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Amendment No. 2 to the Central Florida Equipment Rentals, Inc. AMENDMENT NO. 2 TO THE DESIGN/BUILD SERVICES AGREEMENT BETWEEN THE CITY OF MIAMI BEACH, FLORIDA, AND CENTRAL FLORIDA EQUIPMENT RENTALS, INC., DATED FEBRUARY 5, 2014 FOR THE DESIGN/BUILD SERVICES FOR RIGHT-OF-WAY INFRASTRUCTURE IMPROVEMENT PROGRAM NO.8B— LOWER NORTH BAY ROAD PROJECT This Amendment No.2 to the Agreement made and entered this 2 day of J cz.r 2016,by and between the CITY OF MIAMI BEACH, a municipal corporation existing under thelaws of the State of Florida, having its principal offices at 1700 Convention Center Drive, Miami Beach, Florida 33139 (hereinafter referred to as CITY), and CENTRAL FLORIDA EQUIPMENT RENTALS, INC having its offices at 9030 NW 97th Terrace Medley,Florida,33178(hereinafter referred to as CFER). RECITALS WHEREAS,on December 11,2013,the Mayor and City Commission adopted Resolution No. 2013-28436,approving and authorizing the Mayor and City Clerk to execute an Agreement(the Agreement)with CFER for a Guaranteed Maximum Price in the amount of$8,950,040; and WHEREAS, on June 11, 2014, the City executed Amendment No.1 to CFER's Agreement, in the amount of$1,089,868, for the additional design, permitting and construction of the drainage system to meet the enhanced stormwater criteria; and WHEREAS, on July 14, 2014, Notice to Proceed No. 1 was issued to CFER to commence the design, scheduling and permitting activities on the project, and construction began on September 23, 2014; and WHEREAS, CFER has been significantly delayed as a result of slower than expected production rates due to extenuating factors, inclement weather, unseasonably high tides and soil contamination encountered south of North Michigan Avenue; and WHEREAS, at this rate of production, the Design-Builder would be paving the roads in late Summer 2016; and WHEREAS, to minimize the impact of the extended construction time frame, the City Administration has negotiated a construction acceleration plan with CFER in the amount of $1,500,000 to be paid upon completion of certain prescribed milestones as outlined in the attached Exhibit"A"; and WHEREAS,under this plan CFER would increase the number of work crews and extend the work hours to complete the water distribution,stormwater systems, roadway reconstruction and first lift of asphalt pavement by May 13, 2016; and 696 WHEREAS, CFER performed groundwater sample analyses which revealed contaminants in higher that acceptable concentrations for the planned dewatering operations;and WHEREAS,the area affected by the contaminants include,the southernmost portion of Lower North Bay Road (20th Street) north to the intersection of North Michigan Avenue and North Michigan Avenue east to 19th Street. WHEREAS,an allowance in the amount of$978,260,(see Exhibit"B")to be included as part of Amendment No. 2 would be allocated for the costs associated with the dewatering, hauling and disposal of contaminated soils and groundwater, testing and general contaminated area remediation; and WHEREAS, CFER is entitled to a Contract Time extension for inclement weather and adverse soil conditions preventing them from productively performing controlling items of work;and WHEREAS,CFER is being granted twenty-five(25)calendar days for inclement weather and special events delays and fifty-eight(58)calendar days for their inability to perform work in the contaminated areas for a total of eighty-three(83)calendar days; and WHEREAS,this time extension will revise the contractual Substantial Completion date from March 20, 2016 to June 11, 2016; and WHEREAS, pedestrian lighting improvements are not included in the current Design- Build project, and residents have requested that the Administration include these improvements; and WHEREAS,funding for street lighting upgrades in the amount of$400,000,will be added to CFER's Contract as an allowance to design and install as much of the infrastructure that this budget allows; and WHEREAS, this Amendment No. 2 is in the amount of$2,878,260; and WHEREAS, CFER releases the City of all claims it has asserted against the City for additional compensation and/or time pertaining to the Project from the date of the execution of the Agreement, through the date of this Amendment; and WHEREAS, the current contract with Central Florida Equipment Rentals, Inc, is in the amount of$10,039,908 and this Amendment No.2, in the amount of$2,878,260 will result in a total Contract amount of$12,918,168. NOW, THEREFORE, the parties hereto, and in consideration of the mutual promises, covenants, agreements,terms,and conditions herein contained,and in other good and valuable consideration, the respect and adequacy are hereby acknowledged, do agree as follows: 1. ABOVE RECITALS, The above recitals are true and correct and are incorporated as a part of this Amendment No. 2. 2. MODIFICATIONS A. Section 8.01.01 to the Agreement is amended to refer to the new Contract Price, in the amount of$12,918,168. 2 697 i B. Section 6.03 of the Agreement is amended to include an eighty-three(83)calendar day time extension revising the contractual Substantial Completion date from March 20,2016 to June 11, 2016 3. RATIFICATION The City and Design/Build Firm ratify the terms of the Agreement, as amended by this Amendment No. 2. IN WITNESS WHEREOF, the parties hereto have caused this Amendment No. 2 to be executed in their names by their duly authorized officials as of the date first set forth above. ATTEST: CITY OF MIAMI BEAC ,`F -?"'%IDA 1 r vawakulklitir ,j 2 if \ 13..EA "I% -/. AVA , ...... ...... 0 44. City Clerk -- lerk s`C • 1 y:, S ` -k ' G r,4 pRP ,- ATTEST: ••�N DES 4i%•ILD FIRM: -�C� 114, FLORIDA EQUIPMENT <i,Q LS, INC. �� ` 5 , if, ,•_, '..__• , } Secretary resident ``.-,. 61i2-0/.- ,?94 /C0 3 c 6,4(7)-L__ Print Name Print Name Attachments: Exhibit"A"Acceleration Plan with Milestones and Updated Baseline Schedule Exhibit"B"Contamination Remediation Location and Cost Estimates and Map APPROVED GU GE FORM & &FOT EXECUTION City omey r Dot 06,2 3 698 COMMISSION ITEM SUMMARY Condensed Title: A Resolution Of The Mayor And City Commission Of The City Of Miami Beach,Florida,Authorizing The Mayor And City Clerk To Execute Amendment No. 2 To The Design/Build Services Agreement Between The City Of Miami Beach, Florida,And Central Florida Equipment Rentals Inc., Dated January 24,2014(The Contract)For The Right Of Way Infrastructure Improvement Project No.8B,Lower North Bay Road;The Amendment Includes;1)Acceleration Of The Construction Of All Phases Of The Project,2)Allowance For Reimbursable Expenses Associated With Remediation Work In Contaminated Area,And 3)Allowance For Street Lighting Improvements;For A Total Amount Of$2,878,260; Plus A Five(5)Percent Owner's Contingency In The Amount Of$645,908,For A Grand Total Of$3,524,168. Key Intended Outcome Supported: Build and maintain priority infrastructure with full accountability. Supporting Data(Surveys,Environmental Scan,etc:The 2014 Customer Satisfaction Survey indicated that over 77%of residents rated recently completed capital improvement projects as"excellent"or"good". Item Summary/Recommendation: On December 11, 2013, the Mayor and City Commission adopted Resolution No. 2013-28436 approving and authorizing the Mayor and City Clerk to execute an Agreement with.Central Florida Equipment Rentals,Inc.