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2014-28468 Reso RESOLUTION NO. 2014-28468 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE GUARANTEED MAXIMUM PRICE (GMP) AMENDMENT NO. 1 TO THE PRE-CONSTRUCTION SERVICES AGREEMENT WITH QGS DEVELOPMENT, INC., DATED MARCH 20, 2012, FOR CONSTRUCTION MANAGEMENT AT RISK SERVICES FOR THE PAR 3 GOLF COURSE PROJECT, IN THE AMOUNT OF $4,227,898 PLUS A FIVE PERCENT OWNER'S CONTINGENCY IN THE AMOUNT OF$2119395; FOR A TOTAL AMOUNT OF $4,439,293 WITH PREVIOUSLY APPROPRIATED FUNDING IN THE AMOUNT OF $3,637,975 FROM FUND 388 - MDC CDT INTERLOCAL-CDT/RESORT FUND; $100,000 FROM FUND 429 — STORMWATER LOC—RESO 2009-27076; $2119395 FROM FUND 388-MDC CDT INTERLOCAL-CDT/RESORT FUND; AND$489,923 FROM FUND 306- MID BEACH QUALITY OF LIFE, SUBJECT TO FUTURE APPROPRIATION THROUGH A CAPITAL BUDGET AMENDMENT TO THE CAPITAL BUDGET FOR FISCAL YEAR 2013/14 TO BE PRESENTED AT THE JANUARY 15,2014 COMMISSION MEETING. WHEREAS, the Mayor and City Commission at its July 13, 2011 commission meeting authorized the Administration to issue an RFQ for a Construction Manager at Risk (CMR)firm to provide pre-construction services and construction phase services via a Guaranteed Maximum Price (GMP)amendment for the Par 3 Golf Course Project; and WHEREAS, on July 19, 2011 the City issued RFQ No. 41-10/11 and QGS Development (QGS) submitted their proposal and were interviewed along with four (4) other CMR firms. On August 19, 2011, the selection committee unanimously ranked QGS as the top-ranked firm; and i WHEREAS,on October 19, 2011,the Mayor and City Commission approved Resolution No. 2011-27791, authorizing the Mayor and City Clerk to execute a Pre-Construction Services Agreement with QGS; and WHEREAS, on September 27, 2013, QGS held their subcontractor bid opening at the Capital Improvement Projects(CIP)Office in the presence of representatives of the Citys CIP office, and consultants, McCumber Golf Inc. (McCumber)and Kobi Karp Architecture and Interior Design (Kobi Karp); and WHEREAS, Following a number of discussions, evaluation of value-engineering (VE) options, analysis of constructability recommendations, and negotiations, QGS submitted the final negotiated GMP proposal; and WHEREAS, the GMP Amendment No.1 (Exhibit B) reflects the proposed amount of $4,227,898, and a five percent owner's contingency in the amount of $211,395 for a total of $4,439,293; and WHEREAS, a consultant was retained under the City's Constructability, Cost & Value Engineering Review Services contract, to perform an independent construction cost estimate (Exhibit C); and WHEREAS, the negotiated Guaranteed Maximum Price (GMP) of $4,227,898 was compared to the cost estimate provided by an independent estimator; and WHEREAS,the administration is of the opinion that based on the scope of work identified in the documents the final negotiated GMP is a competitive, fair and reasonable price for the construction of the Par 3 Golf Course and proposed amenities; and WHEREAS, the construction duration for this project has been negotiated at 273 calendar days and it is anticipated that this work will commence in March 2014(pending permit approvals). NOW,THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby accept the recommendation of the City Manager approving and authorizing the Mayor and the City Clerk to execute Guaranteed Maximum Price (GMP) Amendment No. 1 to the Pre-Construction services agreement with QGS Development, dated March 20, 2012, for Construction Management at Risk Services for the Par 3 Golf Course project, in the amount of$4,227,898 and a five percent owner's contingency in the amount of $211,395, from previously appropriated funding and future budget appropriation at the January 15, 2014 Commission Meeting. PASSED AND ADOPTED this day of -I_qw44r4 201X y ATTEST: W Bp' Rafael G. Gr Pado. :CITY CLERK '' 1 Phili L , MAYOR ORATED: :INCORf-I 1 APPROVED AS TO FORM & LANGUAGE &FOR.EXECUTION Pnf f 'pY j' Cit ttorney Date F:\T_Drive\AGENDA\2014\January\Par 3 Golf Course\Par 3 Golf Course-QGS GMP Approval- RESO-Revised memo.doc COMMISSION ITEM SUMMARY Condensed Title: A Resolution Of The Mayor And City Commission Of The City Of Miami Beach,Florida,Approving And Authorizing The Mayor And The City Clerk To Execute Guaranteed Maximum Price(GMP)Amendment No.1 To The Pre-Construction Services Agreement With QGS Development, Inc., Dated October 19,2011, For Construction Management At Risk Services For The Par 3 Golf Course Project,In The Amount Of$4,227,898;And A Five(5)Percent Owner's Contingency In The Amount Of$211,395 For A Total Amount Of$4,439,293. Key Intended Outcome Supported: Ensure Value and Timely Delivery of Quality Capital Projects. Supporting Data(Surveys, Environmental Scan,etc.): The 2012 Customer Satisfaction Survey indicated that 81%of businesses rated completed capital improvement projects as"excellent"or"good." Item Summa /Recommendation: Pursuant to the former City Manager's recommendation,on October 19,2011,the Mayor and City Commission approved Resolution No.2011- 27791,authorizing the Mayor and City Clerk to execute a Pre-Construction Services Agreement with QGS. These services included:review of project requirements,existing on-site conditions,preliminary budget,project scheduling and phasing,value engineering;and submission of constructability recommendations to the consultant. Per the requirements of the contract,the CMR,coordinates with the Architect/Engineer team and the City,the issuance of bid documents to a pre-approved list of subcontractors to obtain the pricing in order to develop the GMP. On September 27, 2013, QGS held their subcontractor bid opening at the Capital Improvement Projects(CIP)Office in the presence of representatives of the City's CIP office,and consultants,McCumber Golf Inc.(McCumber)and Kobi Karp Architecture and Interior Design(Kobi Karp). The bids were evaluated and thoroughly reviewed to insure that they encompassed the full scope of work.The GMP was formulated based on the lowest responsive bid for each element.The GMP was then negotiated with the CMR to obtain the best possible price based on the specified project scope. Following a number of discussions, evaluation of value-engineering (VE) options, analysis of constructability recommendations, and negotiations,QGS submitted the final negotiated GMP proposal in the amount of$4,227,898(Exhibit A).The GMP Amendment No.1(Exhibit B) reflects the proposed amount of$4,227,898,and a five percent owner's contingency in the amount of$211,395 for a total of$4,439,293. In order to obtain further assurance that the best value for this project had been negotiated,the City contracted CMS Estimating Services (CMS),a consultant retained under the City's Constructability,Cost&Value Engineering Review Services contract,to perform an independent construction cost estimate.The estimated construction cost as submitted by CMS is$4,246,678(Exhibit C). This project was initially approved in the FY 2007/08 Capital Plan with a construction budget of$2,954,000.The original scope of work included the renovation of the existing golf course,greens,tees and bunkers as well as irrigation and drainage systems.As the project progressed and as requested by the Commission,several items were added or modified from the original scope. On June 9,2010 Resolution No.2010-27407 (Exhibit D)and on June 1,2011,Resolution No.2011-27677(Exhibit E)the City approved and adopted the final scope of work as being,a 9 hole Par 3 golf course and lake system;restroom building;a 2,000 square foot splash pad;a 6,000 square foot tot lot;four(4)asphaltic concrete tennis courts and nine(9)parking spaces. In addition,the City requested that the project include a connection of the existing storm drainage located on Prairie Avenue and the Par 3 property to the lake system for emergency overflow;that the starter shack be included in the approved GMP and not as an alternate;the three(3)month turf grow in period be performed by the CMR,and that a permanent fertigation system be provided. This additional scope totals approximately$250,000. The administration is of the opinion that based on the scope of work identified in the documents the final negotiated GMP is a competitive,fair and reasonable price. The construction duration of this project has been negotiated at 273 calendar days(approximately 9 months)and it is anticipated that this work will commence in March 2014(pending permit approvals). It is recommended that the Mayor and City Commission adopt the resolution. Advisory Board Recommendation: N/A Financial Information: Source of Amount Account Funds: 1 $3,637,975 388-2627-069357-MCC CDT INT-CDT RESORT TAX 2 $ 100,000 429-2730-069357- STORMWATER LOC 3 $ 211,395 388-2627-069357-MCC CDT INT-CDT RESORT TAX 4 ..$ 489,923 306 — MID BEACH QUALITY OF LIFE - Subject to Future a ro riation OBP Total 1 $4,439,293 Financial Impact Summary: No funds being expended at this time. City Clerk's Office Legislative Tracking: David Martinez,ext 6972 Sign-Offs: Departm rat Director Assist Ci Manager City Manager DM mil JLM F:\T—Drive\AGENDA\2014YJanuary\Par 3 Golf Course\Par 3 rse-QGS GMP Approval-SU M RY Revised fund ing.doc AGENDA ITEM RIB /�' SATE I MIAMI BEACH City of Miami Beath, 1700 Convention Center Drive,Miami Beach, Florida 33139,www.miamibeachfl.gov COMMISSION MEMORANDUM TO: Mayor Philip Levine and Members c F the City Co mission FROM: Jimmy L. Morales, City Manager DATE: January 15, 2014 SUBJECT: A RESOLUTION OF THE MAYOR ND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, A PROVING AND AUTHORIZING THE MAYOR AND THE CITY CLERK TO EXECUTE GUARANTEED MAXIMUM PRICE (GMP) AMENDMENT NO. 1 TO THE PRE-CONSTRUCTION SERVICES AGREEMENT WITH QGS DEVELOPMENT, INC., DATED MARCH 20, 2012, FOR CONSTRUCTION MANAGEMENT AT RISK SERVICES FOR THE PAR 3 GOLF COURSE PROJECT, IN THE AMOUNT OF $4,227,898 PLUS A FIVE PERCENT OWNER'S CONTINGENCY IN THE AMOUNT OF $2115395; FOR A TOTAL AMOUNT OF $454395293 WITH PREVIOUSLY APPROPRIATED FUNDING IN THE AMOUNT OF $356375975 FROM FUND 388 - MDC CDT INTERLOCAL-CDT/RESORT FUND; $100,000 FROM FUND 429 — STORMWATER LOC — RESO 2009- 27076; $2115395 FROM FUND 388 - MDC CDT INTERLOCAL- CDT/RESORT FUND; AND $489,923 FROM FUND 306 — MID BEACH QUALITY OF LIFE, SUBJECT TO FUTURE APPROPRIATION THROUGH A CAPITAL BUDGET AMENDMENT TO THE CAPITAL BUDGET FOR FISCAL YEAR 2013/14 TO BE PRESENTED AT THE JANUARY 15, 2014 COMMISSION MEETING. ADMINISTRATION RECOMMENDATION Adopt the resolution. KEY INTENDED OUTCOME SUPPORTED Ensure Value and Timely Delivery of Quality Capital Projects. FUNDING $3,637,975 Account#388-2627-069357 (previously appropriated) $ 211,395 Account#388-2627-069357 (previously appropriated) $ 100,000 Account#429-2730-069357 (previously appropriated) $3,949,370 $ 489,923 Account#306 - Mid Beach Quality of life(subject to future appropriation) $4,439,293 Funding for this amendment in the amount of $3,637,975 has been previously appropriated from Fund 388 - MDC CDT Interlocal-CDT/Resort Fund, and $100,000 from Fund 429 — Stormwater LOC — Resolution 2009-27076; a five percent owner's contingency amount of $211,395 from Fund 388 - MDC CDT Interlocal-CDT/Resort Fund; and $489,923 from Fund 306 - Mid Beach Quality of life, subject to future appropriation through a budget amendment to the FY 2013/14 Capital Budget. Commission Memorandum—QGS Development GMP for Par 3 Golf Course Project January 15, 2014 Page 2 of 3 ANALYSIS The Mayor and City Commission at its July 13, 2011 commission meeting authorized the Administration to issue an RFQ for a Construction Manager at Risk (CMR) firm to provide pre- construction services and construction phase services via a Guaranteed Maximum Price (GMP) amendment for the Par 3 Golf Course Project. RFQ No.41-10/11 was issued on July 19, 2011 and QGS Development (QGS) submitted their proposal and were interviewed along with four (4) other CMR firms. On August 19, 2011, the selection committee unanimously ranked QGS as the top-ranked firm. Pursuant to the former City Manager's recommendation, on October 19, 2011, the Mayor and City Commission approved Resolution No. 2011-27791, authorizing the Mayor and City Clerk to execute a Pre-Construction Services Agreement with QGS. These services included: review of project requirements, existing on-site conditions, preliminary budget, project scheduling and phasing, value engineering; and submission of constructability recommendations to the consultant. Per the requirements of the contract, the CMR, coordinates with the Architect/Engineer team and the City, the issuance of bid documents to a pre-approved list of subcontractors to obtain the pricing in order to develop the GMP. On September 27, 2013, QGS held their subcontractor bid opening at the Capital Improvement Projects (CIP) Office in the presence of representatives of the City's CIP office, and consultants, McCumber Golf Inc. (McCumber) and Kobi Karp Architecture and Interior Design (Kobi Karp). The bids were evaluated and thoroughly reviewed to insure that they encompassed the full .scope of work. The GMP was formulated based on the lowest responsive bid for each