, illustrating unit and extended prices for all items listed in the Bid Package. Our detailed review of the seven bids indicated that numerous item extension numbers were incorrect and/or quantities were incorrect per the issued Addendum. Revisions were made to the appropriate bids based on the errors noted below. Note: Any number changed from the original bid number on the BA excel sheets is highlighted in yellow, missing items highlighted in red. 2601 South Bayshore Drive • I Oth Floor • Miami • Florida • 33133 • Main 305 859 2050 www.bermelloajamil.com 1881h Street Park Bid Evaluations, December 26, 2015 Page 2 1: FHP Tectonics Corp. No errors were noted therefore no corrections made to this bid Final Bid: $1,658,700.75 2: J.R.T. Construction Company Corrections: Item 120 incorrect extended price should be $10,000.00 not $200.00 Item 121 incorrect extended price should be $3,300.00 not $100.00 Item 157 should be $65,664.88 not $65,649.09 Item 166 should be $19,252.80 not $19,242.00 Final REVISED Bid: $1,688,247.35 3: West Construction, Inc. Corrections: Item 218 quantity should be 2, add $2,750.00 Item 219 quantity should be 2, add $3,850.00 Item 278 is missing from the bid Page 1 subtotal should be $119,530.00 not $129,530.00, reduce bidders # by $10,000.00 Final REVISED Bid: $1,712,025.47 4: Bejar Construction, Inc. Corrections: Item 218 quantity should be 2, add $3,850.00 Item 269 quantity should be 0, reduce $5,500.00 Final REVISED Bid: $1,782,486.70 5: Lynx Construction Management, LLC Corrections: Incorrect calculations on Items 122, 123, 124, 166, 183, 185, 189, 191, 242, 258 and 259. Result adds $142.39 to bid. Item 197 quantity should be 41, extended price $960.22 not $12,995.33 Item 213 quantity should be 916, extended price $56,178.28 not $56,786.95 Final REVISED Bid: $1,906,871.80 2601 South Bayshore Drive • I Oth Floor • Miami • Florida • 33133 • Main 305 859 2050 www.bermalloajamil.com 188th Street Park Bid Evaluations, December 26, 2015 Page 3 6: E.L.C.I. Construction Group, Inc. Corrections: Incorrect calculations on Items 116, 118,123, 124, 155, 157, 166, 177, 178, 180, 183, 184, 185, 189, 190, 191, 244, 258, and 259. Result adds $1,169.49 to bid. Item 218 quantity should be 2, extended price $6011.24 not $3005.62 Item 219 quantity should be 2, extended price $2,433.34 not $1,216.67 Item 269, quantity should be 0, subtract $1,000.00 Final REVISED Base Bid: $1,937,772.83 7: AARYA Construction & Design, Inc. Corrections: Item 115 extended price should be $26,400.00 not $3,300.00 Item 126 quantity should be 1, reduce $698.00 Incorrect calculations on Items 155, 183, 184, 208 and 240. Result adds $665.86 to bid. Item 219 quantity should be 2, extended price $2497.00 not $1,248.50 Item 269, quantity should be 0, subtract $1,650.00 Final REVISED Bid: $2,257,468.92 Following the revision of each bid as noted above, and based only on the bid values, it is our opinion that FHP Tectonics Corp. is the lowest bidder and recommend awarding the contract to them for the amount of $1,658,700.75. If you have any questions please call. Enclosure: Bid Tabulation 2601 South Bayshore Drive • I Oth Floor • Miami • Florida • 33133 • Main 305 859 2050 www.bermelloajamil.com 188th STREET PARK '' BID EVALUATIONS ba CITY OF AVENTURA GENERAL CONDITIONS ITEM DESCRIPTOIN UNIT OTY. FHP Tectonics Corp. JRT Construction West Construction Bejar Construction Lynx Construction Management LLC E.L.C.I. Construction Group, Inc. AARYA Construction & Design, Inc. UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL ]CO CONSTRUCTION LIABILITY LS 1 $25000.00 $25000.00 $52812.00 $52812.00 $10,400.00 $104 .00 $36,587.CO $36,587.CO $5,094.CO $5,094.00 $5,169.66 $5,169.66 $16,500.CO $16,500.00 101 MOBILIZATION LF 1 $50,000.00 $50 0.00 $50,237.34 $50,237.34 $29,700.00 $29,7CO.00 $5,500.CO $5,500.CO $11,150.CO $11,150.CO $24,1 CO.70 $24,100.70 $8,250.CO $8,250.00 102 PROJ ECT SU PEPAIS ION EA 1 $73,722.COI $73,722.00 $82611.66 $82611.66 $43,900.CO $43,900.00 $19,800.00 $19,800.CO $144,950.00 $144,950.00 $78,820.51 $78,820.51 $77,000001 $77000.00 103 TESTI NG AN D SU RVEY SF 1 $30,000.00 $30,000.00 $26,675.00 $26,675.00 $13,750.00 $13,750.00 $16,500.CO $16,500.CO $1,338.CO $1,338.00 $21,039.32 $21,039.32 $6,490.CO $6,490.00 104 MATE RIALS AN D EQU IPM ENT LS 1 $10,000.00 $10000.00 $0.00 $0.00 $5,500.CO $5,5CO.00 $5,500.00 $5,500.CO $947.75 $947.75 $8,656.18 $8,656.18 $22000.CO $22000.00 105 TEMPORARY UTILITIES LF 1 $5,000.00 $5,CO0.00 $9,330.00 $9,330.00 $3,850.00 $3,850.00 $5,500.COI $5,500.CO $1,495.95 $1,495.95 $1,082.02 $1,082.02 $13,200.co $13,200.00 106 TEMPORARY LABORER LF 1 $15000.00 $15,000.00 $2600.00 $26CO.00 $2750.00 $2750.00 $3,300.CO $3,300001 $3,186.45 $3,186.45 $34000.75 $34,00.75 $6,600.1 $6,600.00 107 CONSTRUCTION FENCE LF 1 $10,000.00 $10000.00 $6,782.00 $6,782.00 $3,080.00 $3,080.00 $3,300.CO $3,300.CO $3,469.88 $3,469.88 $8,415.73 $8,415.73 $3,850.co $3,850.00 108 MOT SAFETY REQUIREMENTS LF 1 $2000.00 $2 0.00 $1,5CO.00 $1,5CO.00 $1,1C0.00 $1,1 CO.00 $1,650.CO $1,650.00 $1,338.CO $1,338.00 $1,803.37 $1,803.37 $5,500.CO $5,500.00 109 MOT LF 1 $2000.00 $2 0.00 $2000.00 $2000.00 $5,500.00 $5,5CO.00 $1, 1 Paco $1,100m $892.00 $892CO $501.69 $501.69 $5,500.CO $5,500.00 110 CONSTRUCTION SIGNAGE LF 1 $2500.00 $25CO.00 $720.00 $720.00 $660.00 $660.00 $1,650.CO $1,650.CO $446.00 $446.CO $601.12 $601.12 $3,300.CO $3,300.00 111 ONSITE CONSTRUCTION OFFICE LF 1 $0.91 $0.91 $1,900.00 $1,9C0.00 $1,980m $1,980.00 $5,500.00 $5,500.CO $4,571.50 $4,571.50 $1,442.70 $1,442.70 $3,300.CO $3,300.00 112 JOB SUPPLIES LF 1 $5,000.00 $5,000.00 $1,900m $1,9C0.00 $550001$550.00 $1,650.00 $1,650:CO $1,984.03 $1,984.03 $601.12 $601.12 $1,100.CO $1,100.00 113 CONSTRUCTION CLEANING LF 1 $10,000.00 $10000.00 $6,000.00 $6,000:00 $1,650.CO $1,650.00 $2200. $2200.CO $1,226.50 $1,226.50 $2404.49 $2404.49 $5,500.CO $5,500.00 114 AABUILTDRAWING PREPARATION LF 1 $1,000m $1000.00 $1,50OCO $1,500.00 $2750.CO $2750.00 $2200.00 $2200.00 $557.50 $557.50 $3,005.62 $3,CO5.62 $5,500.CO$5,500.00 115 PALM PROTECTION LF 8 $200.CO $1,6CO.00 $20F.001 $1,600.00 GGOCO $1,760.00 $176.00 $1,408.CO $0.00 $0.00 $120.22 $961.76 $3,300.CO$ Y SUBTOTAL $242,822.91 $248,168.00 $128,880.00 $113,345.00 $182,647.56 $193,006.74 $209,990.00 ITEM'.; DESCRIPTOIN UNIT OTY. FHP Tectonics Corp. JRT Construction West Construction Bejar Construction Lynx E.L.C.I. Construction Group AARYA Construction & Design, Inc. UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 116 INSTALL SILT FENCE LF 1,024 $3.00 $3,072.00 $2.51 $2570.24 $2.25 $2252.80 $4.35 $4,454.40 $4.46 $4,567.04 $2.64 $2703.36 $3.30 $3,379.20 117 CATCH BASIN PROTECTION EA 10 $400.00 $4,000.00 $240.CO $2400.00 $11 000 $1,100.00 $110.00 $1, 100.00 $3,947.10 $39,471.00 $36.07 $360.70 $220.00 $2200.00 118 CONSTRUCTION ENTRANCE(INSTALL& REMOVE) SF 600 $6.00 $3,600.00 $2.00 $IAC0.00 $4.40 $2640.00 $9.16 $5,496.1 $2.73 $1,638.CO $1.80 $1,080.CO $2.75 $1,655.00 119 SAW CUTTING LS 1 $2000.00 $2000.00 $250.00 $255.00 $550.00 $555.00 $550.00 $55OCO $278.75 $278.75 $601.12 $601.12 $1,100.00 $1,100.00 125 DEMO DROP CURB LF 50 $10.00 $5CO.00 $20OCO $10,000.00 $4.40 $220.00 $24.20 $1,210.00 $5.03 $251.55 $6.01 $300.55 $6.99 $349.50 121 DEMO FCURB/GUTTER LF 33 $1 om $330.00 $100. $3,300.00 $4.40 $145.20 $36.66 $1,259.78 $2.51 $82.83 $6.01 $198.33 $6.99 $230.67 122 DEM O SID EWALK SF 498 $8.00 $3,984.00 $1.60 $796.80 $2.25 $1,095.60 $1.76 $876.48 $1.39 $692.22 $1.32 $657.36 $2.56 $1,274.88 123 REMOVE LIMEROCK BASE SY 2,173 $6.00 $13,038.00 $0.CO $0.00 $4.95 $10,756.35 $2.42 $5,258.66 $2.97 $6,453.81 $2.52 $5,475.96 $33.55 $72904.15 124 REMOVE OR AM END COMPACTED SU BGRADE SY 2,173 $6.00 $13,038.00 $0.CO $0.00 $3.60 $7,822.80 $1.77 $3,846.21 $3.18 $6,910.14 $2.52 $5,475.96 $28.05 $60,95265 125 HAUL/ DISPOSE CY 482 $50.CO $24,1 CO.00 $0.00 $5.00 $22CO $10,604.00 $7.29 $3,513.78 $2.23 $1,074.86 $7.21 $3,475.22 $121.00 $58,322.00 126 REMOVE EXISTING. BACK FLOW PREVENTED TLS 1 $1,000.00 $1,000.00 $1,000m $1,000.00 $55000 $550.00 $550.00 $550.00 $724.75 $724.75 $425.79 $420.79 $698.50 $698.50 SUBTOTAL $68,662.00 $21,517.04 $37,736.75 $28,065.31 $62,144.90 $20,749.30 $203,061.55 SPECIALTIES & SIGNAGE ITEM DESCRIPTOIN UNIT OTY. FHP Tectonics Corp. JRT Construction West Construction Bejar Construction Lynx E.L.C.I. Construction Group AARYA Construction & Design, Inc. UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 127 PARK DEDICATION PEDESTAL (INCLUDING INSTALLATION OF OWNER SUPPLIED PLAQUE) EA 1 $3000.00 $3,CO0.00 $5,589.00 $5,589.00 $6,600.00 $6,6CO.00 $1,650.CO $1,650.CO $1,672.50 $1,672.55 $1,803.37 $1,803.37 $1,100.CO $1,100.00 128 PARK SIGN 6'X3 EA 1 $2000.00 $2000.00 $1,650.60 $1,655.60 $1,320.CO $1,320.00 $1,100.00 $1, 100.E $3,818.88 $3,818.88 $1,202.25 $1,252.25 $1,650.CO $1,650.00 SUBTOTAL $5,000.00 $7,239.60 $7,920.00 $2,750.00 $5,491.38 $3,005.62 $2,750.00 EQUIPMENT AARYA Construction & FHP Tectonics Corp. JRT Construction West Construction Bejar Construction Lynx E.L.C.I. Construction Group Design, Inc. ITEM DESCRIPTOIN UNIT QTY. UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 11 129 SS MINNOW WITH LABEL BY GAMETIME EA 1 $11,238.00 $11,238.00 $13,093.79 $13,093.79 $10,835.00 $10,835.00 $9,836.00 $9,836.CO $11,629.45 $11,629.45 $16,250.62 $16,250.62 $12,10OCO $121 POOP 1330 NATURE DISCOVERY PLAY HOUSE BY GAMETIME EA 1 $8,827.00 $8,827.00 $12,796.43 $12,796.43 $10,573.00 $10,573.00 $9,614.000 $9,614.CO $9,842.11 $9,842.11 $15,989.48 $15,989.48 $11,825.CO $11,825.00 131 PRIMETIMESWINGWITH STAINLESSSTEEL CHAINS EA 1 $4,401.00 $4,401.00 $3,927.87 $3,927.87 $3,278.00 $3,278.00 $2,954.000 $2.954.CO $3,569.12 $3,569.12 $8,199.01 $8,199.01 $2,706.CO $2,706.00 BY GAMETIME 132 PRIM ETIM E SWING ADD -A BABY WITH STAINLESS EA 1 $2.436.CO0 $2,436.00 $0.00 $0.00 $0.00 $5,006.000 $5006.CO $2,716.14 $2,716.14 $6,035.28 $6,035.28 $947.10 $947.10 STEEL CHAINS BY GAMETIME 133 RED SPINNING MUSHROOM BY GAMETIME EA 1 $3,503.CO0 $3,503.00 $5,378.77 $5,378.77 $4,444.00 $4,444.00 $4,048.000 $4,048.CO $3,504.73 $3,504.73 $9,473.84 $9,473.84 $5,006.10 $5,006.10 134 ARCH SWING BY GAMETIME EA 1 $6,186.CO0 $6,186.00 $7,792.48 $7,792.48 $6,438.CO $6,438.00 $5,858.000 $5,858.CO $6, 4.28 $6,004.28 $11,593.83 $11,593.83 $7,170.50 $7,170.90 135 CATTAILSPINNER BY GAMETIME EA 1 $1,775.CO0 $1,775.00 $2,454.66 $2,454.66 $2,02CCO $2,027.00 $1,848.000 $1,848.CO $1,532.01 $1,532.01 $6,904.89 $6,504.89 $2,300.10 $2,300.10 136 GATOR WITH LABEL BY GAMETIME EA 1 $6,400.CO0 $6,4CO.00 $8,896.60 $8,896.60 $7,352.00 $7,352.00 $6,683.000 $6,688.CO $6,773.63 $6,773.63 $12,563.78 $12,563.78 $8,118.co $8,118.00 137 COMPOSITE PLAYGROUND EQUIPMENT 2TO 5; EA 1 $17,945.CO0 $17,945.00 $129,884.55 $129,884.55 $131,250.00 $131,250.00 $97,563.000 $97,563.CO $19,116.68 $19,116.68 $61,797.04 $61,797.04 $49,500.CO $49,500.00 RDU OPTION'BBY GAMETIME 183 COM POSITE P LAYGRON N D EQU I PM ENT S TO EA 1 $88,858.CO0 $88,858.00 $0.00 $0.00 $0.00 $69,214.000 $69,214.CO $96,846.67 $96,846.67 $61,797.04 $61,797.04 $80,388.00 $80,388.00 12 RDU OPTION'B' BY GAM ETIME CHEST PRESS EXERCISE EQUIPMENT, MOUNTED 139 IN -GROUND, ADVANCED SERIES M OD EL 132711 EA 1 $7,245.CO0 $7,245.00 $5,783.60 $5,783.60 $5,113.00 $5,113.00 $4,648.000 $4,648.CO $7,632.18 $7,632.18 $5,978.45 $5,978.45 $5,418.60 $5,418.60 BY GAM ETIM E LAT -PULL DOWN EXERCISE EQUIPMENT, 140 MOUNTED IN -GROUND, ADVANCEDSERIES EA 1 $8,223.CO0 $8,223.00 $5,802.69 $5,802.69 $5,130.00 $5,130.00 $4,664.000 $4,664.CO $8,721.53 $8,721.53 $5,996.39 $5,996.39 $5,548.40 $5,548.40 MODEL 132721 BY GAMETIME UPRIGHT CYCLE EXERCISE EQUIPMENT, 141 MOUNTED IN -GROUND, ADVANCEDSERIES EA 1 $GI79.CO0 $4,179.00 $4,284.57 $4,284.57 $3,788.00 $3,783.00 $3,444.000 $3,444.CO $4,213.59 $4,213.59 $4,569.14 $4,569.14 $3,999.60 $3,999.60 MODEL 132501 BY GAMETIME SHOULDER ROTATOR EXERCISE EQUIPMENT, 142 MOUNTED IN -GROUND, ADVANCED SERIES EA 1 $1,421.000 $1,421.00 $4,094.97 $4,094.97 $3,620.00 $3,620.00 $33CO.0C(D $3,300.CO $1,584.42 $1,584.42 $4,390.88 $4,390.83 $3,870.50 $3,870.90 MODEL 132991 BY GAMETIME SIT-UP/ BACK EXTENSION EXERCISE EQUIPMENT, 143 MOUNTED IN -GROUND, ADVANCED SERIES EA 1 $3,508. 0 $3,508.00 $4,433.46 $4,433.46 $3,920.00 $3,920.00 $3,564.0 $3,564:CO $3,465.42 $3,465.42 $4,708.96 $4,708.96 $4,129.40 $4,129.40 MODEL 132491 BY GAM ETIME 1' PLYOMETRIC BOX STATION EXERCISE 144 EQUIPMENT, MOUNTED IN -GROUND, EA 1 $321.000 $321.00 $814.41 $814.41 $720.00 $720.00 $660XCQ $660:CO $663.43 $663.43 $1,3,06.68 $1,306.68 $774.40 $774.40 ADVANCED SERIES M ODE 132761 BY 1.5' PLYOMETRIC BOX STATION EXERCISE 145 EQUIPMENT, MOUNTED IN -GROUND, EA 1 $321.000 $321.00 $608.26 $683.26 $537.00 $537.00 $495.0 $495CO $495.06 $495.06 $1,112.89 $1,112.89 $574.20 $574.20 ADVANCED SERIESMODEL 132771 BY 2' PLYOMETRIC BOX STATION EXERCISE 146 EQUIPMENT, MOUNTED IN -GROUND, EA 1 $321. 0 $321.00 $638.80 $638.80 $563.00 $563.00 $517.000 $51 CCO $520.71 $520.71 $1,141.58 $1,141.58 $606.10 $606.10 ADVANCED SERIES M ODE 132781 BY ASSISTED STEP TRAINER EXERCISE EQUIPMENT, 147 MON NTED IN-GRON N D, ADVANCED SERIES EA 1 $1,118.CO0 $1,118.00 $3,321.27 $3,321.27 $2,935.00 $2,935.00 $2,670.000 $2,670.CO $1,246.57 $1,246.57 $3,663.50 $3,663.50 $3,096.50 $3,096.50 MODEL 1450711 BY GAM ETIME CARDIO WALKER EXERCISE EQUIPMENT, 148 MOUNTED IN -GROUND, ADVANCED SERIES EA 1 $GI78.CO0 $4,178.00 $4,854.66 $4,854.66 $4,291.00 $4,291.00 $3,901.000 $3,901. $4,212.47 $4,212.47 $5,105.11 $5,105.11 $4,516.60 $4,516.60 MODEL 132451 BY GAMETIME BALANCE BOARD STATION EXERCISE 149 EQUIPMENT, MOUNTED IN -GROUND, EA 1 $1,386.CO0 $1,386.00 $881..86 $881.86 $778.00 $778.00 $715000 $715.CO $719.18 $719.18 $1,370.09 $1,370.09 $832.70 $832.70 ADVANCED SERIES MODEL 132801 BY CAPTAINS CHAIR EXERCISE EQUIPMENT, 150 MOUNTED IN-GROUND,ADVANCED SERIES EA 1 $2596.000 $2596.00 $3,108.76 $3,108.76 $2499.00 $2499.00 $2502000 $250200 $2437.39 $2437.39 $3,463.71 $3,463.71 $2970.CO $2970.00 MODEL 132511 by GAMETIME PUSH -U P STATION -LOW EXERCISE EQUIPMENT, 151 MOUNTED IN-GROUND,ADVANCED SERIES EA 1 $878.CO0 $878.00 $1,076.55 $1,076.55 $952.00 $952.00 $869XC0 $869.CO $877.51 $877.51 $1,046.57 $1,046.57 $509.30 $509.30 MODEL 132951 BY GAMETIME PUSH-UP STATION -HIGH EXERCISE EQUIPMENT, 