(CFER)for a Guaranteed Maximum Price (GMP) in the amount of $8,950,040, for Design-Build Services for Right of Way Infrastructure Improvement Program No.8B—Lower North Bay Road. CFER has been significantly delayed as a result of slower than expected production rates installing the 10-foot deep, 42-inch diameter concrete pipes and drainage structures, numerous existing underground utilities encountered, extremely high ground water levels caused by extreme high tides,weather delays,extensive permitting time frames, coordination with other nearby right-of-way construction projects and approximately twenty-one(21)private properties currently under construction,among other issues.At this rate of production CFER would be paving the roads in late Summer 2016. In response to the community's request,and to minimize the extended impact,the City Administration has negotiated a construction acceleration plan with CFER in the amount of$1,500,000 to be paid upon completion of certain prescribed milestones. Under this plan the water distribution,stormwater systems,roadway reconstruction throughout the entire project limits up to the first lift of asphalt pavement would be completed by May 13,2016. An allowance in the amount of$978,260 would be allocated for the costs associated with the design,permitting of a specialized dewatering system and the mitigation required by the environmental agency,in order to perform work in the contaminated area. An allowance in the amount of$400,000, for design and installation of as much of the infrastructure for pedestrian lighting improvements as the budget allows will be added. Upon execution of the Amendment No.2 to the Agreement,CFER releases the City of all claims it has asserted against the City for additional compensation and/or time pertaining to the Project from the date of the execution of the Agreement,through the date of this Amendment. The current contract with Central Florida Equipment Rentals Inc,is in the amount of$10,039,908.This Amendment No. 2,in the amount of$2,878,260 will result in a total Contract amount of$12,918,168. At the time of the award of the Design-Build Agreement to CFER,an Owner's contingency was not included. Therefore, a five (5) percent Owner's Contingency in the amount of $645,908, is being discussed for any scope changes requested by the City. THE ADMINISTRATION RECOMMENDS ADOPTING THE RESOLUTION Advisory Board Recommendation: Financial/Information: Sourgeof Amount Account Func$S:,• 1 194,530 423-2326 Water and Sewer Bond(Golf Breeze) 2 16,557 425-2326 Water and Sewer Enterprise Fund : ? 3 190,512 424-2326 Water and Sewer Bond ! 4 848,744 432-2326 Stormwater Bonds Reso No.2015-28988 ' 5 1,793,128 Stormwater Master Plan Program 6 78,188 304-2326 Capital Reserve 7 2,509 384-2326 2003 GO Bonds 8 400,000 Capital Reserve(Subject to Capital Budget Amendment) 0 PI Total $3,524,168 in cial Impact Summary: City Clerk's Office Legislative Tracking: Sign-Offs: ' •: •-rtment Director Assistant •y nager City nager DM A'A. ETC Fog JLM I • T:\AGENDA120161January\CIP\Lower North Bay Road\Lower North Bay Road Amendment No 2.Summary.doc MIAMI BEACH AGENDA ITEM 688 DATE 1-13-1(0 MIAMI BEACH City of Miami Beach, 1700 Convention Center Drive,Miami Beach,Florida 33139,www.miamibeachfl.gov COMMISSION MEMORANDUM TO: Mayor Philip Levine and Members o'the City C. mission FROM: Jimmy L. Morales, City Manager DATE: January 13, 2016 SUBJECT: A RESOLUTION OF THE MAYOR •ND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AMENDMENT NO. 2 TO THE DESIGN/BUILD SERVICES AGREEMENT BETWEEN THE CITY OF MIAMI BEACH, FLORIDA, AND CENTRAL FLORIDA EQUIPMENT RENTALS INC., DATED JANUARY 24, 2014 (THE AGREEMENT) FOR THE RIGHT OF WAY INFRASTRUCTURE IMPROVEMENT PROJECT NO.8B,LOWER NORTH BAY ROAD PROJECT;THE AMENDMENT INCLUDES; 1) ACCELERATION OF THE CONSTRUCTION OF ALL PHASES OF THE PROJECT, 2) ALLOWANCE FOR REIMBURSABLE EXPENSES ASSOCIATED WITH REMEDIATION WORK IN CONTAMINATED AREA,AND 3)ALLOWANCE FOR STREET LIGHTING IMPROVEMENTS; FOR A TOTAL AMOUNT OF $2,878,260; PLUS A FIVE (5) PERCENT OWNER'S CONTINGENCY IN THE AMOUNT OF $645,908, FOR A GRAND TOTAL OF $3,524,168; FROM PREVIOUSLY APPROPRIATED WATER AND SEWER BONDS AND STORMWATER MASTER PLAN PROGRAM FUND,AND CAPITAL RESERVE FUNDING SUBJECT TO 2nd AMENDMENT TO FY 2015/16 CAPITAL BUDGET. - ADMINISTRATION RECOMMENDATION The Administration recommends adopting the Resolution. KEY INTENDED OUTCOME SUPPORTED Build and maintain priority infrastructure with full accountability. FUNDING $ 194,530 Water and Sewer Bond (Golf Breeze) $ 16,557 Water and Sewer Enterprise Fund $ 190,512 Water and Sewer Bond $ 848,744 Stormwater Bonds Reso No. 2015-28988 $1,793,128 Stormwater Master Plan Program $ 78,188 Capital Reserve $ 2,509 2003 GO Bonds $ 400,000 Capital Reserve(subject to Capital Budget Amendment) $3,524,168 Total 689 City Commission Memorandum-RIGHT OF WAY INFRASTRUCTURE IMPROVEMENT PROJECT NO.8B, LOWER NORTH BAY ROAD AMENDMENT NO 2 January 13, 2016 Page 2 of 4 BACKGROUND On December 11, 2013, the Mayor and City Commission adopted Resolution No. 2013-28436 approving and authorizing the Mayor and City Clerk to execute an Agreement with Central Florida Equipment Rentals, Inc. (CFER) for a Guaranteed Maximum Price (GMP) in the amount of $8,950,040. The project limits consist of the North Bay Road Corridor which is bounded by 20th Street to the South, Biscayne Bay to the West, Alton Road to the east and north, including the intersecting streets within the aforementioned project limits. The scope of this Design-Build project includes the design, permitting and construction associated with earthwork,roadway,pavement reconstruction and restoration,sidewalk construction,water main and water services installation, seawall reconstruction, sanitary sewer lining, storm drainage infrastructure installation, including a pump station at 23`d Street and streetscape improvements. On June 11, 2014, the City executed Amendment No.1 to CFER's Agreement, in the amount of $1,089,868,for the additional design,permitting and construction of the drainage system to meet the enhanced stormwater criteria. On July 14,2014, Notice to Proceed No. 1 was issued to CFER to commence the design,scheduling and permitting activities on the project. On September 23,2014,construction began. On August 10, 2015, following the receipt of the required permits, construction of the stormwater drainage system began. Pursuant to Notice to Proceed No. 1, the Project is required to be Substantially Complete within 615 calendar days, or by March 20, 2016, and Final Completion attained within sixty (60) calendar days following Substantial Completion. CURRENT STATUS The lining of the sanitary sewers is complete,the watermain installation is approximately seventy-five (75)percent complete and the Stormwater Drainage System installation is approximately fifteen(15) percent complete. CFER has been significantly delayed as a result of slower than expected production rates installing the 10-foot deep,42-inch diameter concrete pipes and drainage structures, which are being installed along the center of the roadway. Other factors that have slowed production rates include,the numerous existing underground utilities encountered,extremely high ground water levels caused by extreme high tides, weather delays, extensive permitting time frames, soil contamination encountered south of North Michigan Avenue,coordination with other nearby right-of- way construction projects and approximately twenty-one (21) private properties currently under construction. The Project's proximity to Alton Road has also resulted in traffic impacts as motorists utilize Lower North Bay Road as an alternate north/south route.At this rate of production CFER would be paving the roads in late Summer 2016. ANALYSIS Construction Acceleration In order to minimize the impact of the extended construction time frame, the City Administration has negotiated a construction acceleration plan with CFER in the amount of $1,500,000 (refer to Amendment No. 2) to be paid