element. The GMP was then negotiated with the CMR to obtain the best possible price based on the specified project scope. Following a number of discussions, evaluation of value-engineering (VE) options, analysis of constructability recommendations, and negotiations, QGS submitted the final negotiated GMP proposal in the amount of $4,227,898 (Exhibit A). The GMP Amendment No.1 (Exhibit B) reflects the proposed amount of $4,227,898, and a five percent owner's contingency in the amount of$211,395 for a total of$4,439,293. In order to obtain further assurance that the best value for this project had been negotiated, the City contracted CMS Estimating Services (CMS), a consultant retained under the City's Constructability, Cost & Value Engineering Review Services contract, to perform an independent construction cost estimate. The estimated construction cost as submitted by CMS is $4,246,678 (Exhibit C). This project was initially approved in the FY 2007/08 Capital Plan with a construction budget of $2,954,000. The original scope of work included the renovation of the existing golf course, greens, tees and bunkers as well as irrigation and drainage systems. As the project progressed and as requested by the Commission, several items were added or modified from the original scope. On June 9, 2010 Resolution No. 2010-27407 (Exhibit D) and on June 1, 2011, Resolution No. 2011-27677 (Exhibit E) the City approved and adopted the final scope of work as being, a 9 hole Par 3 golf course and lake system; restroom building; a 2,000 square foot splash pad; a 6,000 square foot tot lot; four (4) asphaltic concrete tennis courts and nine (9) parking spaces. In addition, the City requested that the project include a connection of the existing storm drainage located on Prairie Avenue and the Par 3 property to the lake system for emergency overflow; that the starter shack be included in the approved GMP and not as an Commission Memorandum—QGS Development GMP for Par 3 Golf Course Project January 15, 2014 Page 3 of 3 alternate; the three (3) month turf grow in period be performed by the CMR; and that a permanent fertigation system be provided. This additional scope totals approximately $250,000. The administration is of the opinion that based on the scope of work identified in the documents the final negotiated GMP is a competitive, fair and reasonable price. The construction duration of this project has been negotiated at 273 calendar days (approximately 9 months) and it is anticipated that this work will commence in March 2014 (pending permit approvals). The anticipated Project Schedule for the construction of the Par 3 Golf Course is as follows: Commission GMP Award: January 15, 2013 Notice to Proceed Number One: February 2014 Notice to Proceed Number Two: March 2014 Project Completion: December 2014 Parks and Recreation Department has prepared a five (5) year projection of the expenses associated with the operation and maintenance of the Par 3 Golf Course and its amenities. See attached Exhibit F. CONCLUSION The Administration recommends the approval of the attached resolution authorizing the Mayor and the City Clerk to execute Guaranteed Maximum Price (GMP) Amendment No. 1 to the Pre- Construction Services Agreement with QGS Development, dated March 20, 2012, for Construction Management at Risk Services for the Par 3 Golf Course project, in the amount of $4,227,898 and a five percent owner's contingency in the amount of $211,395, from previously appropriated funding and future budget appropriation at the January 15, 2014 Commission Meeting. Attachments: Exhibit A- QGS Development— Construction Management at Risk GMP Proposal Exhibit B - QGS Amendment# 1 Exhibit C - CMS—Third Party Estimate of Construction Costs Exhibit D - Resolution No. 2010-27407 Exhibit E - Resolution No. 2011-27677 Exhibit F - Par 3 Golf Course Operating & Maintenance Expenses F:\T_Drive\AGENDA\2014\January\Par 3 Golf Course\Par 3 Golf Course - QGS GMP Approval - MEMO 112613 Revised Memo.doc EXHIBIT A LOPMEN ,OD V 17502 County Road 672 n P.O. Drawer 108■Lithia, Florida 33547 Phone: (800)446-3326■ (813)634-3326■Fax(813)634-1733 ESTIMATED SCHEDULE OF VALUES FOR Miami Beach Par 3 - 100% Bid #3 October 10, 2013 Golf Course Plans dated-August 7,2013- 100% Amenities Plans dated-September 3rd,2013-Permit Set 1. General Conditions Item Description Quantity Unit Price Total 1 Permit Expediting Service I is $ 1,500.00 $ 1,500.00 2 Tem orary Office Trailer Set-up&Breakdown I is $ 4,509.09 $ 41509.09 3 Temporary Perimeter Fence Not in Plans $ 4 Survey Layout 1 is $ 39,535.00 $ 39,535.00 5 Job Site Sign 1 Is $ 700.00 $ 700.00 6 Equipment MOB/DeMOB 1 Is $ 2011509.09 $ 20,509.09 7 Bonds&Insurance Requirements 1 Is 8 City Permit Fees 1 Is $ - $ - 9 MOT 1 is $ 10,909.09 $ 10,909.09 10 Safety&First Aid 9 mth $ - - $ - 11 Tem orary Fence at Trailer&Laydown Area 1 Is $ 3,090.91 $ 31090.91 12 Power Company Charges-Set up FP&L 1 is $ 2,272.73 $ 2,272.73 13 Temp. Power Hookup&Removal 1 Is $ 51-227.27 $ 5,227.27 14 Phone Fax Service 9 mth $ 90.91 $ 818.19 15 Temp Trailer Rental 9 mth $ 457.27 $ 49115.43 16 Temp.Trailer Electrical 9 mth $ 113.64 $ 19022.76 17 Temp. Water Set-up 1 Is S 2,168.18 $ 2,168.18 18 Temp. Water Service 9 mth S 45.45 $ 409.05 19 Port-A-Pot 9 mth $ 500.00 $ 49500.00 20 Progress Photos 9 mth I $ 136.36 $ 1,227.24 21 Office Supplies&Machines 9 mth S 90.91 $ 818.19 22 As-Built Plans 1 is $ 18,950.00 $ 18,950.00 23 C. P. M. Schedule 9 mth $ 1,192.27 $ 10,730.43 24 Extra Plans 1 is $ - $ - 25 Misc as Needed 9 mth $ - $ - 26 Dum sters 30 Ids $ 454.55 $ 13,636.50 27 Project Manager 39 wks $ 1,454.55 $ 569727.45 28 Field Administration Assistant 39 wks $ - $ - 29 Site Superintendent 39 wks $ 1.,113.64 $ 43,431.96 Total $ 246,808.56 QGS Development,Inc. Page 1 of 7 October 2,2013 i 2. Site Work/Demo it Description Quantity Unit Price Total 1 Tree Protection Fence(6 CL) 3,900 if $ 2.89 $ 119271.00 2 Tree Protection(Orange Fence or Equal) 2,055 if S 2.18 $ 4,479.90 NPDES Compliance/Silt Fence,Turbidity 3 Barrier&Inlet Protection 1 is $ 25,531.82 $ 25,531.82 Total $ 41,282.72 3. Potable Water Item Descrigti©n Quam itY Unit Price . Total 1 20"x 6"Tapping Sleeve&Valve I ea $ 19,574.55 $ 19,574.55 2 6" DIP WM Wrapped&Restrained 80 if $ 78.45 $ 61276.00 3 6" DDCVA I ea $ 15,570.00 $ 159570.00 4 6 Fittings I is S 8,027.27 $ 8,027.27 5 6" Gate Valve 1 ea $ - - 6 Temporary Blow-offs 1 ea S 1,009.09 $ 19,009.09 7 4" Irrigation Meter w/City Fees 1 ea S 121,445.45 $ 12,445.45 8 8" x 2" Tap&Corp Stop 1 ea S 5,230.00 $ 51,230.00 9 2" Poly w/3" Casing 1 ea S 3,422.73 $ 39,422.73 10 2" Meter&BFP w/City Fess I ea $ 11,581.82 $ 11,581.82 11 Cut and replace road 1 ea S - $ - 12 Remo ve&Replace Sidewalk&Curb 1 is $ - $ - 13 Remove& Replace Sod 1 is $ - $ - 14 1 ea $ - $ - 15 1 ea $ - $ - 16 1 ea $ - $ - Total $ 839136.91 4. Sanitary Sewer Item Description Qpantit Unit Price Total 1 Pump Station as Designed 1 ea $ 71,570.91 $ 719570.91 2 PS Valve Vault 1 ea $ 2,143.64 $ 29143.64 3 4" C-900 Gravity Sewer 101 if $ 39.21 $ 31960.21 4 SS Clean-outs 2 ea $ 845.45 $ 19690.90 5 Connect to existing 3"FM 1 ea $ 4,986.36 $ 4,986.36 6 3" Force Main 17 if $ 11.17 $ 189.89 7 Remove&Replace Sidewalk&Curb 1 Is $ - $ - 8 Disassemble&reassemble Bus Stop 11 Is 1 $ - $ - Total $ 849541.91 5. Streets Item Descripoa iQuantity Unit Price Total 1 1 1/2" S-1 Asphalt-Parking Lot 475 s $ 13.00 $ 69175.00 2 8" LR Base-includes under curb 600 sy $ 13.67 $ 81202.00 3 12" Stabilized Subgrade 637 s $ 7.66 $ 41879.42 4 Type D Curb 292 if $ 15.98 $ 49666.16 5 Gutter&Driveway 507 sf $ 10.65 $ 51399.55 6 4" Sidewalk w/color 3,813 sf $ 2.77 $ 10,562.01 7 Truncated Domes 71 loc $ 150.00 $ 1,050.00 QGS Development,Inc. Page 2 of 7 October 2,2013 ....._..._................_,_. E f E 1 5. Streets(Cont.) Item Descriptio' Quantity unit Price Total i 8 Si na e& Striping 1 is $ 1,000.00 $ 19000.00 } 9 Demolish Sidewalk&Curb 1 Is $ 1,140.91 $ 11140.91 f 10 V S-3 Asphalt-Jogging Trail 1,412 sy $ 13.71 $ 19,358.52 11 6" LR Base 1,883 sy $ 11.11 $ 20,920.13 E 12 12" Compacted Sub grade 2,118 s $ 6.95 $ 149720.10 13 5'x 4" Sidewalk w/color 3,490 sf $ - $ k 14 8'x 4" Sidewalk w/color 1,600 sf $ 3.86 $ 69,176.00 15 10'x 4" Sidewalk w/color 12,261 sf $ 3.86 $ 479327.46 16 Si a e& Striping 1 Is $ 1.,000.00 $ 19000.00 17 Truncated Domes 1 loc $ 320.00 $ 320.00 Total $ 152,897.26 f 6. Earthwork Item DescriFtionQnantity -Unit Price Total 1 Lake Excavation 28,500 c $ 2.14 $ 601,990.00 2 Lake Bank Sha ing 1 Is $ 954.55 $ 954.55 3 Spread Fill,Rough Grade 1 is $ 5,181.82 $ 5,181.82 4 Shallow Pipe Pad Allowance 500 sf $ 11.90 $ 51,950.00 Total $ 739076.37 7. Drainage Item Description Quantity Unit Price Total 1 4" HDPE 81 If $ 45.33 $ 39671.73 2 6"HDPE 103 if $ 46.25 $ 49,763.75 3 8" HDPE 57 if $ 47.98 $ 29734.86 4 10" HDPE 59 if $ 49.53 $ 2,922.27 5 12" HDPE 31 if $ 64.68 $ 2,005.08 6 15" HDPE 111 if $ 67.48 $ 75490.28 7 18" HDPE 954 if $ 69.46 $ 665264.84 8 24" HDPE 180 if $ 78.02 $ 14,043.60 9 36" HDPE 119 if $ 101.14 $ 12,035.66 10 Valley Inlet 2 ea $ 8,772.73 $ 17,545.46 1.1 12" Basin 6 ea $ 51400.00 $ 32,400.00 1.2 15" Basin 1 ea $ 5,636.36 $ 5,636.36 13 18" Basin 2 ea $ 8,954.55 $ 17,909.10 14 Construct New Inlet 5-15 1. ea $ 12,572.73 $ 12,572.73 ! 15 Yard Drains 7 ea $ 9,250.00 $ 64,750.00 16 Manhole I ea $ 7,840.91 $ 71840.91 17 Control Structure CS-11 I ea $ 13,804.55 $ 13,804.55 18 Control Structure CS-05 I ea $ 13,645.45 $ 139645.45 19 Rubber Check Valves 3 ea $ 9,281.82 $ 279845.46 Exfiltration Trench w/filter cloth,stone& I 20 perforated 15" HDPE 48 If $ 225.45 $ 109821.60 Exfiltration Trench w/filter cloth,stone& 21 perforated 18"HDPE 40 if $ 257.271$ 10,290.80 3 22 Ri Rap 8 loc $ 2,727.27 $ 21,818.16 7. Drainage(Cont.) QGS Development,Inc. Page 3 of 7 October 2,2013 f 1 Item Description Quantity ]unit Price Total ' 23 Root Barrier 260 if $ 19.54 $ 5,080.40 24 Root Prune 200 if $ 17.73 $ 3,546.00 25 Demo Drain Pie 445 if $ 75.88 $ 33,766.60 26 Demo Drain Structure 3 ea $ 4,000.00 $ 12,000.00 27 Temporary Pipe Plug 1 ea $ 5,909.09 $ 5,909.09 28 Clean Existing 12" RCP 1 is $ 4,000.00 $ 49000.00 Total $ 437,114.74 j 8. Golf Course Item " Description Quantity [Init Price Total 1 Round-U /Rotovate 20 ac $ 1,045.45 $ 20,909.00 2 Rough Shaping 1 is $ 23,390.91 $ 23,390.91 3 Greens Construction 42,317 sf $ 3.29 $ 1399222.93 4 Tee Construction 45,850 sf $ 0.14 $ 6,419.00 5 Bunker Construction 11,750 sf $ 0.95 $ 11,162.50 Drainage $ - 6 4" Perf 625 if $ 8.73 $ 59456.25 7 4" Solid 845 if $ 4.99 $ 41216.55 8 6" Solid 1,177 if $ 13.16 $ 159489.32 9 8" Solid 485 ea $ 15.81 $ 79667.85 10 12" Solid 360 ea $ 22.85 $ 8,226.00 11 12" In-line Drains 23 ea $ 540.91 $ 129440.93 12 Irrigation Pump Station/Wet Well/Intake/Slab 1 Is $ 248,076.36 S 2489076.36 13 Pump House 1 ea $ 73,073.18 $ 739073.18 14 Irrigation System Golf Course&Landscape 1 Is $ 380,651.14 S 380,651.14 15 Ferti ation System&Containment Area 1 is $ 22,310.00 $ 229310.00 16 Finish Shaping 1 is $ 22,735.00 S 229735.00 Grassing&Amendments $ - 17 Sprig Greens-Platinum Pas alum 42,317 sf $ 0.37 $ 15,657.29 18 Sprig Tees-Platinum Pas alum 45,850 sf $ 0.33 $ 15,130.50 19 Sod-Platinum Pas alum 235,000 sf $ 0.56 $ 131,600.00 20 Sod - St Augustine Palmetto 26,700 sf $ 0.50 $ 13,350.00 21 Grow-In 3 mth $ 20,000.00 $ 60,000.00 Totall $ 1,237,184.71 9. Landscape-Golf Course Item Description` " ` Quantity.: Unit Price Total 1 Cabbage Palms 26 ea $ 250.00 $ 61500.00 2 Mahogany 2 ea $ 250.00 $ 500.00 3 Green Buttonwood 21 ea $ 225.00 $ 41725.00 4 Hong Kong Orchid 3 ea $ 200.00 $ 600.00 5 Orange Geiger 3 ea $ 200.00 $ 600.00 6 Frangipani 3 ea $ 300.00 $ 900.00 7 Wild Tamarind 3 ea $ 200.00 $ 600.00 8 Simson's Stopper 3 ea $ 275.00 S 825.00 9 Tram et Tree 31 ea I $ 200.00 $ 600.00 9. Landscape-Golf Course (Cont.) QGS Development,Inc. Page 4 of 7 October 2,2013 it k ;Item Description Quauht I7nit Prrice Total 10 Paradise Tree 3 ea $ 250.00 $ 750.00 Tree Total S 16,600.00 $ - 11 Coontie 260 ea $ 10.00 $ 21600.00 12 Red Tip Coco plum. 345 ea $ 7.00 $ 21415.00 13 Sea Grape 95 ea $ 7.00 $ 665.00 14 Dwarf Var. Schefflera 195 ea $ 7.00 $ 11365.00 Shrub Total $ 71045.00 $ - 15 Evergreen Giant Liro e 935 ea $ 4.00 $ 31740.00 { Ground Cover Total $ 3,740.00 $ - 16 Muhly Grass 5,770 ea $ 2.00 $ 11,540.00 f 17 Faxahatchee Grass 520 ea $ 4.00 $ 21080.00 1.8 Sand Cord ass 5,560 ea $ 2.00 $ 11,120.00 1.9 Seashore Dro rass 3,195 ea $ 2.00 $ 6,390.00 Grass Total S 31,130.00 $ - 20 Mulch-Melaluca 1,232 cy $ 28.00 $ 34,496.00 Mulch Total $ 34,496.00 $ - 21 Spike Rush 520 ea $ 3.50 $ 1,820.00 22 Soft Rush 890 ea $ 3.50 $ 3,115.00 Aquatic Total S 4,935.00 $ - 23 Tree Relocate-Average 37 ea $ 586.74 $ 21,709.38 Tree Relocates Total $ 21,709.38 $ - 24 Tree Removal-Average 35 ea $ 550.00 $ 19,250.00 Tree Removal Total $ 195250.00 $ - Total $ 138,905.38 9.A Landscape-Amenities Iteffi Description { uantzty U U Price Total 1 Cabbage Palms 12 ea $ 250.00 $ 3,000.00 Tree Total $ 39000.00 $ - 2 Coontie 80 ea $ 10.00 $ 800.00 3 Firebush 90 ea $ 8.00 $ 720.00 4 Red Tip Coco plum 300 ea $ 7.00 $ 2,100.00 5 Blue Plumbago 55 ea $ 8.00 $ 440.00 6 Horizontal Coco plum 230 ea $ 14.00 $ 3,220.00 Shrub Total $ 7,280.00 $ - 7 Blueberry Flak Lily 65 ea $ 4.00 $ 260.00 I Ground Cover Total $ 260.00 $ - 8 Muhly Grass 60 ea $ 2.00 $ 120.00 9 Faxahatchee Grass 50 ea $ 4.00 $ 200.00 10 Sand Cord grass 25 ea $ 2.00 $ 50.00 Grass Total $ 370.00 $ - 11 Mulch-Melaluca 80 c $ 28.00 $ 29240.00 Mulch Total $ 21240.00 $ - 12 Tree Relocate 13 ea $ 400.00 $ 59200.00 Tree Relocates Total $ 51,200.00 $ - Total $ 189350.00 10. Amenities 3 d QGS Development,Inc. Page 5 of 7 October 2,2013 f Items a3escri ti on Quantity Unit P " ece V, Total 1 Tot Lot w/shade,benches,Etc Play Ground Eqpt and Related Work 1 is $ 205,362.50 S 205,362.50 I Ox 10 Shade System 2 ea $ 5,018.27 S 10,036.54 21x28 Shade System 1 ea $ 12,132.18 S 12,132.18 36x50 Shade System 1 ea $ 26,498.36 S 26,498.36 Handicap Picnic Table 1 ea $ 1,859.20 S 1,859.20 Picnic Table 1 ea $ 1,733.07 $ 1,733.07 Trash Receptacle 1 ea $ 11858.46 S 1,858.46 Park Benches 5 ea $ 1,676.57 $ 8,382.85 Concrete area for entry/picnic area 500 sf $ 4.91 $ 21455.00 Aluminum Fence and Gate 309 if $ 42.05 $ 129993.45 2 Splash Pad w/shade,benches,Etc Splash Pad and Equipment 1 is $ 364,580.00 $ 364,580.00 10x20 Shade System 2 ea $ 8,523.86 $ 17,047.72 Trash Receptacle 2 ea $ 11858.46 $ 31716.92 Park Benches 5 ea $ 1,676.57 $ 8,382.85 Aluminum Fence and Gate 231 if $ 43.73 $ 10,101.63 $ - 3 Restroom/Pum Room 1 is $ 241,646.50 S 2419646.50 4 Starters Shed 1 is $ 43,327.27 S 43,327.27 5 Electrical $ - Street light relocation(2) 1 is $ 18,900.00 $ 18,900.00 Site Electrical 1 Is $ 99,502.00 $ 99,502.00 6 Tennis Courts 1 is $ 145,751.76 $ 145,751.76 Total $ 1,236,268.26 SUMMARY QGS Development,Inc. Page 6 of 7 October 2,2013 I ..............................._ 1 1. general Conditions $. 