152 MOUNTED IN -GROUND, ADVANCED SERIES EA 1 $878.CO0 $878.00 $0.00 $0.00 $952.00 $952.00 $5,006.000 $5,006.CO $877.51 $877.51 $1,046.57 $1,046.57 $509.30 $509.30 MODEL 132951 BY GAMETIME CHIN-UPSTATION-LOW EXERCISE EQUIPMENT, 153 MOUNTED IN -GROUND, ADVANCED SERIES EA 1 $920000 $924.00 $1,387.05 $1,387.05 $1,227.00 $1,227.00 $1,122.000 $1,122CO $1,130.61 $1,130.61 $1,191.93 $1,191.93 $645.70 $645.70 MODEL 132851 BY GAMETIME CHIN-UP STATION -HIGH EXERCISE EQUIPMENT, 154 MOUNTED IN -GROUND, ADVANCED SERIES EA 1 $924.0 $924.00 $0.00 $0.00 $1,227.00 $1,227.00 $5,006.000 $5,006.CO $1,130.61 $1,130.61 $1,149.35 $1,149.35 $645.70 $645.70 MODEL 132851 BY GAMETIME 155 SHADE STRUCTURE/CANOPY OVER SE 6,006 $14.CO0 $84,084.00 $17.33 $104,083.98 $18.15 $109,008.90 $0.000 $114,51 OCO $15.61 $93,753.66 $20.83 $125,104.98 $19.06 $114,474.36 PLAYGROUND 44.6 RlDl ;l lEET WR`�fEA� k41;; B M E& l �. 00 �' 00 157 SHAD E STRUCTU RE/CANOPY OVER EXERCISE SE 3,604 $10.000 $36,040.00 $18.22 $65,664.88 $18.15 $65,412.60 $0X00 $72,215.CO $15.61 $56,258.44 $21.90 $78,927.60 $18.51 $66,710.04 AREA 4-19 c��PE11Q=^JS 2A€o w..-�,.8° € k5 } 00 �' 00 AREA 159 COVERED BENCH CANOPIES EA 2 $10,000.000 $20000.00 $10,270.92 $20,541.84 $19,360.CO $33,720.00 $11,298.000 $22596.CO $9,151.92 $18,303.84 $12348.28 $24,696.56 $11,297.CO $22594.00 46Q €A 2 $0.00 $L7.00 SUBTOTAL $330,114.00 $415,606.76 $127,590.50 $465,033.00 $370,178.95 $486,575.75 $122,487.00 FURNISHINGS AARYA Construction & FHP Tectonics Corp. JRT Construction West Construction Bejar Construction Lynx E.L.C.I. Construction Group Design, Inc. ITEM DESCRIPTOIN UNIT OTY. UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 161 SCARBOROUGH 72" ALUMINIMUM BENCH BY EA 16 $2000.00 $32000.00 $1,934.57 $30,953.12 $2000.00 $32000.00 $1,815.00 $29,040.00 $1,563.23 $25,011.63 $1,232.30 $19,716.80 $1,804.00 $28,864.00 LANDSCAPE FORMS WITH CUSTOM COLOR KENSINGTON 35 GALLON LITTER RECEPTACLE BY ULTRASITE; MODEL No. 41 -SD WITH TWO 162 OPENINGS. CITY OF AVENTURA LOGO ON BOTH EA 11 $1,000.00 $11,C00.00 $1,297.55 $14,273.05 $1,650.00 $18,150.00 $990.60 $10,890.00 $1,170.75 $12878.25 $1,262.36 $13,885.96 $1,023.00 $11,253.00 SIDES OF 050 SURFACE SILK SCREEN WITH EPDXY INKS (FOUR COLOR LOGO WITH FADE) 163 BICYCLEGAM ETIME; MODEL No. 7700 EA 2 $300.00 $600.00 $606.00 $1,212.00 $495.00 $9507.00 $1,320.00 $264000 $293.25 $586.50 $316.19 $632.33 $356.40 $712.80 23/8A.D.GALVANIZED; CUSTOM COLOR " GALV SUBTOTAL $43,600.001 $46,438.17 1 $51,140.00 $42,570.00 $38,476.43 $34,235.141 $40,829.80 1 ELECTRICAL ITEMS AARYA Construction & FHP Tectonics Corp. JRT Construction West Construction Bejar Construction Lynx E.L.C.I. Construction Group ITEM DESCRIPTOIN UNIT OTY. Design, Inc. UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 164 SITE ELECTRICAL GENERAL CONDITIONS LS 1 $10,000.00 $10,000.00 $1,240.00 $1,240.00 $99,09500 $99,095.00 $1,364.00 $1,364.00 $0.00 $0.00 $36,734.66 $36,734.66 $20,713.00 $20,713.00 165 HAND HOLES, P/C CONC OGX3 EA 2 $686.00 $1,372.00 $686.00 $1,372.00 $0.00 $0.00 $755.00 $1,510.00 $1,951.25 $3,502.50 $6601.12 $1,202.24 $2143.50 $4,287.80 166 CON DUIT/CABLE/GROU ND FOR SITE LF 2,520 $8.00 $20,160.00 $7.64 $19,252.80 $0.00 $0.00 $8.42 $21,218.40 $12.96 $32659.20 $6.01 $15,145.20 $5.50 $13,8610.00 ELECTRICAL 167 WP DUELED RECEPTACLE EA 2 $696.00 $1,392.00 $696.00 $1,392.00 $O.CO $0.00 $766.00 $1,53200 $1,951.25 $3,502.50 $300.56 $6601.12d$5,637.50 $195.80 168 J BOX EA 4 $324.00 $1,296.00 $324.00 $1,296.00 $0.00 $0.00 $356.00 $1,424.00 $0.00 $O.CO $240.45 $961.80 $281.60 169 PANEL A200A.120/240V3P/4W, MCB, N3R LS 1 $1,542.00 $1,542.00 $1,542CO $1,542.00 $0.1 $0.00 $1,696.00 $1,696.CO $4,181.25 $4,181.25 $2404.49 $2404.49 $1,727.00 170 POST LIGHT,POLE MOUNTED INCLUDING WP EA 8 $4,616.00 $36,928.00 $4,366.00 $34,928.00 $0.00 $0.00 $4,80200 $38,416.00 $5387.20 $47,097.660 $4,208.99 $38,471.92 $45,100.00 DUPLEX RECEPTACLE 171 POST MOUNTED FIXTURE (AT EXERCISE) EA 6 $1,41 000 $8,4660.00 $1,41000 $8,4660.00 $0.00 $0.00 $1,551.00 $9,306.00 $0.00 $0.00 $6601.12 $3,606.72 $990.60 $5,940.00 172 UNI -STRUT FRAME EA 1 $3,636.00 $3,636.00 $2363.00 $2363.00 $O.CO $0.00 $2600.00 $2600.CO $669.00 $669.CO $2404.49 $2404.49 $5,390.CO $5,390.00 173 METER EA 1 $1,896.00 $1,896.00 $1,896.00 $1,896.00 $0.00 $0.00 $2086.CO $2086.CO $836.25 $836.25 $601.12 $601.12 $271.70 $271.70 174 SIX POLE 60A CONTRACTOR LS 1 $1,110.60 $1,110.00 $1,110.60 $1,110.00 $O.CO $0.00 $1,221.00 $1,221.00 $4,348.50 $4,348.50 $721.35 $721.35 $3,532.10 $3,532.10 175 LIGHT CLOCK EA 2 $742.00 $1,484.00 $742.00 $1,484.00 $0.00 $0.00 $816.00 $1,63200 $1,661.35 $3,322.70 $480.90 $961.80 $319.00 $638.00 176 TIME CLOCK EA 1 $646.00 $646.00 $646.00 $646.00 $O.CO $0.00 $710.00 $710.00 $1,282.25 $1,282.25 $480.90 $480.50 $316.80 $316.80 SUBTOTAL $89,922.00 $76,981.80 $99,095.00 $84,715.40 $102,201.75 $104,297.81 $102,253.80 EARTHWORK ITEMS AARYA Construction & FHP Tectonics Corp. JRT Construction West Construction Bejar Construction Lynx E.L.C.I. Construction Group Design, Inc. ITEM D. UNIT OTY. UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 177 FILL/COMPACGGRADE AT AREAOF REMOVED CY 453 $75.00 $33,975.00 $75.77 $34,323.81 $22.00 $9,966.00 $12CO $5,436.CO $32.34 $14,650.02 $19.24 $8,715.72 $103.40 $46,840.20 ROAD BASE 178 2.5 BERM/GRADING CY 341 $30.00 $10,230.00 $9.93 $3,386.13 $22.00 $7,502.00 $4.95 $1,637.95 $24.53 $8,364.73 $3.61 $1,231.01 $88.00 $30,008.00 179 1.5 BERM/GRADING CY 149 $30.00 $4,470.00 $9.93 $1,479.57 $22.00 $3,278.00 $11.33 $1,688.17 $20.07 $2990.43 $3.61 $537.89 $88.00 $13,112.00 180 FINE GRADE (LANDSCAPE AREA) SF 19,970 $0.20 $3,994.00 $0.25 $3,994.00 $0.11 $2196.70 $1.36 $27,159.25 $0.00 $0.00 $0.24 $4,792.80 $1.10 $21,967.00 181 FINE GRADE (OVAL OPEN FAWN/PLAY LAWN) SF 14,517 $5.20 $25073.40 $0.25 $2903.40 $0.11 $1,596.87 $1.88 $27,291.96 $5.00 $0.00 $5.24 $3,484.08 $0.22 $3,193.74 SUBTOTAL $55,572.40 $46,086.91 $24,539.57 $63,263.28 $26,005.18 $18,761.50 $115,120.94 EXTERIOR IMPROVEMENTS AARYA Construction & FHP Tectonics Corp. JRT Construction West Construction Bejar Construction Lynx E.L.C.I. Construction Group Design, Inc. ITEM DESCRIPTOIN UNIT QTY. UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL CHILLED DRINKING FOUNTAIN W/ BOTTLE FILLER 182 INCLUDING DRYWALL BY MOST DEPENDABLE EA 2 $3,755.00 $7,550.00 $5,411.50 $10,823.00 $10,000.00 $20,000.00 $5,401.00 $10,802CO $3,6073.68 $7,207.36 $11,502.24 $23,804.48 $4,400.CCI $8,800.00 FOUNTAINS MODEL No. 10135SMSS 183 1/2" FINISH LAYER POURED IN PLACE SF 6,255 $15.00 $93,755.00 $11.80 $73,755.00 $4.62 $28,875.00 $2.25 $13,750:CO $15.77 $98,562.50 $13.59 $84,937.50 $4.91 $:0,687.50 184 PLAYGROUNDS" IMPACT LAYER POURED IN SF 6,527 $1.00 $6,520.00 $0.00 $5.00 $8.80 $57,376.00 $14.85 $96,822CO $0.00 $0.00 $4.52 $29,470.40 $13.81 $50,041.20 PLACE 185 8" COMPACTED #57 STONE BASE SF 6,872 $1.55 $10,651.60 $1.11 $7,627.92 $2.27 $15,118.40 $1.25 $8,246.40 $1.39 $9,552.08 $1.20 $8,246.40 $1.43 $9,826.96 186 8" COMPACTED SUBGRADE SY 777 $1.55 $1,165.50 $0.CO $0.00 $2.27 $1,709.40 $0.91 $707.07 $11.04 $8,578.08 $13.22 $10,271.94 $2.59 $2,012.43 187 4" PERFORATED PVC PIPE LF 295 $12CO $3,540.00 $22C0 $6,490.00 $1 i m $3,245.00 $11.18 $3,298.10 $13.66 $4,029.70 $24.04 $7,091.80 $31.50 $9,410.50 188 4" NON -PERFORATED PVC PIPE LF 43 $12CO $516.00 $20.CO $860.00 $11.Co $473.00 $37.00 $1,591.00 $12.54 $539.22 $24.04 $1,033.72 $26.40 $1,135.20 189 1/2" FINISH LAYER POURED IN PLACE SF 29CO $12.50 $36,255.00 $11.21 $32509.00 $4.62 $13,398.00 $2.27 $6,380.CO $13.60 $39,440.00 $11.51 $33,379.00 $4.85 $14,065.00 1A7 PLAYGROUNDI I/2"" IMPACT LAYER POURED SF 29CO $1.00 $25070.00 $0.00 $5.00 $8.80 $25,527.00 $13.42 $38,918.CO $0.00 $0.00 $3.84 $11,136. $11.77 $34,133.00 N PLACE 191 8"COMPACTED #57STONE BASE SF 3,188 $1.55 $4,941.40 $1.11 $3,538.68 $2.25 $7,013.60 $2.58 $8,225.04 $1.51 $4,813.88 $1.20 $3825.60 $1.43 $4,558.84 192 8" COMPACTED SUBGRADE SY 361 $1.55 $541.50 $0.00 $0.00 $2.25 $794.20 $1.98 $714.78 $20.07 $7,245.27 $13.22 $4,772.42 $2.58 $931.38 193 4" PERFORATED PVC PIPE LF 190 $12CO $2280.00 $22CF) $4,180.00 $11.CO $2090.00 $17.36 $3,298.40 $3.62 $647.80 $24.04 $4,567.60 $31.50 $6,061.00 194 4" NON -PERFORATED PVC PIPE LF 40 $12CO $480.00 $20.00 $800.00 $11.00 $440.00 $39.71 $1,588.40 $2.73 $109.25 $24.04 $961.60 $26.40 $1,056.00 195 BITUMINOUS PRIME COAT GL 44 $5.00 $225.00 $11.36 $499.84 $242CO $10,648.00 $1.10 $48.40 $39.03 $1,717.32 $54.10 $2380.40 $19.80 $871.20 196 TACK COAT GL 22 $5.CO $110.00 $18.18 $399.96 $242CO $5,324.00 $1.10 $24.25 $27.88 $613.36 $42.08 $925.76 $22.00 $484.00 197 1-1/2"ASHALT/TON TN 41 $4CO.00 $16,400.00 $175.61 $7,2CO.01 $198.00 $8,118.00 $209.CO $8,569.CO $23.42 $960.22 $198.37 $8,133.17 $170.55 $6,990.50 198 6"LIMEROCK BASE@ASPHALT SY 483 $6.CO $2898.00 $9.11 $4,400.13 $13.25 $6,375.60 $13.80 $6,665.40 $17.84 $8,616.72 $12.02 $5,805.66 $8.36 $4,037.88 199 8" STABILIZED SUBGRADE@ASPHALT SY 483 $1.50 $724.50 $0.00 $0.00 $6.60 $3,187.80 $35.70 $17,243.10 $23.42 $11,311.86 $4.81 $2323.23 $2.59 $1,250.97 2CO 4" THICK. CONCRETE SIDEWALK/PAVING SF 3,065 $6.CO $18,350.00 $4.86 $14,895.90 $5.55 $16,857.50 $1.15 $3,524.75 $2.95 $9,041.75 $3.97 $12168.05 $4.29 $13,148.85 201 4"LIMEROCK BASE@CONC.SIDEWALK SY 409 $6.CO $2454.00 $0.00 $0.00 $8.80 $3,599.25 $8.80 $3,599.20 $23.58 $9,644.22 $10.52 $4,302.68 $8.36 $3,419.24 202 12" STABILIZED SUBGRADE@CONC.SIDEWALK SY 409 $1.55 $613.50 $0.00 $0.00 $6.60 $2699.40 $4.03 $1,648.27 $35.68 $14,593.12 $4.81 $1,967.29 $2.59 $1,059.31 203 6" THICK CONCRETE SIDEWALK/PAVING SF 337 $CCO $2359.00 $0.00 $0.00 $6.60 $2224.20 $7.70 $2594.50 $4.74 $1,597.38 $4.45 $1,499.65 $9.07 $3,056.59 204 4"LIMEROCK BASE@CONC.SIDEWALK SY 18$6.CO $108.00 $0.00 $0.00 $8.80 $158.40 $36.66 $659.88 $15.61 $280.98 $10.52 $189.36 $8.36 $150.48 205 12 "STABILIZED SUBGRADE@GONG. SIDEWALK SY 18 $1.5J $27.00 $0.CO $0.00 $6.60 $118.80 $61.10 $1,099.