upon completion of certain prescribed milestones as outlined in the attached Amendment No. 2 to the Agreement. Under this plan the water distribution, stormwater systems, roadway reconstruction throughout the entire project'limits up to the first lift of asphalt pavement would be completed by May 13, 2016. This would be accomplished by increasing the number of work crews,by extending working hours,and working on Saturdays. The acceleration plan includes three additional crews subcontracted by CFER from local contractors. The contractor will also provide additional construction oversight and project management as well as designated crews 690 City Commission Memorandum-RIGHT OF WAY INFRASTRUCTURE IMPROVEMENT PROJECT NO. 8B, LOWER NORTH BAY ROAD AMENDMENT NO 2 January 13, 2016 Page3of4 to maintain the work zone in a clean and orderly fashion. CFER has already mobilized additional crews. Under this plan up to five crews may be working simultaneously throughout the Lower North Bay Road corridor. Contamination Remediation As part of the Design-Build Agreement,CFER was required to perform groundwater sample analyses. As such, monitoring wells were installed which revealed contaminants in higher that acceptable concentrations for the planned dewatering operations.The area affected by the contaminants include, the southernmost portion of Lower North Bay Road (20th Street) north to the intersection of North Michigan Avenue and North Michigan Avenue east to 19`h Street. Design, permitting and testing for the new dewatering system will be required in order to proceed with the installation of water main and stormwater system. Additional costs will be incurred for the discharge into the City's Sanitary Sewer system and for the hauling and disposal of the contaminated soils. An allowance in the amount of$978,260(refer to Amendment No. 2)would be allocated for the costs associated with the design, permitting of a specialized dewatering system and the mitigation required by the environmental agency, in order to perform work in the contaminated area. Time Extension Pursuant to the Design-Build Agreement,CFER is entitled to a Contract Time extension for inclement weather or adverse soil conditions preventing them from productively performing controlling items of work. In addition to rain days, CFER demobilized for the Centennial Holiday and Art Basel special events,for Tropical Storm Erika and for the King Tides.Twenty-five(25)calendar days will be granted for the above mentioned delays,and fifty-eight(58)calendar days for their inability to perform work in the contaminated areas.As part of the Amendment No.2,the City would grant CFER a total of eighty- three(83)calendar days.This time extension will revise the contractual Substantial Completion date from March 20, 2016 to June 11, 2016. The Contract Time extension is reflected in the updated baseline schedule included as part of the Amendment No. 2 Upon execution of the Amendment No. 2 to the Agreement, CFER releases the City of all claims it has asserted against the City for additional compensation and/or time pertaining to the Project from the date of the execution of the Agreement, through the date of this Amendment; and Street Lighting Pedestrian lighting improvements are not included in the current Design-Build project; however, residents have requested that the Administration include these improvements. Funding for street lighting upgrades in the amount of$400,000 is being funded by Capital Reserve Fund.This$400,000 (refer to Amendment No. 2)will be utilized as an allowance to design and install as much of the infrastructure that this budget allows. Based on similar City lighting projects, the improvements are estimated to cost close to$1.5 million for the design and construction of the system. The City would complete the lighting improvements when the additional funding is identified. Owner's Contingency At the time of the award of the Design-Build Agreement to CFER, an Owner's contingency was not included in the original funding appropriation. Therefore,a five(5)percent(of the overall construction budget)Owner's Contingency in the amount of$645,908, is being discussed for any scope changes requested by the City. The current Design-Build Agreement with CFER, is in the amount of$10,039,908.This Amendment No. 2, in the amount of$2,878,260 will result into total Contract amount of$12,918,168. 691 • City Commission Memorandum-RIGHT OF WAY INFRASTRUCTURE IMPROVEMENT PROJECT NO. 8B, LOWER NORTH BAY ROAD AMENDMENT NO 2 January 13,2016 Page 4 of 4 During the adoption of the FY 2015/16 Capital Budget, a new programmatic approach for managing bond proceeds for capital projects in the Stormwater and Water&Sewer funds was instituted. The new approach creates a system-wide master program for each fund. The overall budget control for these funds will be in the master programs. Whenever a contract is awarded for a project during the fiscal year,an administrative budget amendment will be processed to move the necessary amount of funding from the master program to the individual project budget. The necessary budget amendments will not need to be approved by Commission, but will reflect any contracts awarded by Commission for these funds. This approach will maintain maximum flexibility while facilitating the timely spending of bond funds. This Amendment No. 2 plus the five(5)percent owner's contingency in the amount of$3,524,168 is partially being funded by $848,744 from previously appropriated funding and $1,793,128 from the Stormwater Master Plan Program. The acceptance of this$1,793,128 for the Lower North Bay Road Project reduces the available of stormwater bond funds from $12,167,584 to $10,374,456. CONCLUSION The Administration recommends that the Mayor and City Commission adopt the Resolution. • Attachment: Amendmet No. 2 to the CFER Agreement J M/ETC/.�f. T:\AGENDA12016\January\CIP\Lower North Bay Road\Lower North Bay Road.Amendment 2.Memo.doc 692 RESOLUTION NO. A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AMENDMENT NO. 2 TO THE DESIGN/BUILD SERVICES AGREEMENT BETWEEN THE CITY OF MIAMI BEACH, FLORIDA, AND CENTRAL FLORIDA EQUIPMENT RENTALS INC., DATED JANUARY 24, 2014 (THE AGREEMENT) FOR THE RIGHT OF WAY INFRASTRUCTURE IMPROVEMENT PROJECT NO. 8B, LOWER NORTH BAY ROAD PROJECT; THE AMENDMENT INCLUDES; 1) ACCELERATION OF THE CONSTRUCTION OF ALL PHASES OF THE PROJECT, 2) ALLOWANCE FOR REIMBURSABLE EXPENSES ASSOCIATED WITH REMEDIATION WORK IN CONTAMINATED AREA, AND 3) ALLOWANCE FOR STREET LIGHTING IMPROVEMENTS; FOR A TOTAL AMOUNT OF $2,878,260; PLUS A FIVE (5) PERCENT OWNER'S CONTINGENCY IN THE AMOUNT OF $645,908, FOR A GRAND TOTAL OF $3,524,168; FROM PREVIOUSLY APPROPRIATED WATER AND SEWER BONDS AND STORMWATER MASTER PLAN PROGRAM FUND, AND CAPITAL RESERVE FUNDING SUBJECT TO 2ND AMENDMENT TO FY 2015/16 CAPITAL BUDGET. WHEREAS, on December 11, 2013, the Mayor and City Commission adopted Resolution No. 2013-28436, approving and authorizing the Mayor and City Clerk to execute an Agreement (the Agreement) with Central Florida Equipment Rentals, Inc. (CFER) for a Guaranteed Maximum Price in the amount of$8,950,040; and WHEREAS, the scope of this Design-Build project includes the design, permitting and construction associated with earthwork, roadway, pavement reconstruction and restoration, sidewalk re-construction, water main and water services installation, seawall construction, sanitary sewer lining, storm drainage infrastructure installation, a pump station and streetscape improvements; and WHEREAS, on June 11, 2014, the City executed Amendment No.1 to CFER's Agreement, in the amount of $1,089,868, for the additional design, permitting and construction of the drainage