246,808.56 2. Site Work/Demo $ 419282.72 I 3. Potable water $ 83,136.91 4. Sanitary Sewer 84954.1.91 5. Streets $ 129897.26 6. 'Earthwork $ 739076.37 7. Drainage $ 4371114.74 8. Golf Course $ 1,237,184.71 i 9. Landscape-Golf Course: $ '138,905.38 i 9.A Landscape Amenities: S 18,350.00 10. Amenities $ 1,2369268.26 Project Total $ 397499566482 11.. CM F a 9.00% 337,461.01 12. Allowance for.Permit $ 1001000,00 13. Bond & Insurance @1.00% $ 409870.00 Subtotal with Fee, Bond, and Insurance 5 4;2279897:83 144. Owner's Contingency @ 5000% $ 211,394.89 F i i Estimate Grand'Total $ 41439,292.72 Deductive Alternates 15. Starter: Shack S 47,660.00 16. Pipe/Structure from Prairie Avenue (P"..Req.) $ 1oo,14-8.60 PROPOSAL CLARIFICATIONS 1. Items not inctuded: permanent.signs,golf course.accessories and set up � 1 Clarifications: 1. This proposal is based on the existing TOPO on the plans being accurate within+/-0.2 feet at any given location. TOPO verification.may be required prior to final contract. 2. No 12" excavate and mix added to1andscape areas of golf 3. Splash Pad Equipment Rain Drop 4. SPECIAL NOTE: Perimeter White Decking is quoted with Original Mortex Kool Deck. If Tuff Coat is required,ADD $3600.00 � i k I r. QGS Development, Inc. Page 7 of 7 October 2,2013_ f k EXH 1I BIT B GMP AMENDMENT No.1 GUARANTEED MAXIMUM PRICE (GMP) AMENDIMENT NO.1 TO THE AGREEMENT FOR PRE- CONSTRUCTION SERVICES BETWEEN THE CITY OF MIAMI BEACH, FLORIDA, AND QGS DEVELPOMENT, INC., FOR CONSTRUCTION MANAGER AT RISK SERVICES PURSUANT TO RESOLUTION NO. 2011-27791 ENTITLED "CONSTRUCTION MANAGEMENT AT RISK PRE- CONSTRUCTION SERVICES FOR THE PAR 3 GOLF COURSE RENOVATION PROJECT. THIS G&1P AMENDMENT NO.1, made and entered into as of this day of ("GMP Amendment No 1") amends that certain Agreement between Owner, the CITY OF MIAMI BEACH, FLORIDA (also, City) and Construction Manager, QGS DEVELPOMENT, Inc., (hereinafter Construction Manager or CM), made as of the day of , for the following described Project: Par 3 Golf Course 2500 Pinetree Drive Miami Beach, FL, 33139 WHEREAS, the Owner and the CM have agreed to amend the Agreement in the manner set forth herein. NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein, in the Agreement and the other Contract Documents and for such other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Owner and the CM do hereby agree as follows: 1. This GMP Amendment No. 1 is executed in connection with, and .is deemed to be part of the Agreement and the Contract Documents. Wherever the terms of this GMP Amendment No. 1 and the terms of the Contract Documents are in conflict, the terms of this GMP Amendment No. 1 shall govern and control. The terms used herein, unless otherwise defined in this GMP Amendment No. 1 shall have the meanings ascribed to them in the Contract Documents. 2. The following are hereby incorporated into the Contract Documents and made part thereof: a. The construction documents listed on Attachment I, GMP Amendment No.1, attached hereto, which are made a part of the Contract Documents by this reference (the "Construction Documents"); and b. The specifications listed on Attachment II, GMP Amendment No.1, attached hereto, which specifications are made a part of the Contract Documents by this reference (the "Specifications"); and C. Those documents listed on Attachment III, Additional Contract Documents, refer to the executed pre-construction services agreement, attached hereto, are made a part of the Contract Documents by this reference; and d. Those documents listed on Attachment IV, GMP Amendment No.1, GMP Book 1 inclusive of CM's Proposal, Qualifications and Assumptions attached hereto, are made a part of the Contract Documents by this reference;and e. Those documents listed on Attachment V,GMP Amendment No.1,the CM's Salary and Wage Schedule attached hereto, are made part of the contract Documents by this reference; and f. The Scope of the Work for the Par 3 Project, contemplated in this GMP Amendment No.1, and as described in Attachment I, GMP Amendment No.1, is hereby incorporated into the Work; and g. The Project Schedule will be provided for this Project and is set forth on Attachment VI- GMP Amendment No.1,attached hereto, are rnade a part hereof by this reference;and h. The CM's Onsite Management and Supervisory Personnel for this Project shall be set forth herein, and incorporated as Attachment VII to this Agreement. i. The date of Commencement for the construction of the Par 3 project in this GMP Amendment No.1, shall commence upon the issuance of Notice To Proceed (NTP)#2, by the parties hereto(the"Date of Commencement"). j. The CM shall achieve Substantial Completion of the Work for the Par 3 project as contemplated in this GMP Amendment No.1, no later than 243 calendar days from the issuance of NTP # 2, the Date of Commencement (the "Contract Time"), and Final Completion, not later than thirty (30) calendar days from the date of Substantial Completion. Failure to meet either the Substantial Completion or Final Completion dates shall be a material breach of this Agreement and liquidated damages will be assessed thereinafter. k. Upon failure of the CM to substantially complete the Work contemplated in this GMP Amendment No.1, within the specified period of time, plus any approved time extensions, CM shall pay to the City the sum of $1,000 for each calendar day after the time specified in' subsection 20)of this Amendment. I. The Guaranteed Maximum Price (GMP) for the Scope of Work contemplated in this GMP Amendment No.1, for the Par 3 project, is hereby guaranteed by the CM not to exceed the sum of$4,227,898. (GMP Amendment No.1), based upon the entire Scope of the Work as described in the Contract Documents, as amended herein, and including, but not limited to, the Construction Documents and the Specifications, subject only to additions and deductions by Contract Amendment(s) or Construction Change Directive, as provided in the Contract Documents. The GMP for GMP Amendment No.1 is more particularly itemized in the Schedule of Values prepared in accordance with the terms of the Agreement, which Schedule of Values is attached hereto as Attachment VIII-GMP Amendment No.1, and made a part of the Contract Documents by this reference. Included in the Schedule of Values and specifically identified herein, the Owners' 2 Contingency as defined in Article 1.19 of the Pre-Construction Services Agreement is in the amount of$21.1,395. M. Should the CM realize any savings from the negotiated Schedule of Values, incorporated as Attachment VIII, the City shall receive 75% of said savings with no line item integrity. The City reserves the right to audit any and all contract related documents at any time during the Project and at the end of the Project. n. The CM shall provide Commercial General Liability Insurance, Automobile Liability Insurance, Worker's Compensation Insurance, and Builder's Risk Insurance, in compliance with the provisions of Article II, Insurance and Bonds of the General Conditions of the Contract for Construction. o. The CM shall provide the Public Construction Payment Bond and the Public Construction Performance and Guarantee Bond, in compliance with the provisions of Article II, Insurance and Bonds of the General Conditions of the Contract for Construction. P. By executing this GMP Amendment No.1, the CM acknowledges that it has ascertained and verified all existing underground utilities and has coordinated all correct locations for points of connection for all utilities, if any, required for this Project and has identified all clarifications and qualifications for this Project, if an Utility Locations shall be identified by the CM and all existing utility connections will be capped as needed, as noted in the Qualification and Assumptions Statement. q. To the extent that the Owner has authorized the CM, in writing, to perform the Work contemplated in this GMP Amendment No.1, for this Project with the.CM's own forces, the salary and wage schedule for the CM's personnel performing such portion of the Work, agreed upon by the City and the CM, shall be as set forth on Attachment V-GMP Amendment No.1, attached hereto, and is made a part of the Contract Documents by this reference. The CM warrants and represents that the salary and wage schedule includes the comparable market rates (including any and all benefits, contributions and insurance)charged by the CM for comparable contracts to other business and individuals for similar services, and that such rates are not higher than'the standard paid for this Project(Par 3). r. Except as expressly provided herein ,above all of the terms, conditions, covenants, agreements and understandings contained in the Pre-Construction Contract Documents (and as may have been amended pursuant to GMP Amendment No.1), shall remain unchanged and in full force and effect, and the same hereby expressly ratified and confirmed by the City and CM. s. This GMP Amendment No.1 may be executed in several counterparts, each of which shall be deemed an original but all of which shall constitute one and the same instrument. IN WITNESS WHEREOF, the parties have set their hands and seals the day and year first above written. ATTEST: THE CITY OF MIAMI BEACH Rafael Granado, City Clerk Philip Levine,Mayor ATTEST: CONSTRUCTION MANAGER/ QGS Development,Inc. 17502 County Road 672, (P.O. Drawer 108 Lithia, FL. 33547) Lithia, FI 33547 Jim Armstrong, Assistant Vice President Florida Contractor License: CGC 1512412 By: By: Jacqui Gardner Jim Armstrong Contract Administrator Assistant Vice President APPROVED AS TO FORM & LANGUAGE .--` -FOR eCUTION ---` qty° orn �., Date 4 Par 3 Golf Course 2500 Pinetree Drive Miami Beach, FL, 33139 GMP AMENDMENT N0.1 ATTACHMENT I CONTRACT DOCUMENTS:THE CONSTRUCTION DOCUMENTS—Plans DATED 08/7/2013-Par 3(McCumber)and 9/3/2013 Par 3 Amenities(KobiKarp) ATTACHMENT II CONTRACT DOCUMENTS:THE SPECIFICATIONS Par 3 Golf Course/Par 3 Amenities ATTACHMENT III CONTRACT DOCUMENTS: EXECUTED PRE-CONSTRUCTION SERVICES AGREEMENT DATED MARCH 20, 2012 (INCLUSIVE OF GENERAL CONDITIONS DATED MARCH 2011). ATTACHMENT IV CONTRACT DOCUMENTS: GMP PACKAGE ATTACHMENT V CONTRACT DOCUMENTS: CONSTRUCTION MANAGER'S SALARY AND WAGE SCHEDULE ATTACHMENT VI CONTRACT DOCUMENTS: PROJECT SCHEDULE(TO BE SUBMITTED FOR APPROVAL UPON ISSUANCE OF NOTICE TO PROCEED NO. 1) ATTACHMENT VII CONTRACT DOCUMENTS: ONSITE SITE MANAGEMENT AND SUPERVISORY PERSONNEL ATTACHMENT VIII CONTRACT DOCUMENTS: SCHEDULE OF VALUES 5 :.... . ._. .. _ � EXHIBIT C UUNSTRUCTION MANAGEMENT SERVICES, 4 t j( I 3 INC. j .10 Fairway Drive Q Smite 301 Deerrield Beach.Ronda-3.3441 0 954481-161.1 ® FAX 9.1544-27-3142 MIAMI I BEACH f CAPITAL IMPROVEMENTS CITE' OF MIAMI :BEA%01-1 PAR 3 GOLF COURSE "� 100% SUBMITTAL COST ESTIMATE r:-�., s Ti October 1, 2013 i a j I. i PREPARED FOR: CITY OF MIAMI BEACH F 4 i[[[[ 1 PREPARED BY: CMS-CONSTRUCTION MANAGEMENT SERVICES, INC. CMS FILE##2125 t Quantity Surveyors ® Construction Managers CMS-Construction Management Services,Inc. 10 Fainvay Drive.,Suite 301 Deerfield Beach,Fl 33441 954-481-1611 CMS FILE 9 2126 MIAMI BEACH CAPITAL IMPROVEMENTS CITY OF MIAMI BEACH PAR 3 GOLF COURSE 100%SUBMITTAL COST ESTIMATE October 1,2013 PREPARED FOR: CITY OF MIAMI BEACH MAIN SUMMARY DIVISION I DESCRIPTION AMOUNT %of TOTAL ........... 01000 GENERAL CONDITIONS 519,622.00 --.