&7 $35.68 $64224 $4.81 $86.58 $2.59 $46.62 206 1/2 THICK PREMOLDED EXPANSION JOINT LF 276 $1.00 $276.00 $5.00 $1,380.00 $5.50 $1,518.00 $1.18 $325.68 $1.51 $416.76 $1.20 $331.25 $38.50 $10,626.00 W/RECESSED (1/2") EPDXY SEALANT ON TOP 207 4" WIDE SMOOTH TROWEL FINISH SF 3,202 $1.00 $3,252.00 $0.60 $1,921.20 $1.10 $3,522.20 $1.10 $3,522.25 $6.97 $22317.94 $0.42 $1,344.84 $1.65 $5,283.30 W/CONTINUOUS PICTURE FRAME EFFECT 2C6 12"X12" REINFORCED RIBBON CURB LF 528 $20.CO $10,5610.00 $15.55 $8,184.00 $2200 $11,616.00 $17.60 $9,292.80 $23.42 $12365.76 $21.64 $11,425.92 $15.87 $8,379.36 209 24"WIDE X I2" THICK CONT. LIMEROCK BASE@ SY 141 $6.00 $846.00 $10.64 $1,5@0.24 $22.00 $3,10200 $11.69 $1,648.29 $7.81 $1,101.21 $18.03 $2542.23 $8.36 $1,178.76 CONC. CURB 210 24 WIRED I2" THICK STABILIZED SUBGRADE SY 141 $1.50 $211.50 $0.00 $5.00 $22.00 $3,102.00 $11.69 $1,648.29 $6.69 $943.29 $18.03 $2542.23 $2.59 $365.19 BASE @ CONC. CURB 211 NEW FCURB%GUTTER LF 50 $20.00 $1,0c0X0 $35.20 $1,7610.00 $2200 $I'Ic0X0 $55.00 $2750.CO $20.07 $1,CO3.55 $30.06 $1,553.00 $31.79 $1,589.50 212 NEW VALLEY GUTTER LF 33 $25.00 $660.00 $27.27 $899.91 $22.00 $726.00 $83.33 $2749.89 $23.42 $772.86 $27.65 $912.45 $31.79 $1,049.07 213 6HIGH ALUMINUM PERIMETER SECURITY LF 916 $55.00 $50,380.00 $56.97 $52184.52 $62.00 $56,792.00 $60.63 $55,537.08 $61.33 $56,178.28 $58.31 $53,411.96 $60.50 $55,418.00 FENCING (POWDER COATED) 214 4' HIGH ALUMINUM SECURITY FENCING LF 172 $42.00 $7,224.00 $42.97 $7,3507.84 $46.00 $7,912.00 $45.74 $7,867.28 $45.72 $7,863.84 $50.79 $8,735.88 $46.20 $7,946.40 PLAYGROUND (POWDER COATED) 215 ALUMINUM GATE 4 FT HIGH (POWDER COATED) EA 1 $550.00 $555.00 $568.00 $568.00 $605.00 $605.00 $605.00 $605.00 $613.25 $613.25 $1,009.89 $1,C09.89 $605.00 $605.00 216 ALUMINUM GATE 6 FT HIGH (POWDER COATED) EA 3 $630.00 $1,8507.00 $651.00 $1,953.00 $693.00 $2079.00 $693.00 $2079.00 $702.45 $2107.35 $1,033.93 $3,101.79 $693.co $2079.00 217 VEHICULAR SLIDING GATE I2FTWIDEX6FT EA 1 $3,9@0.00 $3,900.00 $2790.00 $27507.00 $2970.00 $2970.00 $2970.CO $2970.CO $3,010.50 $3,010.55 $4,748.88 $4,748.88 $2970.CO $2970.00 HIGH (INCLUDING TRACK); ALUMINUM 2" POTABLE WATER METER SERVICE 218 CONNECTION, AND SERVICE LINE (ADDENDA EA 2 $11,0@0.00 $22@00.00 $5,300.00 $10,6@0.00 $2750.00 $5,5@0.00 $3,850.00 $7,700.00 $418.13 $836.26 $3C05.62 $6,011.24 $3,228.50 $6,457.00 No. 1) 219 2" BACKFLOW PREVENTED AND PIPE ASSEMBLY EA 2 $8co.00 $1,6100.00 $3,500.00 $7,0@0.00 $3,850.00 $7,7@0.00 $1,100.60 $2200.CO $975.63 $1,951.26 $1,216.67 $2433.34 $1,248.50 $2497.00 PER LOCAL CODE 225 COPPER GROUNDING PLATE AT CONTROLLER EA 1 $50000 $5@0.00 $150.CO $150.00 $440.CO $440.00 $550.00 $550.00 $446.00 $446.00 $120.22 $120.22 $550.CO $550.00 ESPLXMSM4 4 -STATION MODULE AN D LXM M METAL CABINET, LIMTKIT RADIO KIT, 221 GROUNDING PACKAGE AND RAIN BIRD RSD- EA 1 $21 C0.00 $2100.00 $500.00 $5@0.00 $962.50 $962.50 $3,850.00 $3,850.60 $975.63 $975.63 $3,181.15 $3,181.15 $2613.60 $2613.60 BEx RAIN SENSOR, PROVIDE CONNECTION & MATERIALS NECESSARY FOR CONTROLLER 222 RAIN BIRD 1804 -PRS SPRINKLER WITH SPX FLEX@ EA 132 $8.50 $1,122.00 $20.00 $2640.00 $42.90 $5,662.80 $27.55 $3,630.00 $43.49 $5,740.68 $16.83 $2221.56 $13.20 $1,742.40 3' LONG 223 RAIN BIRD 1806 -PRS SPRINKLER WITH SPX FLEX@ EA 254 $10.00 $2540.00 $30.00 $7,625.00 $46.20 $11,734.80 $33.00 $8,382@0 $46.83 $11,894.82 $27.05 $6,870.70 $30.80 $7,823.20 3' LONG 224 RAIN BIRD 1812 -PRS SPRINKLER WITH SPX FLEX@ EA 80 $13.00 $1,040.00 $40.00 $32C0.00 $49.50 $3,9610.00 $38.55 $3,080.00 $50.18 $4,014.40 $31.86 $2548.80 $44.00 $3,525.00 3' LONG 225 RAIN BIRD 1401 PC FLOOD BUBBLER W/ 1/2" K- EA 214 $10.00 $2140.00 $20.00 $4,280.00 $33.00 $7,062.00 $27.55 $$885.00 $33.45 $7,158.30 $11.72 $2558.08 $13.20 $2,824.80 FLEX PIPE @ 8' LONG 226 RAIN BIRD 5006 -PC -PL WITH MPR NOZZLEAND EA 44 $25.00 $880.00 $40.00 $1,7610.00 $55.CO $2425.00 $38.50 $1,694.CO $55.75 $2453.00 $43.58 $1,917.52 $55.co $2420.00 3/4" K -FLEX @ 3' LONG 227 RAIN BIRD 5006 -FC -PL WITH MPR NOZZLEAND EA 1 9 $25.00 $180.00 $40.00 $3610.00 $55.CO $495.00 $38.50 $346.55 $55.75 $551.75 $43.58 $392.22 $55.00 $495.00 3/4" K -FLEX @ 3' LONG 228 1" RAN BIRD IC(TPEB ELECTRIC CONTROL VALVE WITH VALVE BOX EA 3 $225.00 $675.00 $75.00 $225.00 $275.00 $825.00 $275.CO $825.CO $278.75 $836.25 $218.81 $656.43 $165.00 $495.00 