system to meet the City's enhanced stormwater criteria; and WHEREAS, on July 14, 2014, Notice to Proceed No. 1 was issued to CFER to commence the design, scheduling, and permitting activities on the project, and construction began on September 23, 2014; and WHEREAS, CFER has been significantly delayed as a result of slower than expected production rates due to extenuating circumstances, inclement weather, unseasonably high tides, and soil contamination encountered south of North Michigan Avenue; and WHEREAS, at this rate of production, CFER would be paving the roads in late Summer 2016; and 693 WHEREAS, to minimize the impact of the extended construction time frame, the City Administration has negotiated a construction acceleration plan with CFER in the amount of $1,500,000, to be included as part of Amendment No. 2, and paid upon completion of certain prescribed milestones; and WHEREAS, under this plan CFER would increase the number of work crews and extend the work hours to complete the water distribution, stormwater systems, roadway reconstruction and "first lift" of asphalt pavement by May 13, 2016; and WHEREAS, as part of the Agreement, CFER was required to perform groundwater sample analyses and as a result, monitoring wells were installed, testing of which revealed contaminants in higher that acceptable concentrations for the planned dewatering operations; and WHEREAS, the area affected by the contaminants include the southernmost portion of Lower North Bay Road (20th Street) north to the intersection of North Michigan Avenue and North Michigan Avenue east to 19th Street; and WHEREAS, an allowance in the amount of $978,260, is included as part of Amendment No. 2, and is allocated for the costs associated with the dewatering, hauling and disposal of contaminated soils and groundwater, testing and general contaminated area remediation; and WHEREAS, CFER is entitled to a Contract Time extension due to inclement weather or adverse soil conditions which have prevented them from productively performing material portions of the work; and WHEREAS, the Amendment purposes a twenty-five (25) calendar day extension to CFER due to inclement weather and "special events" delays, and fifty-eight (58) calendar days for their inability to perform work in the contaminated areas, for a total of eighty-three (83) calendar days; and WHEREAS, this time extension will revise the contractual Substantial Completion date from March 20, 2016 to June 11, 2016; and WHEREAS, pedestrian lighting improvements are not included in the current Design-Build project, and residents have requested that the Administration include these improvements; and WHEREAS, the improvements are estimated to cost close to $1.5 million for the design and construction of the system; and WHEREAS, funding for street lighting upgrades in the amount of $400,000, will be added to CFER's Agreement as an allowance to design and install; and as much of the infrastructure that this budget allows the City would complete the lighting improvements when the additional funding is identified WHEREAS, as part of this Amendment No. 2, CFER releases the City of all claims it has or may assert against the City for additional compensation and/or time pertaining to the Project from the date of the execution of the Agreement, through the date of this Amendment No. 2; and 694 WHEREAS, the current contract with Central Florida Equipment Rentals, Inc, is in the amount of $10,039,908, and this Amendment No. 2, in the amount of $2,878,260, will result in a total Contract amount of$12,918,168. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission of the City of Miami Beach, Florida, authorizing the Mayor and City Clerk to Execute Amendment No. 2 to the Contract between the City of Miami Beach, Florida, and Central Florida Equipment Rentals, Inc. dated January 24, 2014 (the Contract) for the Right-of Way Infrastructure Improvement Project No. 8B, Lower North Bay Road Project; the amendment includes; 1) acceleration of the construction of all phases of the project, 2) allowance,for reimbursable expenses associated with the working in contaminated area, and 3) allowance for the street lighting improvements; for a total amount of $2,878,260; plus a five (5) percent owner's contingency in the amount of$645,908, for a grand total of$3,524,168; funding for this amendment is available from previously appropriated water and sewer bonds, and stormwater master plan program fund, and capital reserve funding subject to 2nd Amendment to FY 2015/16 Capital Budget. PASSED AND ADOPTED this day of , 2016. Philip Levine, Mayor ATTEST: APPROVED AS AGE Rafael E. Granado, City Clerk FORM 8c LANGUAGE &FOR EXECUTION City Attorney Date T:IAGENDA\2016\January\CIP\Lower North Bay Road\Lower North Bay Road.Amendment 2.Resolution.doc 695 AMENDMENT NO. 2 TO THE DESIGN/BUILD SERVICES AGREEMENT BETWEEN THE CITY OF MIAMI BEACH, FLORIDA, AND CENTRAL FLORIDA EQUIPMENT RENTALS, INC., DATED FEBRUARY 5, 2014 FOR THE DESIGN/BUILD SERVICES FOR RIGHT-OF-WAY INFRASTRUCTURE IMPROVEMENT PROGRAM NO.8B— LOWER NORTH BAY ROAD PROJECT This Amendment No.2 to the Agreement made and entered this day of 2016,by and between the CITY OF MIAMI BEACH, a municipal corporation existing under the laws of the State of Florida, having its principal offices at 1700 Convention Center Drive, Miami Beach, Florida 33139 (hereinafter referred to as CITY), and CENTRAL FLORIDA EQUIPMENT RENTALS, INC having its offices at 9030 NW 97th Terrace Medley,Florida,33178(hereinafter referred to as CFER). RECITALS WHEREAS,on December 11,2013,the Mayor and City Commission adopted Resolution No.2013-28436,approving and authorizing the Mayor and City Clerk to execute an Agreement(the Agreement)with CFER for a Guaranteed Maximum Price in the amount of$8,950,040; and WHEREAS, on June 11, 2014, the City executed Amendment No.1 to CFER's Agreement, in the amount of$1,089,868, for the additional design, permitting and construction of the drainage system to meet the enhanced stormwater criteria; and WHEREAS, on July 14, 2014, Notice to Proceed No. 1 was issued to CFER to commence the design, scheduling and permitting activities on the project,and construction began on September 23, 2014; and WHEREAS, CFER has been significantly delayed as a result of slower than expected production rates due to extenuating factors, inclement weather, unseasonably high tides and soil contamination encountered south of North Michigan Avenue; and WHEREAS, at this rate of production, the Design-Builder would be paving the roads in late Summer 2016; and WHEREAS, to minimize the impact of the extended construction time frame, the City Administration has negotiated a construction acceleration plan with CFER in the amount of $1,500,000 to be paid upon completion of certain prescribed milestones as outlined in the attached Exhibit"A"; and WHEREAS,under this plan CFER would increase the number of work crews and extend the work hours to complete the water distribution,stormwater systems, roadway reconstruction and first lift of asphalt pavement by May 13, 2016; and 696 WHEREAS, CFER performed groundwater sample analyses which revealed contaminants in higher that acceptable concentrations for the planned dewatering operations;and WHEREAS,the area affected by the contaminants include,the southernmost portion of Lower North Bay Road (20th Street) north to the intersection of North Michigan Avenue and North Michigan Avenue east to 19th Street. WHEREAS,an allowance in the amount of$978,260,(see Exhibit"B")to be included as part of Amendment No. 2 would be allocated for the costs associated with the dewatering, hauling and disposal of contaminated soils and groundwater, testing and