------.1-2,.24% 02000 'SITE WORK DEMOLITION 1540,713.12 36.28% 03000 65,471.99 1.54% 04000 'MASONRY s 15,903-53 i 0.37% 05000 IMETALS ..... S 2,920.00 0.07% ......... ............................... ................ _06000 WOOD AND PLASTICS 360.00 0.01% ............ ........... ...................... 07000 'THERMAL I MOISTURE PROTECTION � s 59,480-151 0800 :L0 1 1.40% ORS AND WINDOWS 20,857-00 0.49% 09000 !FINISHES 1 S 28,500.66. 0.67% 10000 !SPECIALTIES SIGNAGE S 7,353.00 0.17% 11000 ]EQUIPMENT(N/A) 12000 FURNISHNGq [/�J__ 0.00% .... ......-............. 13000 SPECIAL CONSTRUCTION 20{100 1 0.00% .............. .......... 14000 w CONVEYING SYSTEMS 1 $ 0.00% 22000 P-LU-MB-ING —------------ ; $ .60,672.40 1.43% 23000 VAC is 44,L2Z- ........................... 0.11% !ELECTRICAL 1-00,570.5-3 2.37% 31000 EARTHWORK 0.00% ............... ...... .............. 32000 :EXTERIOR IMPROVEMENTS S 1,087,1871,11 .........---25.60% 33000 :UTILITIES r S 325,435.33 7.66% 'SUBTOTAL ! $ 3.8 4 P,.q T4,7 90.43% .... . .................. ............- 3,00% G.C.OVERHEAD 2.71% 115,202.24 3,955 --]SUBTOTAL 1276.941 93.14% ............ 6.001 1G.C.PROFIT 237,316.32 :SUBTOTAL 98.73% � $ 4,192,593-56 ......... ............ ........... 1.29% BOND S 54,084.46 1.27% TOTAL PROBABLE CONSTRUCTION COST 5 4,246,678.02 100•00% Prepared ay Garl Weinstein 101812013 Page 1 of I i I i i i i i CMS-Construction Maslagement Services,Inc. 10 Fakway Drive,Suite 301 raeerfieW Beach,FI 33441 954481-1611 CMS FILE#2126 MIAMI BEACH CAPITAL IMPROVEMENTS CITY OF MIAMI BEACH 3 PAR 3 GOLF COURSE 100%SUBMITTAL j i COST ESTIMATE a October 1,2013 PREPARED FOR: CITY OF MIAMI BEACH SCHEDULE OF VALUES SITE RESTROOMIPUMP ROOM STARTER SHACK DIVISION DESCRIPTION AMOUNT o.TOTAL AMOUNT °1°of TOTAL AMOUNT °1`0 of TOTAL 01000 GENERAL CONDITIONS _ 478 395.65 12.24% 34.715.01 _• 11124%, 6,511,33... 12.24% 0200_SITE WORK/DEMOLITION __�..._._ 1,540,713.12 39,.41%.._ 0.00 0.00%._. _._0.00 0.00°,'° 03000 CONCRETE 0.00 „.,_. 0,00%_56,648.95 _19,9T% _._8,823.04 16,58°10 _04000 MASONRY 0.00 0.00% 13,535.53 4.77% 2,368,00_.,_____ 4.45_% 05000 METALS 0.00 0.00% 1 480.00 0 51% 1 460.00 2.74°a _ __..__... _ .._ ._ .............._._._....._........_.__ a ..... _._06000._ WOODAN_D PLASTICS.. _._._..... .. 0.00 0.00% 0.00 000010_ _..__330.00 _.... .._.._0.68°,5 07000 THERMAL I MOISTURE PROTECTION 0.00 0,00% 50 93$.48_. 17.95% 8 541.66 _. 16,05% . _....___,3.__.. _.,______.. 0$000 DOORS AND WINDOWS 0.00 0.00% 11,202.00 195% 9.655,00 1114% 09000 FINISHES 0.00 O.OG% 25,881.11 9,12% 2,619,55 4.92% _._ �..__---...._,..._._.__ .. ......._....------.._._ _._._ ..---..__._._ _. __..__._.._.._... _.......T 10000 SPECIALTIES t SIGNAGE 0.00 0.00`x'0 7,203.00 2.54'0 150.00 0.28% 11000 _ �._ _ 0.00. _ 0.00`k .- -_.-_0_00.--..,_.__._.. 0.00°10. 0.00 0.00% 12000 FURNISHINGS 0.00 0.00% 0.00 0,000/0 0.00 0.00% 13000_SPECIAL CONSTRUCTION _._.._._. _ ._0.00 ��_ 0.00% 0.00 _ ......____0.00°/a .........__200,00 0.36% __._.......... ........ ... ........_.. _ - 14000 CONVEYING SYSTEMS 0.00 0.00d/o 0.00 0100°a 0,00 � 0.00% 22000 PLUMBING 31,860,00 0.81°10 28,582.40 10.07% -_•._..___ 230.00 0.43% 23000 HVAC _....._._.......w..___......... _....__.4.00 _.._..._.._0.00°k 2.286,9Q _-__ -_ .................21541.00 .4.7TY0 26000 ELECTRICAL 71,815.43 1.84% 24,095.12 8.49% 4659.99 876% 31000 EARTHWORK _ _ 0,00_ 0.00C1!0 ...._..................0_00 _ 0.00°10 0:.00 _ 0,00% 32000 EXTERIOR IMPROVEMENTS _.._ 1"087,118711 27 81','g _:0'.00 _._._.. O.Od°la� 0..:.00 _.._...._._0.00% 33000_ UTILITIES.__. .__ .. ._�._... 325.435.33 8.32% 0.00 _._..._0.00°.x0 _ 0.00 _ SUBTOTAL..___.._................. __..3535406.64. _- 90.43°,10..._...258548.50-...__..._•.___.94.43°F0 48,11957„•_.__.._._90.43% 3.00% G.G.OVERHEAD 108:462.20 171010 7.696.45 211°10 1,443.59 2.71% SUBTOTAL 3,641,468.84 93.14% 264,244.95 9114.0 49,563.15 93.14°x'0 6.00% G.C.PROFIT 218.488.13 5.590./0 15.854.70 5.59% 2,973.79 5.59% SUBTOTAL 3.859.956.97 98.13% 280,099.fi5 98.73°!0 1.29% BOND 49,793.44 127% 3,613.29 1.27% 677.73 1.27% TOTAL PROBABLE CONSTRUCTION COST $3,909,750.41 100.00°, S283,712.94 100.000!0 $53,214,67 10^0.00% , I t ... ............._................ _- _............_ _ _ I - I i `s I € aK t�sriri i by Gary ISQ20113 Paga i of i 1 , f Page I of I CMS-Construction Management Services,Inc. 10 Fairway Drive,Suite 3011 Deerfield Beach,FI 33441 954-481-1611 CMS FILE#2126 MIAMI BEACH CAPITAL IMPROVEMENTS CITY OF MIAMI BEACH PAR 3 GOLF COURSE 100%SUBMITTAL COST ESTIMATE October 1,2013 PREPARED FOR: CITY OF MIAMI BEACH QUALIFICATIONS ITEM .......... I THIS COST ESTIMATE IS BASED ON A STANDARD OPEN-BID PROCESS....................... 2 'GENERAL CONDITIONS IS BASED ON A"ONTH CONTRACT. ................ .................. 3 1 THIS ESTIMATE IS BASED ON CITY OF MIAMI BEACH CAPITAL IMPROVEMENTS PLANS IAND SPECIFICATION DATED 812812013. 4 Due to the present volatile nature of the construction market,construction material 'cost could change substantially prior to construction. ............... Allowance for Permits of$100,000.00 is included in General Conditions. _6JlMpRqt fees are NOT included. 7 sand special q.ment is NOT included(except as noted). 8 Asbestos abatement/removal is NOT included. ­­..--.11-1--................ 9 1 Lead paint abatement/removal is NOT included. —Z_n 101 [Petroleum or contaminate abatement/removal is NOT included. ........... 11 Security guard services are NOT included. ................ 12 Offisite storage is NOT included. 13 Night shift I overtime work is NOT included. ............... 14.:Phasing costs associ_a_ted with.the work,are 1 incluI ded, ­.­­I.....---­­............... ........... 15 -Costs are based on work being cerformed during normal hours. 16 'Testin is NOT included. 17_j impact feesor ottler utili comp ny charges are NOT included. ............. 18 i Si nalization is NOT included. 19 Concrete slab over water main per note 3 on PD-03 is not J.ncluded._(quantity unknown.).. 20 No fire alarm,securityfintrusicn detection systems are included.(qpqq. 21 No lightning pf9jitq Ltqr§y§terq j s irjqlud (none shown) ................. 22 FP L meter and water meter are not included. ............ .............. .............. ................ Prepared by Garj Weinstein 101812013 Page I of I .......--------- ............... ......... ... .... ................... ..._.... UO" ENERAL CONDITIONS is { i j i i i I f I I i I 3 f i 3 i I GENERAL CONDITIONS CMS-CONSTRUCTION MANAGEMENT SERVICES,INC.Gonfidential Page 1 r CMS-Construction Management Services,Inc. 10 Fairway Drive,Suite 301 Deerfield Beach,F1 33441 954-481-1611 i CMS FILE#2126 MIAMI BEACH CAPITAL IMPROVEMENTS CITY OF MIAMI BEACH PAR 3 GOLF COURSE 100%SUBMITTAL ' COST ESTIMATE I October 1,2413 GENERAL CONDITIONS _ # Description Quantity Unit Cost I Unit F TOTAL COST Sub-Total .....................-------------------- . —_ CONSTRUCTION DURATION 1 9!Mo_ - -�_---------- �...... 39 jWlk. 274 Days C_ONSTRUCTION _IABILITY ..._............. i_ . ................... 1�-G.C.1i€�bity 1.-00�Ls. 41,162.00 1 _-_541,162.00 ,.. _.... ... 2 'Bldrsrisk 1.00;Ls. S 28,065.001 528,065.00'. 3 !Allowance for Permits i 1.00.L� s. 5 100 Q00.00 _ $100,000.00 4 ;Sub bonds _—_._.._._...__.—.;_ 1.00,Ls. a, _38,729.70 $3§!729.70';_._. 5 Initial CPM schedule E 1.00'Ls. ?$ 1,500.00 $1.500.00? 6.......Monthly CPM schedule update 8.00 Mo_ 500.00 I — $4.000.00 _ f..._.._.__- SU B-TOTAL ; _ $213,456.70 .............................................._...__ _........—.._.. _...__ __ .___. ............._.._......__..._.. __............_..___ Mobilization 1 jConmct to Existing Power Service(FPL Connection) _— 1.00,Ls. . $ 5.000.00 1 $5,0CC.00 2 Temporary Peters Connect to Existing Power Service 1 QG:Ls $ 1,200.00 Y - $1,200.00' 3 I Temporary Water Meters&Connect to Exisfing Service ! 1.00i,-q $ 1,200.00 $1,200.00 4 ;Mobile Office mobilization/demobilization)-_....- $ 1,500.00 $1 500.00 --_ �_—_ —__............_._._..._......_...._.....................__......_ .............. .. __._._ _.._,...._m_.__._.... SUB-TOTAL -�--- _ _ #_ _._— $8,900.00 — -'------_..........._..__.. _ _ E • � f Project Supervision __.1 Job Site erect Marl er 9.75.Wk. $ 1,860.00 $18,135.00: 2 IJob Site Project Superi ntendent 39.00,Wk. $ 1,400.00 _... $54,600 00. _ _ .__.-___ _.......-_ �. _ 5_'Office S!1 Staff 39 OOFWk $ 1,100.00 i $42,900-00 3_Field Engineer 3900;Wk ! $ 1,300.00� $50,700.00 SUB-TOTAL _. ---- $166,33500 ..... .... .. .. _-...., __..s.__.—__ As Builts 1. `Certified"As Built Drawina� _ __...__ ____. _ _._ 1.00'Ls— .�5..... _2.500.00 � $2,500.00, SUB-TOTAL , I ......._._...._.__.___._,.—___._..W,_._..-_..._......___...__..._..__. { Testing&Survey"._. s $3,125.00 1 s Building Survey Layout(2 Person Crew___ _. _ ____.____ __' S 00 Oars 625_QO 1.. 18.4i'Acre_ $ 1.600.00 2_ 'Field En ineerir, Grades,Layout,Survey— _ 3 Final Survey _ _ _.. _.-_!_---1 00 Ls. 5 2,600.00 $2,600-00 SUB-TOTAL $35,188_99 ---.._....--- 4 Photographic Records 1 1 !Monthly Progress Photos 9.00;Mo. $ —.__... $1,800.00 2 'Aenal Photos . ,..___ .-_ + 9.00.Mo, $ 250.00 _......_.__� , ..........._..... .......__.............. ....._ .._.__.:_. .........._..... _ 'SUB-TOTAL $4,050.00 I Materials 8 Equipment LMaterial&Equiomenf(maU tools_._.._ _ 1.00 Ls. $ 5,000.00 $5.000.00 2 4scelianeous;Truck,Crane,Lift,Backhce-Rental 35.00 Days $ 575.00 $20,125.00 ! SU&TOTAL = _. _.._ _..... _. $25,125,00 . Page 1 of 2 Prepared by Gary Weinstein 101$12013 Pa 9 if F GENERAL CONDITIONS CMS-CONSTRUCTION MANAGEMENT SERVICES,INC.Confidential Page 2 i CIVIS-Construction Management Services,Inc. 10 Fairway Drive,Suite 301 Deerfield Beach,F133441 954-4814611 CMS FILE#2126 i MIAMI BEACH CAPITAL IMPROVEMENTS CITY OF MIAMI BEACH PAR 3 GOLF COURSE 100%SUBMITTAL COST ESTIMATE October 1.,2013 f { GENERAL CONDITIONS a # Description Quantity Unit Cost I Unit TOTAL COST Sub-Total Temporary Utilities --.. ._., -...__._ ._............ ... 1 jemporary Electricity to Construction 90_00;Mo. 2 Water Charges to Construction Site 2,02,2,! 9.00'Mo. $ 307.00 $2,763.00 ..... 0000- _ 3�'Tem ora Tel2phone&Charges ' 9.0D Mo. _ �S ..-T 300.00' _ $2,704A0 .._...._...._................ ___....___. :SUB-TOTAL ; i--X11,313.00 __._ ._� __.___ .t.. ...... 2, -.. . .Temporary r,ra�r ConStruction Fencin ..2,000.__ ......0000_--_.__.__.._._l- ._..._.-0002,__ _ 1 W Chain Link Fence Rental I 550.00`Lf.Per Mo.; 6 0.65! $3,217.501 .. _.....__-....._._. _ 02,2,0 002,2,_.W._...__ ,....._..._.__..._..__.._..._____.____...� 2 8x2:4 Chain Link Gate Rental 2.00 EA-Per Mo` $ 46_50_ SUB-TOTAL ' $4,054.50_- __....._......-2,2,0.........2,02,2,-. �. __ _._._._..._.._.._. Job SFrTS __...__. ....r_ _ .. 00 00... .2,.2, 0.0 00___ ._.. __ __. ._ _ _ -..2,2,00... 0 0----- �__......_..__, 1 Project Identification&Signs �_ 0000_. _ 1.00!Ls. ' S 1,500.00 $1,500.001 __-�- ._- .... 0........0.2,.2,...2,2,.2, 2....._:Bulletin/Permit Board 2.00 Ea. $ 210.00 i. $42Q.GQ; ____.._.._...... �_.._..... ..... -_- - _.............. ,9 0. 0000.. SUS- .. _._...__ �__.__...-..___.__.._..w_.__.___�._..; - .__.____ _.___............_.__._... ......_............................ . r...._�.__._ 2,000._.�.__..__ ................... Site Offices _. -....._...._._.._._.__._._.................._.........__..._._.._.........................._.. 1 ;Field Offices w/HCP RR&a/c,&furnishings) _-__...._.1..-,-_.9.00!Mo_- .--.-�..6 965.00 $8,685.0.0 2_-- _._ _ Field Trailer,Storage-Lease ( 9.00=Mo. $ 275._00 1 v $2,475.0 _....._.. ...0000 2,...i SUB,-TOTAL $11,160.00 ................................._...._........ ..._..... - Toilets ._._.__..___ 1 !Field Office Teme Holding Tanks(_2 pulls per weekZ 1 9.00 Mo. ( $ 40Q.00� _ $3,600.00 5002,_ --Mo.-----�- �-__._..._ 2 ;Sanitary Facilities(#11 __ _ -. �- _ 9.00 Mo. ;$ 95.00 1 $855.00 _. ..._.. _ 34Sanita Facilities(#2} ( --- , i'y _ 9.00 Mo. $ 95.00 .. _ ...._.._.._ ._.2,000._ ..__._.. �._ $855.00 . _. _ :SUB-TOTAL _ $5,310.00 _ ....T 2,._.......................__....____ _ i I , _- �� i Job Supplies _ _-- ._......._ .__..... >........M..............__._.._.._....._.._.__502,2,_- __-.f _ 1 Additional Cop f Drawings _ i 1.40 Ls j . $ of 2.500.002500.00 ......__..._..........._...__....._........._.. .,.. _ _ _...... .._.._.... _ 2 Copier Machine-Lease 9.00.Mo. ': $ 200.00 $1.80000; _.___._. _ 2,002,_ _ _- 3 Fax Machine-Lease i 9 00 Mo 05 00_ ax ._........_- . e _.. $ 50.00 - $456.00' 4 :Frst Aid Facilities(safety} r i 100 Ls $ 450.00 S450.00. 2,002,_.._,2,000_,..2,000 ._ _ .�.- 2,000 2,2,02,._ __._._..._.._._- -- _ ._ , 5 ;Office Supplies ! 9.00 Mo. $ 200.00 $1 8co.Od _ �... _.$A 6 Two Way Radio - 900 Mo. S 11_ 2.09 _ $1 008.81 -_ 7 Water Cooler-Lease 39 00 VV't. T .._0000._ 50.00 $1.950.00' . .. _.. �._._. 5002. -SUB-TOTAL _. _ _.__. ... ? 59,958.81 _........__.._..... ..�_...__............52,2,2,._ _:. _.. .._.......-2,000_. ; ' ,...:..................._2,02,0.___2,2,2,5 0000.�__._____002,2,_2,2,2,2,... .__...._.....____..__.2,2,2,2,.._ 02,2,2, __._. ........... .___. _.._....__<............._._..__... Construction Cleaning ( _. -1C 2,02,0._. 1 F na leanup j 1.00 Ls. ° $ 2,500.00 ' _ 2,50000 _ a _ . 2,0 0 0. _2,500 _ _. _. _._._._..__..._..._. . 2..._.::SiteCleaning 39.00 VV'c. _ . _. . _ ....250.00..a... .. ...