229 1 1/2" RAN BIRD 150-PEB ELECTRIC CONTROL VALVE WITH VALVE BOX EA 10 $250.00 $2500.00 $200.00 $2060.00 $385.00 $3,850.00 $330.00 $3,300.CO $390.25 $3,902.50 $289.74 $2897.40 $275.00 $2750.30 230 2" RAN BIRD 2CO-PEB ELECTRIC CONTROL VALVE WITH VALVE BOX EA 1 $325.00 $325.00 $230.00 $230.00 $440.00 $440.00 $335.00 $385.CO $446.00 $446.CO $354.66 $354.66 $330.00 $330.00 231 21/2" PVC CL 200 MAINLINE, SOLVENT WELD LF 15 $5.00 $75.00 $3.CO $45.00 $1.70 $25.50 $11.00 $165.COI $1.73 $25.95 $6.01 $90.15 $3.85 $57.75 232 2" PVC CL200 MAINLINE, SOLVENT WELD LF 640 $4.00 $2560.00 $1.50 $960.00 $1.20 $763.00 $4.40 $2816.60 $1.19 $761.60 $4.81 $3,078.40 $2.75 $1,760.00 233 21/2" PVC CL 200 LATERAL LINE, SOLVENT WELD LF 20 $3.75 $75.00 $3.00 $60.00 $0.95 $19.00 $3.85 $7CC0 $0.96 $19.20 $2.52 $50.40 $2.20 $44.00 234 2" PVC CL 200 LATERAL LINE, SOLVENT WELD LF 155 $3.00 $465.00 $2.00 $310.00 $0.50 $139.50 $3.30 $511.50 $0.89 $137.95 $1.86 $288.30 $1.65 $255.75 235 11/2"PAC CL. 200 LATERAL LINE, SOLVENT WELD LF 255 $2.50 $637.50 $1.00 $255.00 $0.56 $142.80 $3.G3 $772.65 $0.57 $145.35 $1.20 $:06.00 $0.88 $224.40 236 11/4"PAC CL. 200 LATERAL LINE, SOLVENT WELD LF 825 $2.50 $2062.50 $1.00 $825.00 $0.44 $363.00 $2.92 $2409.60 $0.45 $371.25 $0.96 $792.00 $0.77 $635.25 237 1" PVC CL 200 LATERAL LINE, SOLVENT WELD LF 1,025 $2.25 $2306.25 $1.00 $1,025.00 $0.20 $205.00 $2.75 $2818.75 $0.22 $225.50 $0.82 $840.50 $0.66 $676.50 238 3/4" PVC CL 200 LATERAL LINE, SOLVENT WELD LF 4,5CO $2.25 $10,125.00 $0.60 $2760.00 $0.17 $742.50 $2.70 $1215OCO $0.22 $990.00 $0.52 $2340.00 $0.55 $2475.00 239 6" SCH EDULE 40 PVC SLEEVE LF 15 $10.00 $150.00 $10.00 $150.00 $6.15 $92.25 $11.CO $165.CO $6.22 $93.30 $10.52 $157.80 $11.00 $165.00 240 4" SCH EDULE 40 PVC SLEEVE LF 105 $8.00 $840.00 $4.00 $420.00 $3.41 $358.05 $6.60 $693.CO $3.46 $363.30 $5.77 $605.85 $6.60 $693.00 241 2" SCH EDULE 40 PVC SLEEVE LF 30 $4.00 $120.00 $2.00 $60.00 $1.10 $33.00 $5.50 $165.CO $1.12 $33.60 $2.04 $61.20 $3.30 $99.00 242 14-1 GAUGE CONTROL WIRE WITH WATERPROOF CONNECTORS LF 4,515 $0.40 $1,806.00 $0.25 $1,128.75 $0.14 $632.10 $0.28 $1,264.20 $0.17 $767.55 $0.30 $1,354.50 $0.33 $1,489.95 243 14-1 GAUGE COMMON WIRE WITH WATERPROOF CONNECTORS LF 785 $0.40 $314.00 $0.25 $196.25 $0.14 $109.90 $0.28 $219.80 $0.17 $133.45 $0.30 $235.50 $0.33 $259.05 SUBTOTAL $355,177.75 $297,206.15 $385,090.40 $397,068.00 $393,703.65 $397,204.48 $388,076.88 ITEM DESCRIPTOIN IL UNIT OTY. FHP Tectonics Corp. JRT Construction West Construction Bejar Construction By E.L.C.I. Construction Group AARYA Construction & Design, Inc. UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 244 SATIN LEAF; 12X4;3 CALIPER EA 14 $386.00 $5,404.00 $300.00 $4,2CO.00 $401,50 $5,621.00 $437.CO $6,118.CO $390.25 $5,463.50 $432.82 $6,059.48 $401.50 $5,621.00 245 WHITE PLUMERIA 10 X 10'; 3"CALIPER EA 16 $536.00 $8,576.00 $50OCO $8,000.00 $655.CO $10,480.00 $580m $9,280.CO $1,67250 $26,760.00 $715.34 $11,445.44 $654.50 $10,472.00 246 MAHOGANY; 25 X 12'; 8" CALIPER EA 18 $2,556.00 $46,008.00 $3,000.00 $54,003.00 $3,162.50 $56,925.00 $2184.60 $39,312 $3,345.00 $60,210.00 $3,456.46 $62216.28 $3,162.50 $56,925.00 247 STAKING :4"x4" PRESSURE TREATED LUMBER EA 48 $10.00 $480.00 $10.00 $480.00 $13.15 $631.20 $99.00 $4,752CO $0.00 $0.00 $14.37 $689.76 $13.15 $631.20 248 MONTGOMERY PALM; 16' OVERALL HEIGHT EA 15 $341.00 $5,115.00 $275.00 $4,125.00 $468.00 $7,020.00 $438.CO $6,570.CO $696.88 $10,453.20 $510.95 $7,664.25 $467.50 $7,012.50 249 MONTGOMERY PALM; 20' OVERALL HEIGHT EA 13 $361.00 $4,693.00 $270.00 $3,510.00 $523.00 $6,799.00 $550.00 $7,150 CO $864.13 $11,233.69 $571.07 $7,423.91 $522.50 $6,792.50 250 MONTGOMERY PALM; 24' OVERALL HEIGHT EA 6 $426.00 $2556.00 $327.50 $1,965.00 $605.00 $3,630.00 $648�FO$3,888.CO $1,059.25 $6,355.50 $661.24 $3,967.44 $605. $3,630.00 251 TRI FILE COLON UT PALM; 30' OVERALL H EIGHT; MATCHED EA 15 $2841.00 $42615.00 $2560.00 $37,5CO.00 $4,345.00 $65,175.00 $4,93774,055.CO $2508.75 $37,631.25 $4,748.88 $71,233.20 $4,345.CO $65,175.00 252 STAKING :2"X4" PRESSURE TREATED LUMBER EA 49 $8.00 $392.00 $10.00 $490.00 $6.45 $316.05 $99.00 $4,851.00 $0.00 $0.00 $7.03 $344.47 $6.44 $315.56 253 YELLOW NECKLACE POD; 18"X24'; FU LL TO EA 243 $11.00 $2673.00 $7.48 $1,817.64 $11.55 $2806.65 $10.78 $2619.54 $8.08 $1,963.44 $12.62 $3,066.66 $11.55 $2806.65 GROUND 254 SM ALL LEAF PITCH APP LE; 6 X 3'; FU LL TO TH E EA 93 $146.00 $13,578.00 $80.00 $7;440.00 $181.50 $16,879.50 $162CO $15,066.00 $139.38 $12962.34 $198.37 $18,448.41 $181.50 $16,879.50 GROUND 255 STAKING:8'X3" DIAM FLEE P RESSU RE TREATED EA 332 $4.00 $1,328.00 $7.50 $24507.00 $12.00 $3,984.00 $99.00 $32868.00 $0.00 $0.00 $13.16 $4,369.12 $12.05 $GEG0.60 LODGE POLES (2 PER 6' PITCH APPLE) 256 