general contaminated area remediation; and WHEREAS, CFER is entitled to a Contract Time extension for inclement weather and adverse soil conditions preventing them from productively performing controlling items of work;and • WHEREAS,CFER is being granted twenty-five(25)calendar days for inclement weather and special events delays and fifty-eight(58)calendar days for their inability to perform work in the contaminated areas for a total of eighty-three(83)calendar days; and WHEREAS,this time extension will revise the contractual Substantial Completion date from March 20, 2016 to June 11, 2016; and WHEREAS, pedestrian lighting improvements are not included in the current Design- Build project, and residents have requested that the Administration include these improvements; and WHEREAS,funding for street lighting upgrades in the amount of$400,000,will be added to CFER's Contract as an allowance to design and install as much of the infrastructure that this budget allows; and WHEREAS, this Amendment No. 2 is in the amount of$2,878,260; and WHEREAS, CFER releases the City of all claims it has asserted against the City for additional compensation and/or time pertaining to the Project from the date of the execution of the Agreement, through the date of this Amendment; and WHEREAS, the current contract with Central Florida Equipment Rentals, Inc, is in the amount of$10,039,908 and this Amendment No.2, in the amount of$2,878,260 will result in a total Contract amount of$12,918,168. NOW, THEREFORE, the parties hereto, and in consideration of the mutual promises, covenants, agreements,terms,and conditions herein contained,and in other good and valuable consideration, the respect and adequacy are hereby acknowledged, do agree as follows: 1. ABOVE RECITALS The above recitals are true and correct and are incorporated as a part of this Amendment No. 2. 2. MODIFICATIONS A. Section 8.01.01 to the Agreement is amended to refer to the new Contract Price, in the amount of$12,918,168. 2 697 B. Section 6.03 of the Agreement is amended to include an eighty-three(83)calendar day time extension revising the contractual Substantial Completion date from March 20,2016 to June 11, 2016 3. RATIFICATION The City and Design/Build Firm ratify the terms of the Agreement, as amended by this Amendment No. 2. IN WITNESS WHEREOF, the parties hereto have caused this Amendment No. 2 to be executed in their names by their duly authorized officials as of the date first set forth above. ATTEST: CITY OF MIAMI BEACH, FLORIDA City Clerk Mayor ATTEST: DESIGN/BUILD FIRM: CENTRAL FLORIDA EQUIPMENT RENTALS, INC. Secretary President Print Name Print Name Attachments: Exhibit"A"Acceleration Plan with Milestones and Updated Baseline Schedule Exhibit"B"Contamination Remediation Location and Cost Estimates and Map 3 698 Exhibit A Central Florida Equipment Rentals Inc. EARTHWORK AND ENGINEERING CONTRACTORS A A COMPLETE LINE OF EQUIPMENT RENTALS January 5,2016 City of Miami Beach Office of Capital Improvement Projects 1701 Meridian Avenue,Suite 300 Miami Beach,FL 33139 Attention: David Martinez PE,CIP Director RE: Design/Build Services for Right-of-Way Infrastructure Improvement Program No.8B Lower North Bay Road Subject: Acceleration Schedule of Values Dear Mr. Martinez, The following summarizes the summary of milestones and associated payments per our project acceleration proposal in the amount of$I.5M. We have also included allowances for contamination mitigation found in the southern portion of the project site. Please contact me with any questions or comments. Best Regards, Marcus Thermes Vice President cc: Mina Samadi,CMB Humberto Cabanas,CMB Carla Dixon.CMB Richard Baer,CFER Robert Baer,CFER Attach: LNB Road Acceleration Summary I ,d 9030 N.W. 97 Terrace • Medley. Florida 33178 to Telephone: (305) 888-3344 • Fax: (305) 887-7804 699 f',7.r'f4�saya s .��1n.tp � �i-yiF , ;' i :r. .►.qr ,.. � '.. �, -:1 WER OR BAY ROAD ACCELERATION SIJItIf@1lAitY r, r :' Construction Milestones Description Incentive Watermain Area Expedite the complete installation of Mainline,Testing Phase 1 and Services on Lower North Bay from W 20th St.to W 21st St. $ 30,000.00 Expedite the complete installation of Mainline,Testing Watermain Area and Services on Lower North Bay from W 21st St.to W. Phase 2 27th St. $ 30,000.00 Watermain Area Expedite the complete installation of Mainline,Testing Phase 3 and Services on Lower North Bay from W.27th St.to Alton Rd.(North End) $ 30,000.00 Storm Drainage Area Expedite the complete installation of Mainline,Inlets, Phase 1 Manholes and Cross Drains on Lower North Bay from W 20th St.to W 21st St. $ 220,000.00 Storm Drainage Area Expedite the complete installation of Mainline,Inlets, Phase 2 Manholes and Cross Drains on Lower North Bay from W 21st St.to W.27th St. $ 220,000.00 Storm Drainage Area Expedite the complete installation of Mainline,Inlets, Phase 3 Manholes and Cross Drains on Lower North Bay from W.27th St.to Alton Rd.(North End) $ 220,000.00 • Storm Water Lift Expedite the complete installation of Storm Water Lift Station Station at W 23rd St. $ 50,000.00 Asphalt Pavement 1st Expedite the complete installation of Asphalt 1st Lift on Lift Area Phase 1 Lower North Bay from W 20th St.to W 21st St. , $ 150,000.00 Asphalt Pavement 1st Expedite the complete installation of Asphalt 1st Lift on Lift Area Phase 2 Lower North Bay from W 21st St.to W.27th St. $ 200,000.00 Asphalt Pavement 1st Expedite the complete installation of Asphalt 1st Lift on Lift Area Phase 3 Lower North Bay from W.27th St.to Alton Rd.(North End) $ 150,000.00 Contractor Contingency Incidental contingency for expediting work. $ 200,000.00 Total Incentive to Expedite Completion $ 1,500,000.00 700 6 � 3 _ _ .�`•'� fir=-t� �"� .•� .�` yaF _ -' g .. y"+ _ - - ;--'�-.�- yc .tee. Lower North Bay Road Infrastructure Improvement Program 88 Classic MS Layout w//WBS Summary Duration .r y�•_ V, ,...,.• a • ;ter t ? ! e: t..; 4t F-i.. Y ,.,..•'"-';'''J .�`*."''+.- r. �.. °' IR c`'•--.ei''a.t -,.'L.,-C fi.F 4 iis k. 1;:ti VW1!.!'t i li 0 ,JI Lower North Bay Road Infrastructure Impro 1 -`v.. -r-... . 7D4C - ` .101)envatirn ids e,'T y t. {gyp r 107-Feb-1S.Phase A-Design ar CONSIDERATION FOR INDEMNIFICATION 14-Jul-14A-14•JuI-14A 100% 1 4 ::l ALLOWANCE PERMIT FEES 14-Jul-14A 20-Jul-15A 100% 75 ',.. PROJECT DESIGN DELIVERABLES 14Jr 14A 22-Jut15A 100% 148 • GENERAL CONDITIONS CONTRACT DESIGN&PERMITT1N 14-JuI-14A 22-Jul-15A 100% 107 90%Plans Production&Preparation 14-JuI-14A 12-Mar-15A 100% 114 1.1 NTP k1 Notice to Proceed Milestone 14-Jul-14A 100'/. 