___ 9,750.00 _ ro.._ �. 3 :Trash Removal Dumpsters 27.00 Loads - 300.00 $8,10.000 W..;SUB-TOTAL _.._. _.. -- - $20,350.00 i j 0002,.. _.......... TOTAL"GENERAL CONDITIONS $519,622.00 . . ......._............_..__ .. __. _ _ .._.........---._......_......_._..__._. __- Prepared by Gary Weinstein 101$!2013 Page 2 of 2 g t i i Z i 1 i e g� 3 f' i I f I 3 3 1 i i 1 I � t e f (I EEE F S E i f 6 i s z y k 3 1 S I T EEO, .:.:�._..:.:.,'_:.:.:__.......:...' .e:,.,,A,».b.,,,,.,,�,e..».,.,,»,,.....o,.,�,.»,-....•»,..>w�,. -H.we-.w.....n.-........we.,,w.:,.H.w..,wrx�karz�^�,nrmmnM„�.w...„:,.r i i CMS-Construction Management Services,Inc. I 10 Fairway Drive,Suite 301 Deerfield Beach,FI 33441 954-481-1611 CMS FILE#2126 MIAMI BEACH CAPITAL IMPROVEMENTS CITY OF MIAMI BEACH i PAR 3 GOLF COURSE 100%SUBMITTAL COST ESTIMATE October 1,2013 PREPARED FOR: CITY OF MIAMI BEACH SITE DIVISION DESCRIPTION QUANTITY UNIT OPT AMOUNT ( E ? I ! I 01 01000 GENERAL CONDITIONS S 478,395.65 01000 `GENERAL CONDIT{DNS f 1 LS ! 478.396 478,395,65 g i i 02 02000 SITE WORK S 1,540,713.12 _ —:02000.00020 MOBILIZATION f 1 LS t 15.000.00 S _ 15,000.00 ......_..___ — _ 02102.00000 DEMOLITION 1 LS 5,000.00 S-_ 5.000.00 ......._..........__.,_.____-_....._.................-..._._.._ _ _ ;02102.00000 4CLEAR&GRADE - _.............._......._...................--.......--..............._.............._._ - '02102.10000 CLEAR/FINE GRADE-GREENS _ _. -9 i-F� 1,850.00 1 _ 16.650.00 02102.10100 '.CLEAR/FINE GRADE-FAIRWAY&ROUGHS 17 i AC I 1,450.00 S 25,251.74 .............. ....�...___...... — '02102.10100 'CLEAR/FINE GRADE-SITE OTHER THEN GOLF AC 2,550.00 $ 2.024.19 COURSE 1 :02106.00000 EROSION CONTROL i I ' _...._.SILT FENCE ` 4,238 LF 1.55 g_ 6,568.90 ......_..._....................._.........._._...._._.........._....._. . —. STRAW BALES 2p EA_t 28.00 S_ 560.00 ..._..._..........__ ........ _._...... =..__....... __._ TURBIDITY BARRIER --� 50 LF 37.50 S __........_...._...._ ,..--- 02200.00000 ;EARTHWORK ...................••__...W__._.. SITE GRADING 02210.00500 BULK EARTH WORK -_---� 103,983 CY 2,,25 S 233,962.46 I 02222.00000 'GOLF COURSE AREAS CONSTRUCTION I `SHAPING HOLES _ EA , 5,.00,00.......S 45.000.00 'CONSTRUCT GREENS 42.317 .. SF - 2 75 S _ 116,371.75 ..........._..........._................._...._..... _.._._.. __ 12,451 SF 2.25 28.014.75 CONSTRUCT TEES 54.897"'.1 SF 0.75 _ $_ _ _ 41,172.75 _ _..___.__...._..___.___.............._..__.........._....._...___-..... iCONSTRUCT BERM _ 71,565 i SF 0.45 S 32.204.25 i Prepared by Gary Weinstein 101812013 Page t of 7 i i SITE DIVISION # DESCRIPTION QUANTITY UNIT S/UNIT AMOUNT E ; ;CONSTRUCT LAKE BANK 58,161 € SF s 0.44 _ __._.__. _.,_ _...._ _ _ I _._. ___..._._.-........._..._._ 02810 IRRIGATION _... .. IVALVE^IN_HEAD�-SPRINKLERS _. ._... .............____. L ._.__..--___ .._. __._..........__....._.__...... EA ;PART/FULL GIRCLE 70'SPACING 175 `_.__ _ _-193.00 S 33,775.00 _.__......_..._.._...__...__.__..._. _ _._ _ IPART/FULL CIRCLE 60'SPACING#8 !_-26_ 1 EA 148.50 3,861.00 _PART/FULL CIRCLE 60'SPACING#1.0 106 EA _148.50 $,. 15,741;00 PARTIFULL CIRCLE 60'SPACING#15 - 396 EA 148.50 S -...J8,806-00 58,806.00 ..._...................................._..._ PARTIFULL CIRCLE 50'SPACING -12 EA .89:00 _ S. _._..w-._1,068.00 i TURF ROTOR 5"POP UP#9 ( 145 ? EA ( 10.00 S 1,450.00 _ t 1 VALVE$ -T3---6"HOPE MAINLINE VALVE ' 11 EA _400.00__ $ 4.400.00 s �8"HDPE GEAR DRIVEN/AVK D.I,VALVE 2 EA ' 530.00 F$ •_ ... 1,Ofi0.00 LATERAL VALVE ASSY _ ___._.... ._. _. 18 I-A...> .250_00 $ _... 4,500.00 �1-112"AUTO VALVE(COMMON GROUNDS&TEE ,COMPLEX) _ __. _...35 . E!°`._` 53.00 i S 1,855.00 i. !2"AUTO VALVE COMMON GROUNDS 13 EA ! 60.00 15 1.040.00 M..............._.....__....4..__._... � � �__._._-_.__._r I {QUICK COUPLING VALVE 22 EA 61.00 (,S_._...,-^- 1,342.00 _ !2"C.I.DRAIN VALVE I__2 EA 80.00 S _ 160.00 2"AIR RELIEF VALVE - 2 EA €_ 80.00 S _ 160.00_ ..._....... _...._..._ _-...__.__...-__......._.__.. _..,_.....__.._._.........._._..._.___.___.._ ._ i BRACKISH WATER MAINLINE HDPE PIPE 1"HOPE 9,450 1 LF 0.96......_.....J$ 9,072.00 1-1/2"HDPE _ _ -.- 3,26_4 LF 1.22u _3,982.08 2 HOPE _ _ _ .._......m. .._.. _..........._�. 5,890 _ LF_I__.._ 2.04 $ _12,015.60.. _ ..........................__..:,......................_........................ -._...._.___.».-__........___.__..._..._.__._._............_. ..... .._.__._...» .- - _7,.._,.._._-_.. :3"HDPE 410 I .LF 2.25 !S 922.30 !4"HOPE 4,852 LF - 3.85 S 18,680.20 =6"HOPE 2,204 1 LF 8.13 v.S _ 17,907,50 !8 HOPE 280 i LF 11.98 _ s 3353.00 _. __...__.._..._.........._._......................_......_....._-.._.... _ !POTABLE WATER HDPE PIPE 14"HOPE 4,980 LF 3,85 i $ 19 173.00 6"HOPE 280 LF 8.23 'S 2,303,00 SATELLITE CONTROL �120V DIRECT BURIAL TREY CABLE#10 _ 26,350 LF ' 0.69�.w.S 18,1 1.50 ...�..._..__._._.__.._iTORO COMM WIRE '_. 910 LF 0.75 I S...._.__.... 662.50 `TORO LTC+MODEM 3 EA I 1,000,00 S 'TORO LTC+RADIO _..__.._ ......._..._.._........_._.........._... _. ,.._....____ EA...._. 2 D00.00- S 2.000.00 _____._ ................_....... ......�.........._............................................._...__...._..___.__........._.._.__........ ,_ _...._................_. LS 83,570,50 S ._.� 83,570.50 _._ s PUMP HOUSE(PUMP SYSTEM) 1 _ ! LS .I„ 213,756.00 i $ 213,756.00 ............... ` I --- 02950.01 :TREE PROTECTION CHAIWQNK FENCE--- ._.- ! 4,340 LF { 5.10 _._ _22,1.34,00 ....r_........_._...E..-.....___-__..............s._....._...__.._......._..____"_"""^._ -____-__-_....._.,..,.._......-..._....._-._,._....�.,_..-._..-..-....._._f ! 02950.02 ,TP,EE PROTECTION SNOW FENCE ! 3,470 LF ; 4,00 s 13,880.00 -TREES&GROUND COVER SMALL 0-10FT,MED 10- 16,LARGE 16 TO 20,EXTRA LARGE 20 TO 60 02950000 RELOCATE TREES ! ! EA j SMALL OAK UP TO 4-10 FT DIA CANOPY t ..._._...33....__! _.....437.00 8 13.984.00 ,SMALL SAPODILLA_-6 FT DIA CANOPY 437800 _._..........__._._._. MEDIUM SAPODILLA 12 FT DIA CANOPY 1_ z EA 4_77.00 S 477.00 _ _ _ _ _ -LARGE SAPODtL9__23 FT DIA CANOPY_ i _ ..�___.. EA- 550-00 ! 5 - 550.00 MEDIUM SILVER BU T TONWOOD 12 FT DIA CANOPY `: 3 EA 477.00 S 1,431.00 SMALL PIGEON PLUM 9 FT DIA CANOPY_ �; 1 EA 437.00 5 437.00 MEDIUM PIGEON PLUI41 14 FT DIA CANOPY T 1 EA 477.00_ _ _ S 477.00 LARGE ROYAL PALM(17.23 INCH TRUNK)20- 26 FT __..._._..._...._._L_...__..._. ...____. DIA CANOPY _ 3 EA 550.00 S 1,650.00 _.._._ { MEDIUM.JAPANESE FERN 13 FT OIA CANOPY 3 EA 477.00 S __-1,431.OQ MEDIUM PONGAM 14 FT DIA CANOPY - 2 EA 477.00 S 954.00 Prepared by Gary Weinstein 1 01812 0 1 3 Page 2 of 7 € i I SITE I DIVISION # DESCRIPTION QUANTITY UNIT S/UNIT AMOUNT EXTRA LARGE CLUSTER SEAGRAPE 50FT DIA } 1 .__._�._...__ 800_00.......a_ __.. ......-__. 800.00 _ __ EXTRA LARGE SEAGRAPE (18 INCH SPLIT TRUNK) ; 40FT DIA CANOPY 1 ?_FA 800.00 . 5 800.00 ___..__.__.__...._..._....._..._.___._._._._ _...__.._._.-__.... __.._..._.._-__.._........._LOADS 2,070.00 S 6.210.00 € MOVING TREES ON SITE 60"BALLS 3 _ ._.... 02950.00 :REMOVE __.... i EXTRA LARGE WOMANS TONGUE (8.7 FT SPLIT ` a (TRUNK)34FT DIA CANOPY 1 I EA ` 1,200.00 S 1,200.00 - _-___._._ _._t.._.__.. .__.,. ...___...�.._.__..W___.._..... --_..----� !SMALL ALEXANDER PALM UP TO 4-10 FT DIA CANOPY 2 EA 230.00 S SMALL STRANGLER FIG 8-10 FT DIA CANOPY �- 3 _ EA 230.00 S _- 1.150.00 -_____.__.L.._......--- _..........-_ !MEDIUM STRANGLER FIG 12-16 FT DIA CANOPY �_5 _�-230.00 S 1,150.00 LARGE STRANGLER FIG 20-24 FT DIA CANOPY _ 2 EA 230.00 S 480.00 ..............._......, _ ... . MEDIUM COCONUT PALM 10 FT DIA CANOPY_ 3 EA 230.00 690.00 __MEDIUM PONGAM 14-16 FT DIA CANOPY 1 i_EA 1 230.00 !S 230.00 _..._.._.._.._-......_ .................. .. ._.....-__ MEDIUM SCREW PINE16 FT DIA CANOPY ~-�� Y I EA 230.00 S- 460.00 MEDIUM SABAL PALM 14 FT DIA CANOPY -��.._.� ;�EA 666.00 $ 666.00 _._.._. .... ,. .._._......_. LARGE SABAL PALM 18 FT DIA CANOPY__ _ 1 ? EA_1 666.00 S 666.00 LARGE CHINABERRY(18°&18"SPLIT TRUNK)21 FT € DIA CANOPY _ I 1 - EA 646.00 .. .............._646.00 - . . .. LARGE SCHEFFLERA (18"&18"SPLIT TRUNK)27 FT DIA CANOPY _ ` 1 496.00- S_ 496.00 LARGE ARECA PALM(2°TO 4"TRUNK)16 FT DIA CANOPY 1 EA 230.00 i S 230.00 EXTRA LARGE ARECA PALM(2"TO 4"TRUNK)24 FT I I I DIA CANOPY _ _ _ _ 1 .-EA 1 880.00 S _- 880.00 -_EXTRA LARGE FICUS 42 FT DIA CANOPY -_ 1 EA i 880.00- {S 880.00 - __....__..._......._._. EXTRA LARGE RUBBER TREE(12"-28" TRUNK)40_ �. 62 FT DIA CANOPY' _ _ _ 3 EA i 1,080.00 S 3,240.00 .- MEDIUM SCHEFFLERA TREE 15 FT DIA CANOPY i -1 EA!{-280.60 ! 280_10 EXTRA LARGE SCHEFFLERA CLUSTER 28-32 FT DIA CANOPY 2 ' EA 1,080.00 S 2,160.00 EXTRA LARGE SCHEFFLERA CLUSTER 42X25 FT DIA i l 'CANOPY 1 1,200.00-�$ 1,_200.00 -_-� €MACHINE LOAD 2 MILE HAUL TO DUMP ! 3 lOADSs 2,070.00 �$ 6,210.00 ( 0.2950.00 ELIMINATED ASSUME RELOCATED �-_. z .._. SMALL PALM 8"-`I V TRUNK WITH 6-7 FT DIA ;CANOPY ! 2 ! 400.00 S 800.00 ............_......._..........:.............. _.. _-.- _ .....__ ... t , a • s i , _ 02950.00 ?NEW TREES&PALIIIS :CABBAGE PALM 26 1 EA 220.00 -5 5,720.00 !SABAL PALM 10-12 FT 12 i_ EA - 260,00 !S 3,120.00 ;MAHOGANY .__.. -_ 2 EA 186.00 S 372.00 GREEN BUTTONWOOD - -- _____ 21 _._.1_EA 140.00 IS _2,940.00 HONG KONG ORCHID _._..._...___......_._...._....-.. ._ _,.- 3 i EA 148.00 '$ 444.00 ORANGE GEIGER 1 3 EA I 170.00 S_._............._.........-_510,00 .......:.._....__.._._.__._.... _._.._,. ; S 630.00 FRANGIPANI i 3 s„ EA 210.00 ......... ;WILD TAMARIND 3 EA '_ 150.00- . S _ 450.00 -.-_................_._......._... _^._-.....__ _-_-._....._ .._._._._._...._.._.. ..__ 'SINIPSON'S STOPPER 3 EA 170.00 S 510.00 _. ._._......-w_.._.____ ___. . _ ,_.._._....___ TRUMPET TREE _ ._._...._.i EA !_.. 240.00_ ;S - -1^A r 140.00 420.00 ;PARADISE TREE _- 3 5 , _ .__._..___...._...... -- 02950.00 ;NEW SHRUBS -=RED TIP COCOPLUM _ 645 7.00 S - ._..4,515.00 HORIZONTAL COCOPLUM 230 EA 1 7.00 S 1,610.00 COONTIE _ _.__ . _ .__. 3_40 _...__..__....... ......... ... ................---- � E11 9.00 __.!�.,_-_ 3.060,00 SEA GRAPE 95 .. ._.......__....... _--_ _ _.EA 8.00 `�S 760.00 DWARF VAR.SCHEFFLERA'_._....,. _._._ 195 . { EA 7.00 ;$ 1,365.00 BLUE BERRY FLAX LILY -. , __.63 I 7.00 S 455.00 _.. _. _ _. FIREBUSH € 9D 630.00 MUHLE GRASS -- _ ...._...._.._..._._.._.._.__.._._.-,_. 60 -. EA 7.00 4-- ___ _._..._._..420.00 BLUE PLUMf3AGO 55 ? EA 7.00 r S 385.00 1 Prepared by Gary Weinstein 1018/2013 Page 3 of 7 ......................____.___-_____.___........_......._ SITE DIVISION 9 DESCRIPTION QUANTITY UNIT SILINIT AMOUNT i I _ .. _._.02950.00 ;VIEW GROUND COVER -_.......______.....__..,..._ _._ 'EVERGREENGIANT LIROPE_.-----...........-..---.--- 935- 10.00 S 9,350.00 T _ _.........._..... ._..�__ _...._.._ 02950 60 ;NEW GRASSES ................__.. .._.__. ...MUSHLY GRASS - 5,77D- EA.. 3:20 ' S 18,4.64.00 ;SAND COR1>GRASS 1 5,585 i EA _ 3.36 i S .� 18,765,60 SEASHORE OROPSEED - 3,195 EA 1.60 S 5 112.00 ___. .... �._.......__...._- FAKAHATCHEE GRASS - i 3+0 _EA_! _ 1.68 _S 957.60 t i 02950.00 NEW TOP SOIL AT TOT LOT&SPLASH PAD AREAS # I 70M SANG MIX TOP SOIL AT ALL SOD AREAS 10,N0 , SF 26,250.00 5050 TOP SOIL ATALL PLANTING BEDS ! SF 3.50 3 14,700.00 02950:00 'SOD i ____.__..._..__.._._.... _._._....._...........-_-............_._..........__......_.___--.. FLORATAM ST AUGUSTINE SODDING AT TOT LOT& ' SPLASH PAD _ 10,500 Sr 0:28_ 5 2,940,00 ' PLATINUM SEASHORE PASPALUM SPRIGGING TO i ?GREENS 43067 SF 0.65 i S 27,993.55 ,SEA ISLE 1 SEASHORE PASPALUM SPRIGGING TO _ TREES 42,187 SF 0.65 s -; :SEA ISLE 1 SEASHORE PASPALUM SODDING TO i _ FAIRWAYS&SLOPE 201,501 1 SF ; 0.55 S _ 130,975.65 ;ST AUGUSTINE PALMETTO SODDING TO PARKLAND! 9,622 SF 0.28 j 5 ...,.,._ 2,694.16 ..._..__..._......._............._.._. ____---._._...N ••-- 02950.00 ;NEW AQUATICS _ �...L... __.._........_.......___.__..._........ _ ____._.... 00 SOFT RUSH 890 EA s 2.7D 1 S_._.,_ ..,... .403. - 'SPIKERUSH 520 ' EAR_ 1..50 $ ._.. 780.00 220000 PLUMBING g 31,860.00 'PLUMBING SITE i 221000 GENERAL CONDITIONS !S 4,860.00 -- _...._...._.....;............._._...,........_..._.............i........_.......................... .......... ._......... - 221116 WATER i 5HT C300 2"CORP STOP ;---- -+ 264.00 $ 264.00 670.00 S 670.00 t i2"DOM WATER SERVICE $2 LF ' 34-00 3 2,788.40 _...._._.__t2"G.I.DOM WATER SERVICE : 36 ; LF 1 21.50 S 774.00 it BFP _.._..__.. ._._.........�_._ . _, F 2,050.00 $ 2,050.00 2"90 1 EA_ _116.00 5 116.00 _..__.._.................._.......____._.._....... -...... --- - SHT CW0 'SEWER '4"C900 101- - LF f 31.005 3,131.00 'GRINDER PUMP STATION - 1 EA 12,922.00 ;$ 12,922.00 }4"CO ' t EA 113.00 ;S f 13.00 _..._... _.__ . _. _ _. ._...._......m....-._._..___..._.._..........-_.___...... . ._. ___....._ 3"SS FM 37 LF 26.00 S 442.00 CONNECT 3"PVC FNI QX3 TS+3"GV)_.........._......._..__._...-�___._ EA 1,580,00 ' S_ - 1.580.00 ... 112" O SHOWER --100 LF 11.50 S 1.150.00 _ I RINSE SHOWER w__. 1 ' I S j 260000 ELECTRICAL 5 71,815.43 3 3 SITE ELECTRICAL I 260= ELECTRICAL GENERAL _ __� ELECTRICAL GENERAL CONDITIONS _ r # _ j s -._6,528.68 j ......! i .. ........._.. I ITRANSFORIVtER PAD _. 2....__ EA 250.00 5 _-_..._.....500.00 PULL BOX ---__ _ .