ASIATIC JASMINE; 12"X 18'; FULL EA 1,173 $10.00 $11,730.00 $6.00 $7,038.00 $6.35 $7,448.55 $9.35 $10,967.55 $9.48 $11,120.04 $6.31 $7,401.63 $5.78 $6,779.94 257 KANGAROO PAW FERN; 18"x18";FULL EA 702 $6.00 $4,212.00 $8.00 $5,616.00 $12.65 $8,880.30 $14.08 $9,884.16 $16.73 $11,744.46 $13.83 $9,708.66 $12.65 $8,880.30 253 BERMU DA (Cynodon dodylon'Tlfway 419) SF 14,300 $1.25 $17,875.00 $0.67 $9,581.00 $3.28 $46,904.00 $0.70 $10,010. $1.34 $1 A162FC0 $3.58 $51,194.00 $1.76 $25,168.00 SOLID SOD 259 ST. AUGUSTI N E (Stenotaphrum secUndatum SF 22,523 $0.85 $19,142.00 $0.38 $8,557.60 $2.92 $65,758.40 $0.46 $10,359.20 $0.45 $10,13000 $3.19 $71,838.80 $1.43 $32203.60 Palmetto') SOLID SOD 260 ROYAL. PALM; 35 OVERALL HEIGHT EA 8 $2275.00 $18,200.00 $150.00 $1,200.00 $1,375.00 $11,000.00 $2,915.00 $23,320.00 $1,115.00 $8,920.00 $1,502.81 $12022.48 $1,375.00 $11,000.00 261 STAKING.4"X4" PRESSURE TREATED. LUMBER EA 8 $10.00 $80.00 $10.00 $80.00 $13.15 $105.20 $99.00 $79200 $0.00 $0.00 $14.37 $114.96 $13.15 $105.20 262 MULCH AT LANDSCAPE AREAS SY 2,219 $2.00 $4,438.00 $0.95 $2108.05 $1.76 $3,905.44 $4.50 $9,985.50 $0.76 $1,686.44 $1.94 $4,304.86 $1.76 $3,905.44 L2.LANDSCAPE MAINTENANCE WKS 26 $440.00 $11,440.00 $300.00 $7,800.00 $660.00 $17,160.00 $193.00 $$018.00 $669.00 $17,394.00 $721.35 $18,755.10 $660.00 $17,160.00 SUBTOTAL $220,535.00 $167,998.29 $341,429.29 $286,865.95 $253,193.86 $372,268.91 $285,463.99 MISCELLANEOUS ITEM DESCRIPTOIN UNIT OTY. FHP Tectonics Corp. JRT Construction West Construction Bejar Construction Lynx E.L.C.I. Construction Group AARYA Construction & Design, Inc. UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL UNIT PRICE TOTAL 264 18 "HDPE PIPE LF 470 $85.00 $39,955.00 $64.75 $30,432.50 $43.10 $25,257.00 $82.50 $38,775.CO $40.14 $18,865.80 $42.08 $19,777.60 $36.91 $17,347.70 265 15 "HDPE PIPE LF 335 $75.00 $25,125.00 $55.15 $18,475.25 $41.80 $14,003.00 $49.50 $16,582.55 $37.91 $12699.85 $36.07 $12083.45 $18.26 $6,117.10 266 DEWATERING ALLOWANCE LS 1 $4,000.00 $4,000.00 $2000.00 $2000.00 $5,500001 $5,5CO.00 $3,300.00 $3,300.00 $11,150.00 $11,150.CO $1,803.37 $1,803.37 $I 1,000.CO $11,000.00 267 24" DIA DRAINAGE WELL (ALLOWANCE) ALW 1 $29,000.00 $29,000.00 $32800.CO $328CO.00 $31,900.CO $31,9CO.00 $22CO0.00 $22000.CO $46,830.00 $46,830.00 $42078.64 $42078.64 $2750.CO $2755.00 268 DRAINAGE WELL STRUCTURE 13'X8.5'X8 EA 1 $15,500.00 $15,5CO.00 $13,000.00 $13000.00 $10,450.00 $10,455.00 $16,500.CO $16,500.CO $33,282.75 $33,282.75 $10,519.66 $10,519.66 $7,504.25 $7,504.20 269 STORM M.H./C.B/INLET 0 $1.00 $0.00 $0.00 $5.00 $0.00 $5.00 $5,550.00 $0.00 $4,292.75 $0.00 $1,000.00 $0.00 $1,650.CO $5.00 270 DEWATER ALLOWANCE LS 1 $3,000.00 $3,000.00 $2000. $2000.00 $0.CO $0.00 $3,300.00 $3,300.00 $11,150.00 $11,150FC01 $601.12 $651.12 $4,400.CO $4,400.00 271 CATCH BASIN (IG) EA 5 $4,250.00 $21,255.00 $4,000.00 $20,000.00 $4,125.CO $25,625.00 $3,300.00 $16500.CO $3,328.28 $16,641.40 $3,306.18 $16,530.90 $3,480.40 $17,402.00 272 YARD DRAIN (A C) EA 3 $2000.CO $6,000.00 $4,166.67 $12500.01 $605.CO $1,815.00 $1,833.00 $5,499.CO $2174.25 $6,522.75 $1,803.37 $5,410.11 $1,281.55 $3,844.50 273 1"WATERSERVICE LF 280 $25.00 $5,6CO.00 $24.64 $6,899.20 $16.50 $4,625.00 $22CO $6,16000 $37.91 $10,614.80 $18.03 $5,048.40 $308.CO $86,240.00 274 MANIFOLD EA 1 $5CO.00 $550.00 $2CO.00 $2CO.00 $1,650.00 $1,655.00 $330.00 $33000 $7,297.68 $7,297.68 $:00.56 $300.56 $22CO.00 $2200.00 275 1" RPZ BACKFLOW PREVENTED EA 1 $75000 $755.00 $0.CO $0.00 $825.CO $825.00 $2750.00 $2750.CO $14,327.75 $14,327.75 $1,55281 $1,55281 $1,248.55 $1,248.50 276 1"IRRIGATION PRESSURE VACUUM BREAKER EA 1 $50OCO $5CO.00 $50OCO $500.00 $:00.00 $300.00 $1,100.00 $1, 100.00 $8,028.00 $8,028.00 $1,021.91 $1,021.91 $1,248.55 $1,248.50 277 NORTH MIAMI BEACH IMPACT FEES AL 1 $15,133.94 $15,133.94 $ 15,133.94 $15,133.94 $ 15,133.94 $15,133.94 $15,133.94 $15,133.94 $15,133.94 $15,133.94 $15,133.94 $15,133.94 $15,133.94 $15,133.94 278 EXCAVATION OF UNSUITABLESOILS AND REPLACEMENT WITH SELECT FILL LS 1 $20CQ.00 $2 0.00$ 126,671.00 $126,671.00 $66C()0.CQ $66,000.CO $169,480.00 $169,480.CO $474.59 $83,580.21 $203,500.CO $203,500.00 SUBTOTAL $168,308.94 $280,611.90 $127,078.94 $213,930.44 $382,024.72 $215,392.68 $379,936.44 TOTAL BID AMOUNT $1,579,715.00 $1,607,854.62 $1,630,500.45 $1,697,606.38 $1,816,068.38 $1,845,497.93 $2,149,970.40 57. CONTINGENCY $78,985.75 $80,392.73 $81,525.02 $84,880.32 $90,803.42 $92,274.90 $107,498.52 FINAL TOTAL $1,658,700.75 $1,688,247.35 $1,712,025.47 $1,782,486.70 $1,906,871.80 $1,937,772.83 $2,257,468.92 FHP Tectonics Corp. JRT Construction West Construction Bejar Construction Lynx Construction Management LLC E.L.C.I. Construction Group, Inc. AARYA Construction & Design, Inc.