0 -:'t Distribute Previous 100%Construction Plans for Utiity Coor 14-Jul-14A 14-Jul-14A 100% 1 Prepare 90%Design Water Distribution System Plans 14-Jul-14A 04-Aug-14A 100% 3 Utility Coordination Review(Authority Having Jurisdiction) 15-Jul-14A 11-Aug-14 A 100% 15 CIPP Sanitary Sewer lining Package 14-Jul-14A 21-Aug-14A 100% 15 Topographical Survey 14-Jul-14A 22-Aug-14A 100% 14• i Drainage System Design Calculations 15Jut-14A 24-Aug-14A 100% 5 • F' Prepare 90%Design Drainage System Plans 08-Aug-14A 25-Aug-14A 100% 2 Prepare 90%Design Storm Water Pump Station Plans 23-Jul.14A 25-Aug-14A 100% 3 Prepare 90%Design Storm Water Pump Station Details&N 26-Jul•14A 25-Aug-14A 100% 3 i Prepare 90%Design Roadway Plans 23-Jul-14A 25-Aug-14A 100% 3 Prepare&Submit Drainage Report to Cry o/Miam Beach 20-Jul-14 A 26-Aug-14 A 100% 3 Geotechnical Investigation Plan 21-Aug-14A 23-Aug-14A 100% 1 DERM Drainage Parameters Meeting 05-Sep-14A 05-Sap-14A 100% 0 GeotechNeal Borings(Field Work) 09-Sep-14A 09-Sep-14A 100% 1 Soik Material Testing(Lab Work) 10-Sep-14A 11-Sep-14 A 100% 3 I Final Geotechnical Report 12-Sep-14A 16-Sep-14A 100% 2 Prepare 90%Design Electrical Pump Station Plans 26Jul-14A 22-Sep-14A 100% 2 Prepare 90%Design Project Manual&Specifications 26-Jul14A 23-Sap-14A 100% 2 Prepare 90%Design Structural Seawal Plans 23-Jut-14A 23-Sap-14A 100% 3 Prepare 90%Plans&Specifications Subrrittal to City of Miar 10-Aug-14A 23-Sep-14A 100% 1 Drainage Report Review by City of Miami Beach 26-Aug-14A 03-Ocl-14A 100% 15 Prepare 90%General Notes,Existing Conditions&Demoltk 17-Jul-14A 10-Oct-14A 100% 3 90%Plans&Specifications Review by City Miami Beach 11-Aug-14 A 20-Oct-14A 100% 15 Prepare 90%Design Structural Pump Station Plans 23-Jul-14A 29-Oct-14A 100% 3 Prepare Dswatering Plans 07-Aug••14 A 26-Nov-14A 100% 15 Unity Adjustment Sheet 20-Nov-14A 09-Dec-14A 100% 3 Prepare Final Drainage Report to City of Miami Beach 01-Oct-14A 12-Mar-15A 100% 1 100%Plans Production 4,Permitting 0e-Aug-14A 03-Sep-15A 100% 279 Florida Department of Health(Water Man) 09-Sep-14A 10-Sep-14A 100% 10 Design/Builder Pul Sewer Lining Permit 28-Aug-14 A 22-Sep-14A 100% 1 Prepare 100%Water Plans&Probes 13-Aug-14A 24-Sap-14A 100% 5 Design Issue Resolution Meeting 90%Plans nth Cty of Mia 06-Aug-14 A 03-Oct-14A 100% 1 . South Florida Water Management District Water Use Perrot 14-Oct-14A 20-Oct-14A 100% 10 • Prepare 100%Landscape&Irrigation Pump Station Plans 03-Sap-14 A 20-Nov-14A 100% 2 • Submit 100%Pans Approved for Construction Production P 29-Aug-14A 02-Dec-14A 100% 1 Prepare 100%General Notes.Existing Conditions&Demos 17-Oct-14A 10-Dec-14 A 100% 10 by 4Y Sep-14A 22-Oec-14A 100% 15 '' 100%Pierre Review and Comments C' of Marti Beach 29 5 Miami Dade County RER(DERM)Cass V Perrot(Oewateri 15-Oct-14A 02-Jan-15A 100% 10 .. .. Remaining Level of Effort NEM Actual Work MIIIIM Critical Remaining Work•• Summary Page 1 of 21 eiwwiww Actual Level of Effort l!• Remaining Work• •Milestone . Was Summary Activity 702 Lower North Bay Road Infrastructure Improvement Program 88 Classic WBS Layout w/WBS Summary Duration ,.7, , -"....e3 1"-": Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration Fltmi 7 ,.... ,.. . _ ,r� ' _ CI U k t z. OeaSYlr+ r. Precast Concrete Flow Control Structure and Trash R 07-Dec-15 20-Dec-15 0% 14 19 -M„.. Precast Concrete • Control Structure and Trash k Su• Precast Concrete Outfal Weir Structure Submittal 07-Dec-15 20-Dec-15 0% 14 31 or-• Precast Concrete.. 1 Weir Structure Submittal ,,9 Sitecast Concrete Pump Station Lifting System Revies 21-Dec-15 23-Dec-15 0% 3 42 IIINL Sitecast Concret - mp Station Lilting System Revi Concrete Mix Designs Review 14-Dec-15 03-Jan-16 0% 21 36 .—.-- -y Concrete • Designs Review Reinforcing Steel Review 14-Dec-TS 03-Jan-16 0% 21 36 1�,. _ Reinforc' feel Review Concrete Accessories Review 14-Dec-15 03-Jan-16 0% 21 36 r•••■ Concrete• essones Review Sitecast Concrete Pump Station Wet Wel 24-Dec-15 04-Jan-18 0% 12 42 = Sitecast • trots Pump Station Wet Wel Precast Concrete Flow Control Structure and Trash R 21-Dec-15 10-Jan-16 0% 21 19 Prec •Corurete Flow Control Structure and as Precast Concrete Outfal Weir Structure Review 21-Dec-15 10-Jan-16 0% 21 31 _ Prec .Concrete Outfal Weir Structure Rev' Concrete Mac Procurement 04-Jan-16 10-Jan-I6 0% 7 36 1 Con. .Mix Procurement ( Reinforcing Steel Procurement 04-Jan-16 10-Jan-16 0% 7 36 mt.-, Rein•', •Steel Procurement Concrete Accessories Procurement 04-Jan-16 10-Jan-16 0% 7 36 Co• !Accessories Procurement Precast Concrete Flow Control Structure and Trash R 11-Jan-16 07-Feb-16 0% 28 19 Precast Concrete Flew Co•of • Precast Concrete 0utfal Wei Structure Procurement 11-Jan-16 07-Feb-16 0% 28 31 limo Ml Precast Concrete Outfal W Pumps,Control Panel and Accessories 29•Apr-15A 110-J 16,Pumps.Control Panel and Aacesso tes [ Submersibe Pumps,Control and Accessories Submi 29-Apr-15A 16-Jun-15A 100% 28 Pump Station Control Panel Submittal 29-Apr-15 A 16-Jun-15A 100% 28 ' Submersible Pumps,Control and Accessories Review 17-Jun-15A 22-Jun-15A 100% 21 Pump Station Control Panel Review 17-Jun-15A 22-Jun-15A 100% 21 Pump Station Electrical Panel Submittal 07-Dec-15 13-Dec-15 0% 7 69 Pump Station Electrical• el Subnyttal • Electrical Wving,Connectors and Accessories Submit 07-Dec-15 13-Dec-15 0% 7 36 Electrical Wring,Co •I s and Accessories Submittal Submersible Pumps.Control and Accessories Procu 23-Jun-15A 20-Dec-15 87.5% 112 80 Submersble Pu • �ontrol'and Acc4ssories Procurement Pump Station Control Panel Procurement 23-Jun-15A 20-Oec-15 87.5% 112 80 Pump Station Cont• and Prbcurement Pump Station Electrical Panel Review 14-Dee-15 03-Jan-16 0% 21 59 Pump St iii,Electrical Panty Review Electrical Wiring,Connectors and Accessories Review 14-Dec-15 03-Jan-16 0% 21 38 Electrical . Correctors and Accessories Rev.w ii Pump Station Electrical Panel Procurement 04-Jan-16 10-Jan-16 0% 7 59 P lion Electric al Pine'Procurement Electrical Wring,Connectors and Accessories Procur 04-Jan-16 10-Jan-16 0% 7 38 Elec Wtmg.Connec ors and Accessories•ro - Flap Gates,Piping.Fittings&Accessories rc .MIIIC31111. FMp Gates and Accessories Submittal 05-May-15A 18-Jun-15A 100% 28 1 Ductte Iron Pipe and Fittings Submittal 05-May-15A 18-Jun-15A 100% 7 • Flop Gates and Accessories Submittal Review 16-Jun-15A 23-Jun-15A 100% 21 Ductile Iron Pipe and Fillings Review 16-Jun-15A 23-Jun-15A 100% 21 Flap Gates and Accessories Submittal Procurement 23-Jun-15A 31-Aug-15A 100% 5e Ductile Iron Pipe and Fittings Procurement 23Jun-15A 31-Aug-15A 100% 28 • Seawall&Outfall Submittal 20-May-15A 07-Feb-16 72.37% 228 81 mom 07-F4-16,Seawal Outfa Su Seawall Structute 07-Dec-IS 07-Feb-16 0%f 63{ 81 n—� I 07-Fe.-16,Seawall uctur 1 Concrete Mot Designs Submittal 07-Dec-15 13-Dec-15 0% 7 109 Concrete Mac Designs ' _ I Reinforcing Steel Submittal 07-Dec-15 13-Dec-15 0% 7 109 _ Reinforcing Steel S Concrete Accessories Submittal 07-Dec-15 11-Dec-15 0% 7 109 Concrete Accessories' Riprap Erosion Control Submittal 07-Dec-15 13-Dec-15 0% 7 109 _ Riprap Erosion Control I ' Sheet Piing Design 8 Cakulations Submittal 07-Dec-15 20-Dec-15 0% 14 81 Sheet Ping Desg l skins••• Submittal Concrete Mb Designs Review 14•Dec-15 03-Jan-16 0% 21 109 Concrete �)Design Review Reinforcing Steel Review 14-Dec-15 03-Jan-16 0% 21 109 N= Renforc I eel Re few Concrete Accessories Review 14-Dec-15 03-Jan-16 0% 21 109 —�_ Concrete• essorie Review Riprap Erosion Control Review 14-Dec-15 03-Jan-16 0% 21 109 —_ Riprep Er... C,en••Review Sheet Ping Design&Cakuntions Review 21-Dec-15 10-Jan-16 0% 21 81 She -1 •Des• &Catuletior s Revi• Concrete Ma Procurement 04-Jan-16 10-Jan-16 0% 7 109 Con• ,Moe Pr.curemeht , ii.sw■ww Remaining Level of Effort Actual Work MINI Critical Remaining Work . .Summary Page 3 of 21 seesaw Actual Level of Effort Remaining Work• •Milestone 1-,,' =:1 WBS Summary Activity 704 Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout ve WEIS Summary Duration • vittiii .- .,a ♦ ,5. r„j.:.-- ,. '' 1T �iGi©r��,��r+Q1s♦<IBR—R ES Q 3('E1E3 Reinforcing Steel Procurement 04-Jan-16 10-Jan-16 0'1. 7 109 'r+ Matte. •Stee Procurement Concrete Accessories Procurement 04-Jan-18 10-Jan-16 0% 7 109 Ma Conae•Accessodes Pty.,curemeht Riprep Erosion Control Procurement 04-Jan-16 10-Jan-16 0% 7 109 ..a RV g,.t onion C ontrol Procurement t f Sheet Ping Design&Calculations Procurement 11-Jan-16 07-Feb-16 0% 28 81 .........••,-,-yiwis Sheet piing Design&Cak:ulatb Manatee Grates EtIMEMIMESECI 100`51_ 03 Minimum Manatee Grate Submttal 20-May-15A iti-Jun-15A 100% 30 AlumitumManatee Grate Review 19-Jun-15A 01-JuN5 A 100% 21 NumleumManatee Grate Procurement 02-Jul-15A 22-Sep-15A 100% 28 . t Water Distnbutmn System �� 100%1 ------Ad _.---. • ... _ ._... .. ... -.. -, Water Main Piping,Fittings&Polywrap • 100% 08 Ductile Iron Pipe Submittal 17-0et-14A 31-Oct-14A 100% .. 