__ - EA 945.00 S 945.00 _. DIRECTIONAL BORE 2 FPL SUPPLIED(5") I iCONDUITS 1 LS 2,552.00 S 2,552.00 Prepared by Gary Weinstein 10/8/2013 Page 4 of 7 SITE 51VISION 9 DESCRIPTION Qu1 AHTITY U-NIT-1 WUNIT AMOUNT t f I -260533 ;CONDUIT 314 TO POLE UTES -- 16i} LF 8.20 S 1,312.00 1-1/4 TO STARTER SHACK 270 LF 12.90 S 3,483.00 _- -T............_-_. 1-112 TO F&A --- _100 i LF 14.65 S 1,465.00 __.___._.........___3"EMPTY,FOR IRRIG PUMP 730 f LF .__._37.00 S - 27,014.00 i __._...__..._.....!_-._-.____._....._.._..:WIRE_ __.. ' _ __.;._...___ 410 320 -.j..._EA _0_69 .. l ._._.-._...._...__..---220.80 4 540 ! EA 1.90 €5 1,026.00 #2 -� 350 �m EA i 2.67 ..._.._ $ _934.50 -- _ -.. _.....--._..._--...._ _ _._....__..._ __.__.. _. 350K j_.._ 730 EA 11.50 $ ._..___ 8,395.00 ..............E..._.....-.. - _- 260526- :GROUNDING -- I _ -^ `#10 110.40 148 TO F&A 140 EA-;- 0.93 I S -- _93.00 i_ 270 -_.......... EA , 1.90 =S 513.00 ----_ -- #2 365 EA I 2.67 _ S 974.55 .. ....................-_..._.... _ 1 DP 400A,277/480,3P,4W N3R�_--. 1 - EA 3.725M ;5 3,725.00 i METER CAN i -_ EA - 2,200.00 !$ 2,200.00 .............................____-__..___ ._.__....._.>__..___..........._........_...... .._._._-_..._ ;SUPPORT 1 i EA 1,000.00 1$ 1,000.00 __...._.__..........._....-..._............_.._ _.___.._._......_..._._....___--------- DISCONNECT 400A 1 ; E.4 3,11 $ 3,800,00 ;FIXTURES -.... - POLE LITES 2 EA 2,513.75 ($ 5,027.50 ' � I _........................_........_.._._._ f 32000 EXTERIOR IMPROVEMENTS $ 1,087,187.11 32100 !PAVEMENT CURBING&SIDEWALK !._....-.. 10 FT WIDE CONCRETE WALKS 1,270_ LF _ 50.00 S _._., 63,500.00 i 8 FT WIDE CONCRETE WALKS 175 LF 40.00 S 7.000.00 ._.._......................-.-.�5 FT WIDE CONCRETE WALKS....._.._.........- ___-_� w 555 ; LF 26.50 .S 17,357.50 16 FT WIDE JOGGING TRAIL(ASPHALT PAVING-1 - TYPE S) _2,008 LF 4.80 - $ 9,638.40 ;12°COMPACTED SUBBASE __....-._ 29,423 SF y 0.49 :$ _._._..-...._...._I�°UNFROCK BASE - 16,723 ..'1.03 $ 17,224.69 'ASPHALT PAVING-1.5"TYPES 4, SF ? 0.85 _F S _ _ 3.978.00 12°COMPACTED SUBBASE 4.6 SF 0.49 f S_- 2,293.20 -_- _i 8"LIMEROCK BASE _.. _...__................... 4.6£0 SF 1.03_..._i 4,820.40 CUT ANQ PATCH ASPHALT AT NEW WATER LINE 510 NSF 18.00_ S 9,180.00 l ;TENNIS COURTS 28..793_...._'._...SR_# 4.00 _i.g 115,172.00 1 `12"COMPACTED SUBBASE 28,793 SF 0.49 (S 14,108.57 :_......._.......__.....__..__.._._. .___.___..._........ l......__.--._.._._,S 29,6,.6.79 16"LIMEROCK BASE _._.....__..__.__.__._._-___ 28,793 _> 1�Q3._ ICONCRETE SIDEWALK 4;655 _ SF 5.00 `3 23,275.00 [12"COMPACTED SUBBASE 4.655 SF 0.49 2,280.95 i 6"LIMEROCK BASE V---- - 4,855 1 SF 1.03 i S 4,794.65 TYPE D CURB 370 LF 15-00 5,550.00 'CAR STOPS 9 EA 65.00 _ $ 585.04 DETECTABLE WARNING 4 EA 25.00 S _-_100.00 4"PT.PK'G STRIPE 168 _ LF 12.50 5 2.100.00 --- _ ._. _._._._._.... _. _. _......._.... ..............._._. HCtSIGN&LOGO .. _._ __ _._ HC.STRIP SL.4"BLUE 7x18 _._..._- 1. 1 EA 225_00m?_.__...._. 225.00 DETECTABLE WARNING_ 4 EA 25.00 5 1CQ.00 STOP SIGN _ _�....___....750.0'0 m$ _._......750.00 ...--..._........_...................... .. ..... ..... _. �- TURN SIGN 1 i EA 250.00 S 250.00 32790 RESILIENT SAFETY SURFACING 'POURED 4"VITRITURF WEARING COURSE AT TOT i LOT(SEE TOT LOT PLAY EQUIPMENT ESTIMATE) 0 SF 0.00 '•a Prepared by Gary Weinstein 10f812013 Page 5 of 7 SITE f DIVISION # DESCRIPTION QUANTITY UNIT SIUNIF—F AMOUNT POURED VtiRITURF BASE MAT(SEE TOT LOT PLAY ...._.......:._____-___..._..._ EQUIPMENT ESTIMATE) ...._SF O.Od ......_.. _ ........ ' i ; F ULTRA TUFF-100 F COATING,BLUE,GREEN,GRAY ISPLASH PAD S( EE SPLASH PAD ESTIMATE) 0 I -SF _ 0.00._ ;s - - _.... _ -�-_ — 1— ......__._......_._. _!_.-__ —__..._._ _..._.._______......._._-----........... _. 32825 ALUMINIUM FENCE S GATES ( _ - -___......_.._.... __.....-._.......__- .. . IDELGARD ALUM FENCE 54"HIGH 2 1/2'x1"PICKETS !AT TOT LOT i 308 LF 50.00 _..i._5..... .......'15,400.000 1�DELGARD STYLE ALUM FENCE 54"HIGH 2 1/2"xi" ( i -----._....._.-IPIGKEI S AT SPLASH PAD 220 ! LF 50.00 S ........ _..._11,000.00 !DELGARD STYLE GATE 54"HIGH 2 112'x1"PICKETS j i - AT SPLASH PAD 1 EA 700.00 S 700.00 !STRATFORD STYLE GATE 54"HIGH 21/2"x1" ? (PICKETS AT SPLASH PAD 1 EA € 700,00 Is 700,00 -� TENNIS COURT FENCE 9 FT HIGH WITH WIDE - ^ !SCREEN , 816 LF 40.00 5-� __,.32,640,00 ..........__..........__. ! - ______L .___.._ f ---_ -(TENNIS COURT GATE 3'3"X 7 FT HIGH ��°__._._._ 2 EA ' 510.00 S 1,020.00 32870 SITE FURNISHINGS �13ENCHES 3'6"X1'6"SHADE TYPE CURVED AT TOT LOT SEE TOT LOT PLAY EQUIPMENT ESTIMATE) _.0_ E! BENCHES#011 8 FT X 3'4"WOOD RAILS STEEL } i WITH BACK AT TOT LOT(SEE TOT LOT PLAY I !EQUIPMENT ESTIMATE) ! 0 EA I s —.__..._......_.._.._.._BBENCHES 8FT X 3'4" AT SPLASH PAO —-r.............5 EA 850.00 _ S 4,250.00 jTRASH RECEPTACLES FIBREGLASS#041 AT TOT �- �LOT 2'DIA X 2'6"HIGH(SEE TOT LOT PLAY ;EQUIPMENT ESTIMATE 0 EA ':. I_ _ ._...._...... ITRASH RECEPTACLES FIBREGLASS#041 AT ; S i -_-__ PLASH PAD 2'DIA X 2'6"HIGH EA_ 1 ! 25D.00--FS _S ............._.____250.00 _... _ _ _ I I JOT LOT PLAY EQUIPMENT&STRUCTURES 32680 !EQUIPMENT ! i i :TOT LOT AREA ONLY INCLUDES ALL SPECIFIED I `PLAY EQUIPMENT BY LANDSCAPE STRUCTURES 1 LS 250.000.00 S 250,000.00 LANDSCAPE STRUCTURES PLAY EQUIPh.1ENN, DUMOR SITE FURNISHINGS(INCLUDED IS 1 ! ANOVA(Fonnerly Landscape Brands)SITE �- I !FURNISHINGS(INCLUDED IS ESTIMATE I _.<.._. jVIRITURF SURFACING(INCLUDED IS ESTIMATE) i (INSTALLATION OF EQUIPMENT.CURBING,PERMIT -FEES(INCLUDED IS ESTIMATE) __..... ..............._ _._. I i S ---32880 ^'RAINDROP SPLASH PAD INSTALLATION BID 1 LS 356,980.00 €5 356,980.00 SPLASH PAD I TOTAL AREA WATER 2.000 SQ ;WHITE CONCRETE PERIMETER PAVEMENT _.?.. _._...-. _..___._ _ ,ULTRA TUFF (SHOWER TOWER 6'10"HIGH WITH PVC PIPEINv ..................... ...... ..___ _._._ 32702 !FRAME SUPPORTED SHADE CANOPIES : 1 LS 65,714.69 `S __65.714.69 _..__....._... ........... _..... _._..__..._.. i ` ! 33000 UTILITIES S 325,435.33 33100 DRAINAGE ;DEWATERALLOWANCE _ _ _1_ __LS I 2,376.19 2,3!6.19 I _ SHT C200 'EXFILTRATION TRENCH,18"HOPE 4'X15'- -` ~40 I LF 150.00 S 6,000.06 ?CATCH BASIN 2 ! EA 2,625.00_ S 5.250.00 4"ADS HOPE 81 LF T98 S T 646.38 ! 6"ADS HOPE 103 S 9518,20 _.._._._...._.... I --.._.........,. ,a"ADS HOPE 57 i LF 11.80 i S 672.60 —__..._._.-__......_...._...__.__.-.__...__._._._....._ .. ......_.__�.._ ..._... __w.._...._..,.._...__�_,....._ -+10"ADS HDPE 59 LF 13.85 S 817.15 _ I_.. �..__...__.......__.........._._..._._...._..._.._........_._.__..._._..._.__....___�..-_._.LF .... 14.8 ;12"ADS HOPE 31 0 ':S 458.84 i Prepared by Gary Weinstein 10/8/2013 Page 6 of 7 3 3 SITE DIVISION # DESCRIPTION QUANTITY UNIT $/UNIT AMOUNT I 15"ADS HDPE 147 LF _ 16.50 775.50 18"ADS HDPE -173 LF 23.10 $ 3,996.30 _ _I12 ADS INANE DRAIN -- -! 8 _-tE .._....._.249.00 Is _ 1,494,00 15"ADS INLINE DRAIN 1 - i EA._! .. 318.00 S 318,00 /113"ADS INANE DRAIN-_........ -- _ 2 _.I EA ; 331.00 S __. .._ 662.00 COREDRILUCONNECT TO EXISTING 3Y EA 1.703.40_ i� _ ,. 1,703.00 __. ---- --..__. _ I ! I ............ ................... ._................_...__........_... __._....__.._. ...._.. _._.. ..... _......._ �- 4 � 33100 `DRAINAGE _ I ! -_ _� i DEWATERALLOWANCE I 1 LS ! 11,926.16 $ ..__.� 11,926.16 PD11 (REMOVE 12"RCP 406 LF 6.50 l S 2,639.00 ! ;REMOVE EXISTING DRAIN PIPE 40 LF 6.50 3 _ 260.00 'REMOVE EXIST INLET,CONSTRUCT NEW DITCH i -- _ !BOTTOM INLET,Wf EXIST FRAME AND GRATE 1 _EA 1,200.50 S 1,200.50 REMOVE EXIST STORM STRUCTURES 2 _ EA 325.00 3 __ __. 650.00 ___ _..._-__ ._____y.� 1,703.00 ,S 1.703.00_ __........_. /TIE IN 18"CHDPE ,CHDPE I B" ------ 485 3 -........ ._....... ..-_.._.. LF E 69.00 1`� _._....33,465.Q0 CHDPE 36" 119 ` 93.50 13 11,126,50_ !INSTALL BACKFLOW FLAP VALVE ON 18"CHDPE s 2 EA € 3,565.00 $ 7,130.00 s TEMP.PLUG STORM INLET S-00 1 I EA E 330.00 $ 330.D0 c (@ � } ........-.._._......._..___-_-_ �......._.._..____. 17.45 S 2.355.75 ,CLEAN EXIST 12"RCP PIP_ 135 LF CONTROL STRUCTURE CS-11(11'DEEP_,- 1 EA 15,000.00 !3_.,.,_ - 15,000,00 _. ... ...............__........._.._......_----------------_-_ --------------.._._......__._.....__... I _ `DRAINAGE(SHEETS DR-01 THRU DR-09} ...... ..._..._._-? I -__. ................. _.__.......r DRAINAGE INLET(12"YARD DRAIN) 23 Ea 249.00 5,727.00 _._._.._.__-. I PERFORATED PIPE _ 14° 665 LF 7.98 S_._-__....5 306.70 _ .-_..>..........._..._.__._. _ ,NON PERFORATED PIPE i I 4° I_ 915 _LF I 7.98 �S _ �_. 7,301.70 _ ----.__.._....._._.-........._._. ° 6 _ _ i _-1,491 __LF ( 9.40 1 $ 14,015.40 -�...._-._..._._.._...__..... -_......._....__......................._..........._............._..................... 8" I 485..... LF ~11.80 . _ __...5-X723.00 .12" I 360 LF 14.80 3 5,328.00 f ;GREEN ORAINAGE - 42,317 SF I 3.50 S _ 148,109,50 ._.. 33240 :SITE WATER y� 20'X6"TAP SLEEVE 1 EA 9,175.00 S 9,175.00 _- --.........._ -_s 6"GATE VALVE _.. _. _._ _ _ .. _..•....._... 1 1 EA - 895.00 I S __.895.00 44 WATER METER(IRRIGATION ONLY).-.-._.-.. __...._._1. i EA 2.675.00 1 S _..... 2,675.00 _i...._- 6"RPZ DOUBLE CHK VALVE ASSY _ 1 j EA 2,150.00 I S-__ 2,150.00 --_-6"90 DEG DIP 520.00 I5,..._. _ 1,040.00 6"DIP WM 90- _I LF 3&50 s 3,285.DO 1 EA 480.00 S _.480.00 2"BLOWOFF 1 E4 15_0.00 S ___-_.• 150.00 ;SAMPLE POINT#1 _._..._.... -1-- EA 150.00 S ... - 150.00 _ .__.. .__...._.. _.. _ ...............--,--_-._-- F + i E { E I { `t Prepared by Gary Weinstein 10!812013 Page 7 of 7 1 i E RESTROOM / PUMP ROOM CAAS-Construction Management Services,Inc. 10 Fairway Drive,Suite 301 Deerfield Beach,FI 33441 954-481-1611 CMS FILE#2126 MIAMI BEACH CAPITAL IMPROVEMENTS CITY OF MIAMI BEACH PAR 3 GOLF COURSE 100%SUBMITTAL COST ESTIMATE October 1,2013 CMS FILE#2126 RESTROOM i PUMP ROOM r27-X 28'j DIVISION t# DESCRIPTION QUANTITY UNIT $/UNIT AMOUNT ► I { t 01 01000 GENERAL CONDITIONS S 34,715.01 _.._ 'GENERAL CONDITIONS -__-� 1 LS 34,71_5.01._a S -_..... 34,715:01 • i 03 03000 CONCRETE is 56.648.95 i 03301 i CAST IN PLACE CONCRETE ! 03302 CAST IN PLACE CONCRETE BATH&PUMP ROOK 756 SF i 74.93 S...__ 56,648.95 04 04000 MASONRY is 13,535.53 __ _.._..._....._.____....... ....._..__ ._-_._.__ .-..__ 04301 MASONRY 04302 ;MASONRY BATH&PUMP ROOM TOTAL COST 756 SF 17.90 ' S 13,535.53 t ,._._ _..._._�............_....... ... ...._.........__..... .....------ 05 05000 METALS 5 1,46070 t T-6-5520 05000 'ADA RAMP THRESHOLD ..._ 4 �� LF-i- 0.00 s $.00310 'VERTICAL PICKET CENTER RAIL 20 LF i 52.00 5 1,040.00 _......__.,.-_._... __..._._ �.......-................. ......-- -------_ _... _........__._ _ - �.........._._ E 05520-12010 !WALL HANDRAIL 10 LF 4200 IS 420.00 E s I I I 06 06000 WOOD&PLASTICS - 'MILLWORK ! I 06220.00100 : __a.....____ .-...__ 6 06220.00105 _,_. .._...._...... w__.__— -- ___.__ 08220.00108 -_......_.._.r—!._------- __...__._.._ i i I r 07 07000 THERMAL&MOISTURE PROTECTION S 50,938.48 07100.111 WATERPROOFING WATERPROOFING 1 _ 691 r SF 15.00 _ is 10,363.00 ..__....».. ....... i t-�_................ _._..... 07200.0000 ;INSULATION-__�- _ 07200.0000 :RIGID R-10 INSULATION PERIMETER I „1,782 SF i _ 1.65 is ._............._2,940.30 _ 07200.00+01 GATT SOUND INSULATION CEILING 212 _! SF 1 10 Y 23168 07200.0002 TAPERED INSULATION ROOF DECK I 756 SF „1.00 is ............_.__ 756.00 _. ...._......._._.-�. _... ._ _ ._... .. .......... _............_...._........ 07500-20000 'FIBERTITE KEE MEMBRANE ROOFING 756 SF 18.00 S .13.608.00 a ... _- ..... _.- .,_FTRMEMSRANEFLASHINGSTRIP -__—) 440 _,._SF 8.50 S 3,740.00 OVERFLOW SCUPPERS _I 2 EA i 95.00„ S _ 190.00 ROOF PENETRATIONS PLUMBING VENTS _ „-1 2 EA 1 30.00 � S _60.00 FLASHING(d-ROOF CURBS -— _._.1.10_ .._.!. LF W 10.00 $ 1,100.00 ....._.__..FTRR PRE-MOLDED FLASHING STRIP 2 EA 75,00 S_.._..............__. .150.00 6"Xa"FTR MEMBRANE WELDED 4 CORNERS � 4 EA 250.00 S 1,000.00 _ FTR#101 SEALANT TOOLED 110......._ LF 15.00 S 1,650.00 Prepared by Gary Weinstein 101812013 Page 1 of 5 RESTROOM I PUMP ROOM(27'X 28;) DIVISION # DESCRIPTION I QUANTITY UNIT I $!UNIT AMOUNT 'METAL COUNTER FLASHING _ 440 LF 1 15.00 S 6,600;00 'FTR#201 OR#190 ADHESIVE AT CURBS 440 € LF {_ 15.00 S 6 600.00 FTR ALUMINIUM TERMINATION BAR 110 € LF� 15.00 S.._..._.- 650. .._.._._.__ _ x 07900 I SEALANTS {CAULKING AT EXTERIOR WALLS 234 I.. LF_ (.._......_...1_25 Ls­.- 292.50 ....._._..._._.._ I ' 08 08000 DOORS&WINDOWS S 11,202.00 _.___._...__._... ..08110.10000 STEEL/METAL DOOR FRAMES _ ---I� _....._._ J 08110.10001 6'-0"x 7'-0" STEEL FRAME WELDED(EXTERIOR) -, 1 _ - -_.' EA 206.00 1 $ 206.00 08110.1000213'-0"x7'-0" STEEL FRAME WELDED EXTERIOR 1 EA ! 206.00 _'$ a--.- 206.00 08110.10003 1 -0 x T-0" STEEL FRAME WELDED(EXTERIOR)! 2 EA I 206.00 $ 412.00 3' 08110.10004 jADD STEEL FRAME LABEL -1. 5 EA 35.00 -1 $ _ 175.00 1-08110.1000512-10"x7'-O" STEEL AIETAL DOOR( RI L „ _350.00 ! S - 700.00 08110.10006 ,3'-0"x 7'-0" STEEL/METAL DOOR EXTERIOR) 1 ! EA 1 375.00 1S 375.00 08116.10007 3'-0"x 7'-0" STEEL/METAL DOOR WITH LOUVER; 2 I EA ! 425.00 I S 850.00 __-._..... _ ___ ____._.....__.....___.-_ R WIT --_---- I 3 { _..I_ 08523.10000 IMPACT RESISTANT ALUMINIUM WINDOVVS 1 32 1 SF _65.00 _ .__. 2,080.00 08500 10000. [ALUMINIUM VENTS--- -_ 8 SF ! ^55.00 s - 418.00 __...__..-- .!__.___._ 08500.10000 !ADD FOR IMPACT RESISTANT WINDOWS 1 16 EA ! 65.00 S 1,040.00 { 08500.10000 [ADD FOR IMPACT RESISTANT VENTS 4 EA 1 65.00 S 260.00 s -(-- _____-__..__ 08710.t 0001 DOOR-FALCON IV1A LOCKS WITH M OR Q KEYW' '_......... _._._.....11 ESA - 550.00_ i S 22,,200.00 I S 2,200.00....._ ...........,{ 08710,t 0002 ;DOOR HARDWARE(Exterior} 4 EA.r�550.00 _,�...___.__ .._..._._....................... 08710.10003 EALUIVIINIUM TRESHOLD&STOP STRIP _ 4 - EA 20.00 s __.. so-oa 09 09000 FINISHES S 25,881.11 i ;METAL FRAMING 09200.20078 12"Z FURRING CHANNEL......... -.__..._............................_. 1 09200,30013 120 GAUGE STUDS COLD FORM METAL FRAME 203 SF - 1.85--1 S 376.29 09200.30014 {HEAVY GAUGE EXTERIOR FRAMED ! 156 SF 4.25 Is _ 663.00 ........... _ l I __...................._1 !STUCCO 1 09220.0000 ,INTERIOR CEILING _ i 203 _ SF __---1.78 S 362.05 09220.0000 =EXTERIOR GRADE GYPSUM DRYWALL 156 w SF 2.25 Is 351.00 , [ - f _ GYPSUM BOARD-LEED-MOLD RESISTANT 09250.0000 EXTERIOR GRADE GYPSUM DRYWALL 156 SF 351 AO 09250.00120 E5(8"TYPE X GYPSUM WALL BOARD v_,..._.._ 9660 1 WSF 1.99 S_ .1,910.40 .0:9250.00121 1518"TYPE X GYPSUM CEILING BOARD - - _ 203 I SF 1.35 { 5 _. 274.59 0925000122 IDUROCK -� -- 840 SF {_ _2.90 �S 2,436.00 09250.00122 €WATERPROOFING WALLS&FLOOR MEMBRANE` -6-7-6­­'-i_ SF 5.00 i $ 3,380.00 {MOBILE SCAFFOLD _ 2 DY 60,00 i$$__._._. 126.53 i 'TILES - _ 09310.11240 :CERAMIC WALL TILES _ 482 { 5F { 6.50 3... _....3,003.00 _ 09310 11241 ,CERAMIC FLOORTILES 212 1` SF-{ 6.50 _$._......._......__...1 380.86 09310.11242 ;CERAMIC COVE BASE -°_._� _,___..._._..___.. 84 LF 6.50 S _ 546.00 09310.11240 CERAMIC WALL TILES(EXTERIOR WALLS} _ 691 SF 8.50 _ x.3.. ._ _ 5.875,20 9 { i G9220.00 STUCCO TO EXTERIOR CEILING 156 SF 2.40 i 374.40 Prepared by Gary Weinstein 10/8j'2013 Page 2 of 5 RESTROOM t PUMP ROOM(2T X 28) DIVISION DESCRIPTION QUANTITY I UNIT L $/UNIT AMOUNT ( I I 009700.00 i SPECIAL FLOORING _..__..___00970000 EPDXY FLOOR SEALER i 290 SF .,_.,._..._.-_1.50 ...__ .. _....._.._ 009900.00 INTE.RIt3R PAINT Leed Zero Vac I 009900.00 PAINT INTERIOR WALLS ' 960 SF 0.70 S_ 672.00 _-. _..,._.__ .,-...___,....__._.__._.........._...._.._.._..._...... 1__. 0.10000 EPDXY PAINT TO UPPER REST ROOM WALLS 231 1 SF 0.70 _`.S _ 16_1.70 009%66.f0-id-d!EPDXYPAINTTOCEILING .__._ _203.._,,._..- `SF I 0.70 $ - 142.38 _ _. . ....... _...._.................. " 009900._31002?PAINTEXPOSED STRUCTURE 283 i SF 0.90 i ___ _____.._.._25474 __ __ __....... .._._ _. !09900.45000 s PAINT DOORSIFRAMES -_ 4 EA_ 40.00 I$ -_ _160.00 _. EXTERIOR PAINT I_ _` 1 __ (.009900.21000 i PAINT EXTERIOR CEILING 1 156 ° SF r..._.__1.20 $ _..._.__.__187.20 _._ 1 00990021000 PAINT EXTERIOR WALL 1. 624 M i SF 1.20 $ 748.80 f .._...,........_.........._.s....___,.._.__....._.._._....--............°-_-___......................................................... _.....__.._.__....-...___..._...._..._._.._.._....�.._..._..._._._.�.... _._. _,_. 1 _. 10 10000 SPECIALTIES&SIGNAGE $ 7,203:00 . ............._...... ..._..__...__....._ 110 0 - SPECIALTIES 10400 iIDENTiFYING DEVICES _ _._. .._�.__.__I �_ ^.�_.___ 1__...__.._._..........__. 1 (MALE FEMALE ADA SIGNAGE(Extenar) __-T 4 EA 75.001 is 300.00 1 10800 BATHROOM FIXTURES _ --_ i 10802 FLUSHOMETER OPTIMA OR OPTIMA PLUS BY SU _2- 360.00 FS^_�" 720.00 10804 _ SENCOR FAUCET OPTIMA OR OPTIMA PLUS BY c_- 2 _ EA 360.00 I-.$ - 720.00 ' 10805 iADA KOHLER MORNINGSIDE K-12632-0 SINK WA _2 i EA � 360.00 i S 720.00 -._ __.,.._ _-� _ _-- 10808 [ADA KOHLER KINGSTON K-4325-L-0 WALL MOUN 2 EA S 720.00_I 360.00 10815 !KOHLER BARDON K-4915 TOUCHLESS URINAL V\ - 1 -EA I 78.00 5 78.00 10812 /TOILET PAPER DISPENSER BOBRICK-B-4388�p 2 EA 360.00 $ 720.00 ___..._ i 10813 1 PAPER TOWEL DISPENSER BOBRICK B-2620 2 -EA 250.00 R$ _- 500.00 i _ 10814 -t_HAND SOAPDISPENSER BOBRICK B-155 2 EA 850.00 !S_ 1 700.00 1 10816 11.5 DIA x 42"SS HORIZONTAL GRAB BAR 2 EA 85.00 S 170.00 10817 1.5 DIA x 36"SS HORIZONTAL GRAB BAR 2 <_ EA 85.00 1$ 170.00 x....10850.10010 E 18"x 36"POLISHED ALUM h11RR0 BOBRICK 6293 2 EA 250.00 S 500.00 10850.10011 DIAPER CHANGING STATION BOBRICK B-2200 1 1 EA 185.00 $ 185.00 11 11000 EQUIPMENT $ I 12 1.2000 FURNISHINGS $ t �..__............._._ x ! 13 13000 SPECIAL CONSTRUCTION S i 14 14000 CONVEYING SYSTEMS S i.......... 220000 PLUMBING $ 28,582.40 i 221000 _GENERAL CONDITIONS ____......._ Ti S 2 598.40 f 221316 SANITARY ...._..............__..__.._.__..____.._ SS ' 30 LF 27.50 "S 825.00 �4-SS 10 LF 34.50 '$ 345.00 2"DWV PVC 30 LF 3.10 _.1 $ 93,00 1 E.A. 150.00 S 150.00 i ICLEANOUT i 4 EA 130.00 S 520.00 Prepared by Gary Weinstein 10/8/2013 Page 3 of 5 RESTR'OOItB I PUMP ROOM(27'X 28') DIVISION # DESCRIPTION QUANTITY -UNIT-1 VUNIT AMOUNT _....._....... _.......____.__ `_____............_.............._................... _........._ ._. 1 221116 _.,.VIATER. _ ._...__.._...._...__ ._.-.__._.........:......._......... 1-112"WATER SUPPLY LF - 22.00 _3._.____....._._.-...._88t1.00 WATER HAMMER ARRESTER - -5 EA ( 102 00 'S _....-_510.00 �... .. ...-..................WATER VALVES TO 1" 7 EA 37 00 S 259.00 {1-112 WATER VALVE IN CC IC BOX 3 1 EA 4 250.00 !S T50.OD - - 1 f PLUMBING FIXTURES WITH CONNECTIONS AND ACCESS ;WATER CLOSET,FL MNTD,.ADA 1,_...._.. 2 _.EA i 2,700.00 S.............._. . 5,400.00 ._ LAVATORY,ADA _ 1 2 �.1 �._.__3,000.00...... ............._...__.B4OQd.00 E ;URINAL,WALL HUNG.ADA_...............`. ___._...............__`___. 1 250 0.00 S- 2,500.00 IFLOOR DRAIN - 1 3 EA 392.00 _.5 _ -.1.176_00 'HI-LOW EWC _ _.......�_._.........._._ __-. __._...__!_._E?_ _. ?575.00 Is 2,575.00 HOSE BIBB 1 EA 250.00 Is 250.00 Fj c i RAINWATER COLLECTION SYSTEM ROOF DRAIN 4' _ _ _ 1 I EA 495.00 15 -- 495.00 E4"RW COLLECTION PIPE - -- 30_ 1 LF 7,00 ...........___?____.._.._ 210.00. �4"CO 11$.00- 5 _ 716.00 !OVERFLOW FLOOR DRAIN __--��- - 1 ; EA I 430.00 S - 430,00 .....__............ ......_ .. ._.__..............................�_____..... ----___.._....._.____.._...._._....__- i...._....._ __ RESEVOIRTONIC 1 -' ALW ' -2.500.00 S 2,500'00 23000 HVAC $ 2,286.90 t € € s I 230000 ;GENERAL CON DIT10N5 - -- _ 20710 _ ..................___ 1 230300 ,EXHAUST FANS _ -! EF-1 2 EA 325.00 650.00 ! EF-2 - _ 1 -;-ALW 1 1,075.00 ' S -___1.075.00 MOTORIZED DAMPER I 1 EA 251.00 i.. ......_.__-._ 251.00 - ° - - EA 103.00 _103.00 260000 ELECTRICAL $ 24,095.12 _ 260500 ;ELECTRICAL GENERAL _ _ I S 2, !ELECTRICAL GENERAL CONDITIONS 190.47 1 ELEC 260533 ,CONDUIT _ I 11f2° 210 , LF 7.50 S _. 1,575.00- T LF 1 _8.20 ... ...I_ 738.00 �1» - 30 i 10.85 1 $ _..._.- ._ W lRE/CAI3LE ____ _ .._...'....._.__.._ 112 _ 420 LF 0.56 r S 235.20 _ _ - ---- _._. ._.. _.___..............._.� 1D.._.__.__....__..._._.._.__. - 180 LF I 0.69 _._�.?_._.......... 124-20 45 60 LF ; 1.35 .S... ._..._ _ 81.00 VW + f ............ ...._...._._.._._ € 262726 :WIRING DEVICES 'SWITCH,OS 3 EA 1 182.60 ._.._._........_._.._.54o;00„ _..___.._.__..._:DUPLEX GFI-�--------- -- ....-..__._.........__-- 3 3_.._......� .� -_.. __...-.._o._ EA ___.._188^00 -L.S.___.........., 564.00 DUPLEX 3 EA 21i.OD- __.._._..__...63-x.. _..... .. ..._...... _ .__..._..__ ' ---_......_ ...................._ . J BOX _ _. 6 EA 88.00 _-. 528.00 TIME CLOCK _..� ; 2 --._188400 1, _._............_.-376.00 EA _..___...._.. .............._._ ...... - --- ---- - I 262816 DISCONNECT SAFETY SWITCH .._..-..-___-___.-__ DISCONNECT SWITCH - _-- EA 510,Lt� MOTOR CONNECTIONS _ MOTOR OUTLET(CONNECTION)-118_ 2 ( EA 62.00. I'S 124.00 €MOTOR_OUTLET1CONNECTiON)3 ..._.... 1 ( EA I ..92.00 ! 92.00 MOTOR OUTLET(CONNECTION)15 - 1....- EA 158.00 13 153.00 Prepared by Gary Weinstein 10/8/2013 Page 4 of 5 i 1 RESTROOM I PUMP ROOM(27'X 28) DIVISION # DESCRIPTION QUANTITY UNIT $/UNIT AMOUNT f � i 260526 ;GROUNDING —_._. .... ..._..__ __._I. '412 210 LF ! 0.56 S -� 117.60 LF _0.69 S _ 62.10 30- LF 1.35 : S 40_50 25 LF _ 2.67 S.._ _ 66.75 €310 _ 10 LF ( 2.83 =$ 28.30 'GROUND R0D — -- ___� 2 EA 98.00 S� 196.00 '75 KVA TP-ANSFORIVIER 480-1201208 1 ' EA�! 5,437.50 S„ 5,437,50 ..._................. _ __ ___.--------._._._......._ _.............._.____ _____.._ —____.— ..._..,..___ _ { ......... _......_............._.—._..._...._..__._....._..._........_—.............._._..__. - . . iF S ! 262416 'PANELS ..L._._._......_.. A 1201208,ti}OA 3P,4U'1,fv1CB,N3 1 1,320.00 S 1,320.00 'F 1201208,100A,3P,4W,MLO,N4 1 EA W1,775.00 ,_ e S 1,77_5.00 H 277/480,400A,3P,4W,MC8,N3R 1_.-._.....,Y._._EA 3,725.00 $ 3.725.00 i i LITE FIXTURES _ _ AE_.__1X4 EMER____— . 2 .EA I .......226.00 .. .. __ 452.00. B 1X4 1 EA 197A0 197.00 BE 1X4 EMER _ 2 ! EA 226.00 „-_ 452.00 EXTER LITES(NOT LISTED_ !w_ _3 EA 250.00- 750000 i i Prepared by Gay Weinstein 10/812013 Page 5 of 5 ..._.......... STARTER SHAC"'K i 3' i 3. I 7 1 } S 31 i i' i 3 3i 3 3 1 3 i- i Z i' i i s'. I s l t i 3 GIFTS-Construction Management Services,Inc. 10 Fairway Drive,Suite 301 Deerrield Beach,FI 33441 954-481-1611 CMS FILE#2126 MIAMI BEACH i CAPITAL IMPROVEMENTS CITY OF MIAMI BEACH j PAR 3 GOLF COURSE i i 100%SUBMITTAL COST ESTIMATE October 1,2013 STARTER SHACK(8-X 8') DIVISION1 # DESCRIPTION QUANTITY I UNIT 3/UNIT AMOUNT 01 01000 GENERAL CONDITIONS $ 6,511,33 ......._...- ............. _..........._._..._ _ __ 01000 GENERAL CONDITIONS 1 ; LS , 6,511.33; S _ 6,511.33 s t t I 03 03000 CONCRETE S 8,823.04 i i I I ' 03301 CAST IN PLACE CONCRETE 03302 !CAST IN PLACE CONCRETE STARTER SHA( 64 i �SF 137.86: S 8,823,04 04 04000 MASONRY is 2,368.00 04301 __;MASONRY i 04302 �Pr1ASONRY BATH&PUMP ROOM TOTAL CO: 64 SF 37.=l S 2,3"68.00 - _. i - 05 05000 METALS S 1,460.00 05000 !ADA RAMP THRESHOLD I 4 _LF 0.00€ $ ..........�._.¥— _._.... 05520.00310 ;VERTICAL PICKET CENTER RAIL ! 20 I LF 52.001 S 1,040.00 05520.12010 ;WALL HAND RAIL ! 10 l_LF _..__... 42.001 S 420.00 06 06000 WOOD&PLASTICS S 360.00 i !MILLWORK 06220.00100'5'X 2-3"COUNTER TOP BRACKETS € 12 SF 30.00i S.. , 360.00 1 07 07000 THERMAL&MOISTURE PROTECTION $ 8,541.66 07100.111 WATERPROOFING ..�:�..._....._.._._._--__- WATERPROOFING - - 41 SF — 15:00° S _ _ 607.50 ....................................... 07200.0000 ;INSULATION _ __. 07200.0000 RIGID R-10 INSULATION PERIMETER 236 SF 1.65` S _ -_389.14 ' 07200A002 TAPERED INSULATION ROOF DECK _ 81 SF _ 1.00; S 81.00 t t 07500.20000 FIBERTITE KEE MEMBRANE ROOFING - 81 —' SF i 18.00; S 1,458.00 __.... ..........................._.......-............__---- --___.. - .. �.._.._.._ -. -- FTR MEMBRANE FLASHING STRIP 144 ! _ _ ._.. _.. �...._........._........,. _ SF 8.50i S 1,224.00 -.OVERFLOW SCUPPERS 2 EA� -95.001 $ __-___190.00 ..__�. ___.__...._.. -_-._--_ 'FLASHING ....ROOF CURBS _- 36 LF 10.OQ -- 360.00 __.......___... FTR PRE-MOLDED FLASHING STRIP 1 EA i 75.00; S 75.00 6"X6"FTR MEMBRANE WELDED 4 CORNER: 4 EA 2501001 S 1,000.00 I FTR#101 SEALANT TOOLED ! 36 LF 1 15.00: S 540.00 1 METAL COUNTER FLASHING T 26 LF 15.00, S 390.00 FTR#201 OR#190 ADHESIVE AT CURBS -- 144~� SF W 15.00 S 2,1fi0.00 i FTR ALUMINIUM TERMINATION BAR 0 LF 15.00 S - Prepared by Gary Weinstein 10/812013 Page 1 of 3 STARTER SHACK(8'X 8') DIVISION # DESCRIPTION QUANTITY UNIT $/UNIT AMOUNT 1 E ' 0/900 SEALANTS `CAULKING AT EXTERIOR WALLS F-54 54 LF 1.25? S 67.03 F f 08 08000 DOORS&WINDOWS S 9,655.00 _ 08110.10000 t STEEL/METAL DOOR FRAMES _.08110.10001 13'-0°x T-0" STEEL FRAME WELDED(EXTER" --_1- EA _.._._.206.00' 5 206.00 08110 10006 €3'-0")c T-0" STEEL i_METAL DOOR(EXTERIO T 1 EA 375.001 S _ 375.00 08523.10000 GLASS IMPACT RESISTANT WINDOWS _ 53 _N SF 1 65.001 5 mm 3,432.00 08500.10000_fADQ FOR IMPACT RESISTANT WINDOWS 4 - EA � 65.00!S 3,432.00 08500.10000 s,ALUMINIUM FENCE&GATES ( { ._ 68500.10000 1ALUM FENCE 60"HIGH 2 112°x1"PICKETS ! 7 i !F 275.00 S 1,925.00 08500.10000 )ALUM FENCE GATE 4 WIDE X 5FT HIGH -1 ;_EA _285.00; S 285.00 IF f I f 09 FINISHES 5 2,619.55 ___.._ i ....... _METAL FRAMING _ 1 09200.20078 2"Z FURRING CHANNEL 16"OIC 236 t SF I 1.78'_$_ . ..,__ 419.80„ ( 09200.30013 120 GAUGE STUDS COLD FORM METAL FRA 0 1 _SF i�_-.....__1.85; $ 09200.30014 HEAVY GAUGE EXTERIOR FRAMED 0 SF __.-- I I -- 'GYPSUM BOARD-LEED-MOLD RESISTANTi 09250.0000 i EXTERIOR GRADE GYPSUM DRYWALL _I- 17 SF _ 2.25; 5._._..._..- __3713 _09250.00120 1518"TYPE X GYPSUM BOARD - _ 236 F 1.W$ 469.32 09250.00121 i5/8 0TYPE X GYPSUM CEILING BOARD t 49 S SF 1.35; S_ 66.15 I 'MOBILE SCAFFOLD f A 0 DY 60.00:S 24.57 P i _._........-.....6.._...._ -_'-_. _.- { 3 . ;TILES _ 09310.11240 jCERAMIC WALL TILES 51 - „- S F fi.50 $ 334.10 09310.11242 CERAMIC COVE BASE __-.!.__ 31 _ „ _LF 6.50; $ 20010 09310.11240_;CERAMIC WALL TILES(EXTERIOR WALLS) I 41 I SF 8.501 M.__.....,._,.,._344.25 _.......__._....i.._..___......-�__.._....� ----._..__ _..--....__..-............_.._...._........_..._.._._.._._...................... _..._.... 09220.00 'STUCCO TO EXTERIOR CEILING/CANOPY/E' 17 7§F--j 2.40! 39.60 1 i , 009900.00 ;INTERIOR PAINT teed Zero Voc? N009900.00 jPAINT INTERIOR WALLS_ - _ 236 SF E 0.70;$_ 165.09 L 009900.10100 'EPDXY PAINT TO CEILING-�-----+ i 49 SF - 0.70 S 34.30 j 009900.45000 !PAINT DOORSIFRAMES 1 EAT_ 40.00; S 40.00 ! EXTERIOR PAINT L I 009900.21000 ,PAINT EXTERIOR CEILING _....___......._._-- 49 .SF _1_20 ...... 58-80 009900.21000 ;PAINT EXTERIOR WALL 322 SF 1.20: $ 386.26 10 10000 SPECIALTIES&SIGNAGE $ 150.00 ._........... ._ , 10000 _ .SPECIALITIES _. _.__....._....____ _.v..._._ _ _... ...