7 • Ductile Iron Fittings&Accessories Submittal 17-Oct-14A 31-Oct-14A 100% 7 • Ductile Iron Pipe Review 01-Nw-14A 24-Nov-14A 100% 21 .• ?`', Ductile Iron Fittings&Accessories Review 01-Nov-14A 24-Nov-14A 100% 21 - Ductile Iron Pipe Polywrap Submittal 24-Nov-14A 01-Dee-14A 100% 7 •' • Myts w -0 r Water Main Marking Tape Submittal 24-Nov-14A 01. -14A 100% 7 • '` Ductile Iron Pipe Po . ywrapReview 02-Dec•14A 08-Jan-15A 100% 21 Myier Water Main MarkingTapeReview 02-Dec-14A 06-Jan-15A 100% 21 • Ductie Iron Pipe Procurement 25-Nov-14A 19-Jan-15A 100% 7 , Myiar Water Main Marking Tape Procurement 07-Jan-15A 19-Jan-15A 100% 7 {• Ductile Iron Fittings&Accessories Procurement 25-Nov-14A 19-Jan-15A 100% 7 • Ductile iron Pipe Poywrap Procurement 07-Jan-15A 19-Jan-15A 100% 7 • Water Main Tapping Sleeves,Valves&Fire Hydrants 1=1:121121=1:1 100%1 37 • Tapping Sleeve&Tapping Valve Submittal 17-Oct-14A 11-Oct-14A 100% 7 ' Gate Valve Submittal 17-Oct-14A 31-Oct-14A 100% 7 Fre Hydrant Submittal 17-Oct-14A 31-Oct-14A 100% 7 • ' Valve Box&Riser Pipe Submittal 17-Oct-14A 11-Oct-14A 100% 7 • Tapping Sleeve&Tapping Valle Review 01-Nov-14A 24-Nov-14A 100% 21 • Gate Valve Review 01-Nov-14A 24-Nov-14A 100% 21 Fire Hydrant Review 01-Nov-14A 24-Nov-14A 100% 21 Valve Box&Riser Pipe Review 01-Nov-14A 24-Nov-14A 100% 21 Gate Valve Procurement 25-Nov-14A 19-Jan-15A 100% 7 • Tapping Sleeve&Tapping Valva Procurement 25-Nov-14A 19-Jan-15A 100% 7 1 1 Fire Hydrant Procurement 25-Nov-14A 19-Jan-15A 100% 7 . Valve Box&Riser Pipe Procurement 25-Nov-14A 19-Jan-15A 100% 7 ' Water Services.Meters&Meter Boxes e i • High Densely Polyethylene Tubing Submittal 17-Oct-14A 31-Oet-14A 100% 7 • { Double Strap Saddles.Corp Stops and Curb Stops Su 17-Oct-14 A 11-OOct-14 A 100% 7 Water Meters,Meter Flanges and Meter Boxes Subm 17-Oct-14A 31-Oct-14A 100% 7 . • High Density Polyethylene Tubing Review 01-Nov-14A 24-Nov-14A 100% 21 • Doubts Strap Saddles,Corp Stops and Curb Stops Re 01-Nov-14 A 24-Nov-14 A 100% 21 Water Meters.Meter Flanges and Meter Boxes Review 01-Nov-14 A 24-Nav-14 A 100% 21 Water Meters,Meter Flanges and Meter Boxes Procu 25-Nov-14 A 15S-Jan-15 A 100% 7 . : High Density Polyethylene Tubing Procurement 25-Nov-14A 19-Jan-15A 100% 7 Doubts Strap Saddles,Corp Stops and Curb Stops Po 25-Nov-14 A 19-Jan-15 A 100% 7_ . Water Main Air Release Valves r .i Corp Stops,8a1 Valves and CamLocs Submittal 17-Oct-14 A 31-Oct-14 A 100% 7 Valve Box b Riser Pipe Subrritlal 17-Oct-14A 31-Oct-14A 100% 7 , •..■ Remaining Level of Effort IMMO Actual Work NEM Critical Remaining Work .•Summary Page 4 of 21 - Actual Level of Effort MEN Remaining Work• •Milestone NIBS Summary 705 Lower North Bay Road Infrastructure Improvement Program 813 Classic WBS Layout w/WBS Summary Duration ►u .tamer ' >f � Corp Stops,Bal Valves and CamLocg Review Ot-Nov-14 A 24-Nov-14A 100% 21 Valve Box&Riser Pipe Review O1-Nov-14A 24-Nov-14A 100% 21 Brass Pipe and Brass Nipple Submittal 24-Nov-14A 01-Dec-14A 100% 7 Brass Pipe and Brass Nipple Review 02-Dec-14A 06-Jan-15 A 100% 21 .- Corp Stops,Bal Valves and CamLocs Procurement 25-Nov-14A 19-Jan-15A 100% 7 I Brass Pipe and Brass Nipple Procurement 07-Jan-15A 19-Jan-15A 100% 20• Valve Box&Riser Pipe Procurement 25-Nov-14A 19-Jan-15A 100% 7 Sanitary Sewer System r • .• r.'•1 M.1 P•t ,.F I , &P,'•• 100% 40� Ductile Iron Pipe Submittal 24-Nov-14A 01-Dec-14A 100% 7 ' Docile Iron Fittings&Accessories Submittal 24-Nov-14 A 01-Dec-14A 100% 7 Ductile Iron Pipe Pofywrap Submittal 24-Nov-14 A 01-Dec-14 A 100% 7 • • Mylar Sewer Main Marking Tape Submittal 24-Nov-14A 01-Dec-14A 100% 7 • E.' Ductile Iron Pipe Review 02-Dec-14 A 06-Jan-15 A 100% 21 • Ductile Iron Fittings&Accessories Review 02-Dec-14A 06-Jan-15A 100% 21 • Ductile Iron Pipe Polywrap Review 02-Dec-14A 06-Jan-15A 100% 21 . Mylar Sewer Main Marking Tape Review 02-Dec-14A 06-Jan-15A 100% 21 Cootie Iron Pipe Potywrap Procurement 07-Jan-15A 19-Jan-15A 100% 7 • Mylar Sewer Main Marking Tape Procurement 07Jan-15A 19-Jan-15A 100% 7 Ductile Iron Pipe Procurement 07-Jan-15A 19-Jan-15A 100% 13 Ductile Iron Fittings&Accessories Procurement 07-Jan-15A 19-Jan-15A 100% 13 Sanitary Sewer Services Piping,Fittings �. �� PVC Pipe Submittal 24-Nov-14A 01-0ec-14 A 100% 7 PVC Flings&Accessories Submittal 24-Nov-14A 01-Dec-14A 100% 7 • Sanitary Sewer Cleanout Box&Cover Submittal 24-Nov-14A 01-Dec-14 A 100% 7 PVC Pipe Review 02-Dec-14 A 06-Jan-15A 100% 21 PVC Fittings&Accessories Review 02-Dec-14A 06-Jan-15A 100% 21 Sanitary Sewer Cleanout Box&Cover Review 02-Dec-14A 06-Jan-15A 100% 21 . PVC Pipe Procurement 07-Jan-15A 19-Jan-15A 100% 7 PVC Fittings&Accessories Procurement 07Jan-15A 19-Jan-15A 100% 7 Sanitary Sewer Cleanout Box&Cover Procurement 07Jan-15A 19-Jan-15A 100% 7 Sanitary Sewer Main Lining CIPP •E�• 100%! 35 Cast In Place Pipe System Submittal 05-Aug-14A 06-Aug-14 A 100% 7 • Cast In Piece Pipe System Review 07-Aug-14A 11-Aug-14 A 100% 21 Cast In Place Pipe System Procurement 12-Aug-14A 23-Sep-14 A 100% 7 • Street Lighting Conduit and Wire E=EMI 10-Jan-16 O%. 351 128 10-Jan•4.6,Stre: Lighting Conduit and Wire PVC Conduit Submittal 07-0ec-15 13-Dec-15 0% 7 122 PVC Condui Submittal • Wire&Accessories Submittal 07-Dec-15 13-Dec-15 0% 7 128 INA Wire&Accessories Sut raga! PVC Conduit Review 14-0ec-15 03-Jens-18 0% 21 122 PVC Can4uil;Review • Wee&Accessories Review 14-Dec-15 03-Jan-16 0% 21 128 Wire&Aosel4sodes wiser • PVC Conduit Procurement 04Jan-16 10Jan-16 0% 7 122 PVC:t Pr• urement Wire&Accessories Procurement 04Jan-16 10-Jan-18 0% 7 128 -' Wire 4ytcess• - Procjmement 1 l -- Roadway Concrete 07-Dec-15 10-Jan-16 0'b I 35® 10Jt nr16,Ro• - Carteret° Concrete Mixes _ 13=M 10Jan-16 0%1 35 21 10Ji n•48,Con•et*Mix is Concrete Mix Designs Submittal 07-0ec-1S 27-Dec-15 _ 0% 21 21 Concrete Mk Deigns Su• • ; • Concrete Mir Designs Review 26-Dec-15 03-Jan-16 0% 7 21 Concrete Mi4 Design RevievJ Concrete Ma Procurement 04-Jan-1B 10-Jan-16 0% 7 21 Conorelj Vex Pr cur.ment . -Reinforcing Steel 07-Dec-15 10-Jan-16 0% 35 21 , 10Ji n-16.Rein.cing Steel r- Remaining Level of Effort BEIM Actual Work MEM Critical Remaining Work I■I Summary Page 5 of 21 -Actual Level of Effort ■ Remaining Work• •Milestone 1,----1 WBS Summery Activity 706 Lower North Bay Road Infrastructure Improvement Program 8E1 Classic WBS Layout w/WBS Summary Duration mr.+. ,�, • .!'°:...::ai. �.r._' i ^, . ..Lt��wryMl�„-�.,�j CCryrn �a•'��r.� U1....-.. [�,'• Reinforcing Steel Submittal 07-Dec-15 27-Dec-15 0% 21 21 i Submit i Reinforcing Steel Review 26-Dec-15 03-Jan-16 0% 7 21 iReinforcing Steel Procurement 04Jan 16 10 Jan-1B Wt 7 21 aeti ••Ing Stee Procurement l 1 Quarry Products — . . . .... .. .... .... .... Limerock Base Aggregate .it _ — Lirnerock Base Aggregate Submittal 19-Jan-15A 23-Jan-15A 100% 7 • •A Limerock Base Aggregate Procurement 22-Jan-15A 23-Jan-15A 100% 7 • Linerock Base Aggregate Review 23Jan-15A 25-Jan-15A 100% 21 ~ • Clean Aggregate — 7,:y 14 Balast Rock Sutxr-ttal 19-Jan-15A 23-Jan-15A 100% 7 • s~ *4 Ballast Rock Procurement 19-Jan-15A 23-Jan-15A 100% 7 i- • 057 Rock Submittal 19-Jan-15A 23-Jan-15A 100% 7 *57 Rock Procurement 19-Jan-ISA 23-Jan-15A 100% 5 = *89 Pea Rock Submittal 19-Jan-15A 23-Jan-15A 100% 5 1189 Pea Rock Procurement 19-Jan-15A 23-Jan-15A 100% 5 { K4 Balast Rock Review 23-Jan-15A 25-Jan-15A 100% 21 • • *57 Rock Review 23-Jan-15A 25-Jan-15A 100% 21 •• #89 Pea Rock Review 23-Jan-15A 25-Jan-15A 100% 4 • Sand —100% 101 Mason Sand Submittal 19-Jan-15A 23-Jan-15A 100% . 5 • • Mason Sand Procurement 19-Jan-15A 23-Jan-1SA 100% 7 Sand Fill Submittal 19-Jan-15A 23-Jan-15A 100% 5 Sand FA Procurement 19-Jan-15A 23-Jan-15A 100% 5 Mason Sand Review 23-Jan-15A 25-Jan-15A 100% 4 SandF4Review 23-Jan-15A 25-Jan-15A 100% 4 Asphalt Paving 07-Dec-15 I17-Jan-16 I 0`<- 42: 117 . 