__. ....._._.._. .._._..._ 10400 IDENTIFYING DEVICES _ ! __.._._..._ �_. .. _ _ N1ALE FEMALE AQA 51GNAGE ff4e60. - 2 75.001 S 150.00 11 11000 EQUIPMENT g i 12 12000 FURNISHINGS S Prepared by Gary Weinstein 10/8/2013 Page 2 of 3 6 t EE t S E STARTER SHACK('8'X B') DIVISIONI DESCRIPTION QUANTITY I UNIT 1$/UN'IT AMOUNT 13 13004 SPECIAL CONSTRUCTION t i ; $ 200.00 ..,._..__-----..........�.....__.._..._....__.....�..__._.__._!...___ {TELEPHONE AND DATA RACEWAY SYSTEM .._..._._.........._..._..._._........_.__.._..........___.. .._...._._.___.__ _.._.._......_.. }TELEPHONE OUTLET <._..__._.2�...._-EA 100.00: $ 200.00 .......__.. € 14 14000 CONVEYING SYSTEMS $ - E 220000 PLUMBING $ 230.00 ;CONDENSATE FOR MINISPLIT) 1 j LS_ 1 230.00, $ 230.00 ......._.. _ -................ 1 t I 23000 HVAC $ 2,541.00 " _.__ _..___._...�.____-_._..___ ..._._.. !_._-,234000 _IGENERAL CONDITIONS i $ 231 AO ;MINI SPLIT-1 _ €_�.1 EA ?_ 1,500.00: S _.-- 1,500.00 - .._.._.__ .,_-.._..__ __.... REFRIGERANT LINES I 1 --_�- LS �-- . ,160~00` S 160A0 # !6"CONC PAD __..) 6 5F I 25Aa S _. 150.00 !ALUM STAND (— 1 EA _ 500.001 S _ 500,00 __......__........................_....._..__..�_.._... , t 260000 ELECTRICAL T$ 4,659.99 .260500 !ELECTRICAL GENERAL !ELECTRICAL GENERAL CONDITIONS_-� W�..., f^ __....__$ _ 423.64 260533 !CONDUIT .._.___.................. _____.�._— ;1/2" i 35 LF 1 7.50: S_._...._. +._ 262.50 ............_. _ _.._.__ _ - __.... _�__... 8.20' $ 123.00 ',314"' 15 LF � - jWIRE/CABLE #12 70 LF 0.561 S 39.20 #10 30�i�LF ? 0.69!S 20.70 I � i 262726 WIRING DEVICES _.. _.._..._.. _ 'DUPLEX GFi,WP _ ---- 1 i EA 211.00; S _ 211.00 LDBL DUPLEX --_..._. i 1 —1 _ 201.001 $ 201.00 {TIME CLOCK__..__.....� _ 1 EA {.... ....__...__168.00; 3 188.00 262816 'DISCONNECT SAFETY SWITCH ;DISCONNECT SWITCH - -.- - -, EA 510.00;$ 510.00 'DISCONNECT SWITCH .._....__.-_Q. _ EA 1 - 00...... ... . 260526 !GROUNDING _._......._--............_.._........ _.3#12 _.._......__. .._35..__._. LF 0.56 S 19.60 1#10 _ 15 LF 0.69! $ 1 i ! 262416 I PANELS — -_-- ;B 1201208,60A,3P,4W,MCB i `LITE FIXTURES AE 11 X4 EMER 1 _._. A..... 226.00 _5_ _ 226.00 EXTER LITES(NOT LISTED) _ [ 1 _ EA 250.00, S 250.00 i Prepared by Gary Weinstein 10/8/2013 Page 3 of 3 j Exhibit D : . RESOLUTION NO. 2010-27407 A .RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE MAYOR AND .CITY- CLERK TO EXECUTE AN AGREEMENT WITH MCCUMBER GOLF,.INC.; FOR DESIGN, BID AND. AWARD, AND CONSTRUCTION MANAGEMENT SERVICES, IN'THE NEGOTIATED LUMP SUM FEE-OF $294,500, PLUS AN ADDITIONAL NOT-TO-EXCEED AMOUNT. OF.$92,600 FOR APPROVED REIMBURSABLES, FOR THE PAR 3 GOLF COURSE, PURSUANT TO REQUEST FOR QUALIFICATIONS (RFQ) NO. 07- ' 09110; WITH FUNDING. TO BE APPROPRIATED FROM -THE MIDDLE BEACH'QUALITY OF LIFE RESORT TAX FUND 161. WHEREAS, on November 2, 2009, the Procurement Division issued RFO No. 07- 09/10. for Design Bid and-Award, and Construction Management Services, in the negotiated lump sum fee of $294.500, plus'an additional not to-exceed .amount of $92,600 for approved reimbursables for the Par 3 Golf Course; and WHEREAS, at its. February 3, 2010 meeting, the City Commission approved Resolution. No. 2010-27324, accepting the recommendation of the City Manager pertaining to the ranking of proposals pursuant :to. RFQ No. 07-09/10, and authorizing the Administration to enter into • negotiations with the top-ranked firm of McCumber Golf, Inc.; and should the Administration not be.able to negotiate with the top-ranked firm, authorizing the Administration to negotiate with the second-ranked firm, Bates Design Group, Inc.; and should the Administration not be able to negotiate.with the second-ranked firm;authorizing the Administration to negotiate with the third- ranked firm, Signature Design Services; Inc..; and WHEREAS, -following negotiations, the City was'able to 'reach an agreement with McCumber Golf, Inc., in the. negotiated' lump sum amount of $294,500; and an additional amount of.$92,600, for approved reimbursables. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY.OF MIAMI BEACH, FLORIDA, that,the Mayor and City Commission hereby approve and authorize an Agreement with McCumber Golf, Inc. for Design, Bid and Award, and' Construction Management Services, in'the negotiated lump sum fee of $294,500, plus',an additional not to-exceed. amount of $92,600 for approved .reimbursables, for the Par 3 Golf -Course Project, with funding to be appropriated from the Middle Beach Quality of Life Resort Tax Fund 161. PASSED AND ADOPTED THIS DAY OF 2010. ATTEST: -APPRIMMAS TO. Robert Parcher, City Clerk Matti Herrera Bower-, Ma fqRM&LANGUAGE. &FOR CUTION • .; � - y orney��\� ate Exhibit E RESOLUTION NO. 2011-27677 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH,FLORIDA,PERTAINING TO THE PAR 3 GOLF COURSE PROJECT AND THE FLAMINGO PARK PROJECT(AND,IN PARTICULAR,THE TENNIS CENTER),AND RATIFYING PREVIOUSLY APPROVED RESOLUTION NO. 2010-27407, WHICH APPROVED AND ADOPTED THE RE-DESIGN OF THE PAR 3 GOLF COURSE, INCLUDING THE CONSTRUCTION OF FOUR(4)HARD SURFACE TENNIS COURTS, TOT LOT, AND SPLASH PAD, AND RATIFYING PREVIOUSLY APPROVED RESOLUTION NO.2009-27190,WHICH APPROVED THE FLAMINGO PARK MASTER PLAN, OPTION "L", AS AMENDED, INCLUDING THE CONSTRUCTION OF SEVENTEEN(17)HYDRO COURTS AT THE PROPOSED TENNIS CENTER. WHEREAS, on March 31, 2009, the City held a publicly advertised meeting at Miami Beach Senior High School where three(3)options for the newly proposed Par 3 Golf Course were presented and explained in detail;and WHEREAS, after a thorough explanation of each alternative, the community favored the "Refurbished(dine(9)Hole Par 3 Golf Course",which would retain a full nine-hole golf course,as it exists today,and WHEREAS,following the input and recommendations from residents, including the Bayshore Homeowners'Association(BHA),at the City Commission meeting of October 14,2009,the Mayor and City Commission,authorized the Administration to issue a Request far Qualifications(RFQ)for design,bid and award,and construction administration services,for the re-design of the Par 3 Golf Course(the Par 3 Golf Course Project);and WHEREAS, on June 9, 2010, pursuant to Resolution No. 2010-27407, the City Commission approved and authorized the Mayor and City Clerk to execute a professional services agreement with McCumber Golf,Inc.for design,bid and award,and construction management services for the redesign of the Par 3 Golf Course, including four(4) hard surface tennis courts, tot lot and splash pad, public restrooms,a jogging trail around the perimeter of the site,a grove of floweringtfruit trees,as well as lakes which would act as natural habitat reservoir and as a drainage basin and irrigation system;and WHEREAS, on March 28, 2011, a public meeting with BHA residents was held at the Miami Beach Golf Club,and the primary goal of this meeting was to present the community with the final concept plan for the Par 3 Golf Course Project, which encompassed all the elements that McCumber Golf had been commissioned to provide in accordance with the approved scope of work;and WHEREAS,following McCumber's presentation,members of the community expressed concerns regarding the implementation of a proposed plan with a splash pad and a tot lot,that might attract children onto the Par 3 fairways;and WHEREAS, BHA later presented a proposed plan that was indicative of the elements that the residents would accept as part of the Par 3 Golf Course Project;and WHEREAS,the BHA plan suggested a similar layout of the Par 3,inclusive of the lakes,jogging path and four(4)tennis courts,as well as 26 parking spaces along the front of the Hebrew Academy play area;and WHEREAS,the proposed BHA plan did not include the incorporation of a tot lot,splash pad,and associated restroom facilities;and WHEREAS,at the May 11,2011 City Commission meeting,the City Commission was receptive to i relocating the four 4 hard surface tennis courts further west, adjacent to Pinetree Drive, as well as incorporating the tot lot and water splash pad;and WHEREAS, the City conducted a subsequent analysis of the potential relocation of these amenities, and concluded that these modifications might be feasible, but not without changes to the current Project design, as well as the potential of impacting the existing trees;and WHEREAS, it is anticipated that the increase in the size of the tot lot and splash pad could potentially increase the Project budget by$250,000;and WHEREAS,on March 27,2008,Wolfberg Alvarez and Partners(WA)was retained to prepare a Master Plan for the Flamingo Park Project,including the proposed Tennis Center(the Flamingo Park Project); and WHEREAS,the Master Plan Option°L", as approved and amended by the City Commission on September 9, 2009, pursuant to Resolution No. 2009-27190, recommended the demolition of the existing Flamingo Park Tennis Center and construction of a new 5,000SF Tennis Center,with seventeen(17)hydro courts;and WHEREAS, during the February 3, 2010, City Commission meeting, Dr. Rosann Sidener, the principal of Miami Beach High School,as well as a number of parents of Miami Beach High School students,a representative the Miami Beach High PTA, and residents of the community, spoke and issued a unified request to include five(5)hard surface courts in the new Flamingo Tennis Center for use by the High School's tennis team;and WHEREAS, City staff has, since then, met with Dr. Sidener, who has been receptive to the inclusion of four(4)hard surface courts at the Par 3 Golf Course instead;and WHEREAS,the High School's receptivity to the construction of the hard surface courts at the Par 3 Golf Course would allow the City to proceed with the design development phase of the Par 3 Golf Course Project,and with the construction of the Flamingo Park Tennis Center,as per adopted Flamingo Park Project Master Plan, and Permit Number B1003093, which includes the construction of the seventeen (17) hydro courts. NOW,THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA that the Mayor and City Commission hereby ratify the previously approved Resolution No.2010-27407,which approved and adopted the re-design of the Par 3 Golf Course Project,including the construction of four(4)hard surface tennis courts,tot lot,and splash pad,and ratify the previously approved Resolution No.2009-27190,which approved the Flamingo Park Master Plan,Option"U, as amended,including the construction of seventeen(17)hydro courts at the proposed Tennis Center. PASSED AND ADOPTED this 1-54 day of Jun* ,2011. ATTEST: CITY OF MIAMI BEACH: Ou City Clerk 4aVr Robert E. Parcher Matti Herrera Bower T:IAGENDA12011t6-01-11tFlamingo Park Mastetplan RESO.doc APPROVED AS TO FORM&LANGUAGE &Frill EXECUTION torney�> at Exhibit F City of Miami Beach Parks &Recreation Dept. Par 3 Golf - 5 YEAR PROJECTION FY 14-18 N 4V O ......_.. __....._..e._,. Golf Operating Expenses Year 1 Year 2 Year 3 Year 4 Year 5 TOTAL ?Golf Course Maintenance Salaries&Benefits 95,0361 96,937; 98,875: 100,853 102,870 494,571; ;Maintenance Personnel,Overtime,Taxes/Employee Benefits&Uniforms ;Golf Course Maintenance Operational Expenses =Fertilizer,Equipment Lease,Chemicals,Gas&Oil,Supplies,Sod,Soil,Sand, ' t 98,100` 99,081 100,072: 101,073; 102,083 500,409 ;Top Dressing,Repairs,Roads,Grounds and Landscape,Stationary and Printing, Dues&Memberships,etc. • F ;Golf Course Maintenance Professional Services Lake Management,Security Services,Portable Restroom Rentals,Tree Pruning. 3,600 3,636 3,672; 3,7091 18,364: ;Etc. ? Golf Course Maintenance Internal Services £ Water,Sewer,Telephone,Storm Water,Electricity and Property Management 57,792; 58,370 58,954: 59,543£ 60,139 294,797; Expenses ;Pro Shoo Salaries&Benefits 97,900; 99,858: 101,855 103,892` 105,970 509,476 Pro Shop Personnel,Overtime,Taxes/Employee Benefits&Uniforms w }Pro Shoo Operational Expenses I � Marketing&Advertising,Stationery&Printing,Supplies,Repairs&Maintenance 14,400; 14,544 14,689: 14,836, 14,985 73,454; land misc.operating expenses jPro Shop Professional Services j { !Credit Card Costs,Security System,Computer Services(POS/Reservation 8,076' 8,157; 8,238: 8,321 8,404 41,196: 9 Management) i Pro Shop Internal Services t j Telephone,Waste Removal,Water and Sewer,Electricity,Computers/IT 3,000 3,030' 3,060; 3,091 3,122 15,303: Services/Phone System and Property Management Expenses Total Golf Course&Pro Shop Expenses 3771904 .383,612 389,415 395,318 401,319 1,947,569 1............ . Amenities/Recreation Operating Expenses Year 1 Year 2 Year 3 Year 4 Year 5 TOTAL Bathrooms 12,000 12,000' 12,000, 12,600, 13,230 61,830 Tennis Courts OE 5001 500; 5001 26,500' , iPlayground/Tot Lot 0 2,000 2,000° 2,000; 2,000 8,000 Splash Pad 3,0001 5,0001 5,000: 5,0001 5,000 23,000; Other(Sanitation/Parking Expenses/Repairs) 500: 500; 500; 500 500 2,500' Other 0; 0 0 01 0 0; Total Amenities/Rec.Expenses 15,500 w^ 20,000 20,000 20,606 45,730 121,8301 Perimeter Property Expenses Year 1 T�Year 2 Year 3 Year 4 Year 5 TOTAL I Perimeter Property 50,000 50,000; 50,000: 52,500€ 55,125 257,625 Other(to include water) 6,0001 6,060 6,121- 6,182; 6,2441 30,606: Total Perimeter Prop.Eacpense5 66,000 56,050 564729 58:582 61;3fi9 '288 231 Prepared by: Parks & Recreation Dept 1/2/2014