7 an-16.Asphalt llwing If ( Asphalt Mixes 07-Dec-15 10-Jan-16 111111EMIMEI 124 10-i 8•AsphltMixes. Type S-1 Asphalt Submittal 07-Dec-15 13-Dec-15 0% 7 122 Type S•1 As. S• •-i Type S-NI Asphalt Submittal 07-Dec-15 13-Dec-15 0% 7 124 ' -- 1- TYAe SIII Su Type S-1 Asphalt Review 14-Dec-15 03-Jan-18 0% 21 122 -S-1 •aR Rey iew Type S-61 Asphalt Review 14-Dec-15 01 Jan-16 0% 21 124 • 3111 pheRReview • Type S-1 Asphalt Procurement 04-Jan-16 10-Jan-16 0% 7 122 t• . Type- Aspha Procurdrnent Type S-11 Asphalt Procurement 04-Jan-16 10-Jan-16 0% 7 124 T 624;•-�..-.•.-~ Prime and Tack Coats e• 0-J- phalt Procurement. 13-Jan-16 0/ 122 10-J 8,-Print*and Taek Coate RC-70 Pure Coat Submittal 07-0ec-15 13-Dec-15 0% 7 122 RC-70 Pirtle*IP t Su• • RS-2 Pima Coat Submittal 07-0ec-15 13-Dee-15 0% 7 122 RS-2 Pine C• • i • RC-70 Pime Coat Review 14-0ec-15 03-Jan-16 0% 21 122 •r-70 Pi Coat Review RS-2 Pine Coat Review 14-Dec-15 03-Jan-16 0% 21 122 — •• 2- •oat Rev aw RC-70 Pime Coat Procurement 04-Jan-115 10-Jan-18 0% 7 122 RC-• Cod Procur/mnertt: RS-2 Piro Coat Procurement 04-Jan-18 10-Jan-16 0% 7 122 RS-••'-Coat Procwegent Stamped Asphalt EMMEN ge=11WAIIIMINEU ■ an.18,itampedAsphat Stamped Asphalt Submittal 07-Dec-15 13-Dec-15 0% 7 117 Stamped As•7-Su• i Stamped Asphalt Review 14-Dec-15 03-Jan-16 0% 21 117 1 mped :a!Rewaw Stamped Asphalt Procurement 04-Jan-18 17-Jan-16 0% 14 117 •Asphalt Procurement Pavement Marking A Roadway Signs MIME 17-Jan-10 I 01',..• 42 117 • `an:16, aysmerk Marking&Readw at Traffic Paint _ =MN 10Jan-16 r. 1_22 10J 8.Traffic Paint•Tralle Mark Paint Review 14-Dec-15 03-Jan-16 0% 21 122 Mark' ant S `al• Train Marking Paint Submittal 07-Dec-15 13-Dec-15 0% 7 122 Traffic Ma t Marking fie M�••Paint Review - Remaining Level of Effort Actual Work MI= Critical Remaining Work r •Summary Page 8 of 21 ■ea■au Actual Level of Effort Min Remaining Work• •Milestone ==WEIS Summary Activity 707 Lower North Bay Road Infrastructure Improvement Program 86 Classic WBS Layout w/WBS Summary Duration , r LE]E]EiC ®[li013C1E 4 :1r1 7 i s Traffic Marking Palle Procurement 04-Jan-16 10-Jan-16 0% 7 122 7":;;,-, Traffic Marking Pant Produreme t '^i Thermoplastic r •- r • 10-Jin-8,Theirnoptestiq ! Traffic Marking Thermoplastic Submittal 07-Dec-15 13-0ee-15 0% 7 124 s Tragic Marki• hermo`levtic Submittal 1 Traffic Marking Thermoplastic Review 14-Dec-15 03-Jan-16 0% 21 124 �=the Markiig Thermoplastic Review •f Traffic Marking Thermoplastic Procurement 04-Jan-16 10-Jan-16 0% 7 124 . '.; Traffic kitrking Thermeplestic Procur t Tnthc Signs CEMEMEE=11111111111=1111111113111111113 • 7'Ian-18,Traffic Spm Traffic Signs Submittal 07-Dec-15 13-Dec-15 0% 7 117 *zu• Traffic Sighs-•mdtal ' Trask Signs Review 14-Dec-15 03-Jan-16 0% 21 117 veva•raaa.. i itic Sighs Review Tragic Signs Procurement 04-Jan-18 17-Jan-16 0% 14 117 w%s.+..._Traffic Sign!'Procurement a Landscape&Irrigation r ®i 127 • 7-ao-16, andscape a lrrgation Plant Material 07-Dec-15 0%L_ 119 7-lan-16.Plant Ma enal•Plant Material Submittal 07-Dec-15 13-Dec-15 0% 7 119 Plant Materiel-+bmttal . Plant Material Review 14-0ec-15 03-Jan-16 0% 21 119 we. �°nt Matenq I Ravi.i Plant Material Procurement 04-Jan-16 17-Jan-16 0% 14 119 •` Merit Material Procurement • Planting Soil,Fertilizer 3 Mulch • • r 35j 12G 10 la n-46.Planting Sol, e rfiizer a Mulch 4. Planting Sal Submittal 07-0ac-1$ 13-Dec-15 0% 7 126 ^P Planting Solt S I Fertiizer Submittal 07-Dec-15 13-Dec-15 0% 7 128 _ Fertizer Su• al Planting Bed Mulch Submittal 07-Dec-15 13-0ec-15 0% 7 126 _ Planting Bed h Submit?! . • sr Planting Sod Review 14-Dec-15 03-Jan-18 0•/. 21 126 tiny 9oi Renew Fertiizer Review 14-Dec-15 O3Jan 16 0% 21 126 er teaevv • Planting Bed Mulch Review 14-Dec-15 03-Jan-16 0% 21 126 '7 ` ' •Bs Ib ci Mulch view Planting Sal Procurement 04-Jan-16 10-Jan-16 0% 7 126 Plantng,:Bo6Proruremen( • Fertilizer Procurement 04-Jan-16 10-Jan-16 0% 7 126 M Fertilize Procurement €€ Planting Bed MulchProcurement 04-Jan-16 10-Jan-16 0% 7 126 Planting fed MuthProcu(arrent • : Grassing . r 1111= 127 7'p.an.-.1.8-..;rescind -. ..... St.Augustine-Fbriam Sod Subrttal 07-Dec-15 13-Dec-15 0% 7 127 St,Augustine •ritam'Sic)Submtal • I St.Augustine'Fbritam'Sod Review 14-Dec-15 03-Jan-16 0% 21 127 - - • Augus in4:,'Fbritan'Sod Review St.Augustine'Fbritam'Sod Procurement 04-Jan-16 17-Jan-16 0% 14 127 • - )t,lugustirr FloritaQn'SodProcurement Initiation •ation System r - r r 123 ri lo-J146.Irrigation System PVC Pipe Submittal 07-Dec-15 13-Dec-15 0% 7 123 PVC Pipe Su• aI Irrigation Vakres Submittal 07-Dec-15 13-Dec-15 0% 7 123 _ Irrigation Vale- ubnilil Spray Heed a Nozzle Submittal 07-Dec-15 13-0ec-15 0% 7 123 _ Spray Head S .zzle S rbRittal Irrigation Controler a Ran Sensor Submittal 07-Dec-1S 13-0.-15 0% 7 123 _ Irrigation C• a Ruin Sensor Submits j PVC Pee Review 14-Dec-1S 03-Jan-16 0% 21 123 • C Pipe Rrwiew Irrigation Vakes Review 14-Dec-15 03-Jan-16 0% 21 123 , •anon Vak;es Review Spray Head a Nozzle Review 14-Dec-15 03-Jan-16 0% 21 123 ' ••ay He t Nozzle Review - d Irrigation Controier a Rain Sensor Review 14-Dec-1S 03-Jan-16 0% 21 123 _ ,te•atlon Corjtrol er a Rain Sacsor Review PVC Pipe Procurement 04-Jan-16 10-Jan-16 0% 7 123 No, PVC Dips Procurement : Irrigation Vakres Procurement 04-Jan-16 10-Jan-16 0% 7 123 IrrgaooniValves orocurerfent Spray Head a Nozzle Procurement 04-Jan-16 10-Jan-18 0% 7 123 Spray I'ead a Nozzle Procurement Irrigation Carrie a Ran Sensor Procurement 04-Jan-18 10-Jan-16 0% 7 123 . Irrigxb i Controker a Raii Sensor Procerem ent Precast Bollards&Fence 07-Dec-15 10-Jan-16 I 0%: 35 130 . 10 Jin 6,Prec fist Bo{a�ds i Fence Precast Bollards r r I r 127 10-Ji M6,Prec rst Salida 18'Diameter Decorative Concrete Baird 3ubnattal 07-0ec-1S 13-Dec-15 0% 7 127 18'Diameter t orate r Concrete Bollard SiJbnittal 18'Diameter Decorative Concrete Bollard Review 14-Dec-15 03-Jan-16 0% 21 127 Dianeter;Decorailve Concrete Eiloiard R review . 16-Diameter Decorate Concrete Bollard Procurement 04-Jan-16 10-Jan-16 0% 7 127 18'Cannieter Decorative Concrete Bolyd Procure Fence r •- r 0% 130 •I 10-Jan-16,Fence ( DecorativeAiurinum Fence Submittal 07-Dee-1S 13-Dec-15 0% 7 130 Decorative• an Fenci Sutwtital - Remaining Level of Effort MIMI Actual Work III=I•1 Critical Remaining Work 11.1■1 Summary Page 7 of 21 ea■ Actual Level of Effort tl♦ Remaining Work• •Milestone Q WBS SumvnaryActtvity 708 Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration ,..*--6.0----77.,:,,,T:,...At------- f,.- ,,,-. .,.- E11/1015101CIAliaal ILO!,..j LIU LIU Ili Li Decorative Akininum Fence Review 14-Dec-15 03-Jan-16 0% 21 130 vrarrivia.••••• ecoraey r Atirrenunt Fence Review 1 • : DecorattreAluninum Fence Procurement 04-Jan-16 10-Jan-16 0% 7 130 .0 ii• DecataefeAkenktum Feriae PrOcurenwit .... . ... Storm Water Pollution Prevention Plan 24-Nov-14? 19-J.3,15A 1C0=,• 4., . . .• Cattail Protection 24-Nov-14A 19-Jan-15A 100%1. 44 ri . . . .. 1 ! Floating Turbidity Barrier Submittal 24-Nov-14A T11-Dec-14A 100% 7 • Floating Turbidity Barrier Review 02-Dec-14A 06-Deo-I 4 A 100% 21 Floating Turbidity Barrier Procurement 07-Dec-14 A 19-Jan-15A 100% 44 • -..' . ... .. . ... . . . . Inlet Protection 1211=211=111111111:21=1101111M11 Filter Fabric Submittal 24-Nov-14A 01-Dec-14A 100% 7 Geo-Hay'Gutter Buddy"Submittal 24-Nov-14A 01-Dec-14 A 100% 7 ' Filter Fabric Review 02-Dec-14 A 06-Jan-15A 100% 21 rr-c • Geo-Hay"Gutter Buddy'Review 02-Dec-14A 06-Jan-15A 100% 21 . .. .... .... ......... . . •• • Geo-Hay'Gutter Ruddy'Procurement 07-Jan-15A 19-Jan-15A 100% 7 f, Filter Fabric Procurement 07-Jan-15A 19-Jan-15A 100% 13 i —Safety Program 14,1.1'14 A MEEMIIIIIIMMIE3111111111 . „....,....:.: Project Specific Safety Plan $afety Plan Submittal 0 IEIZErerIMECECEIOMZZUIIIIIgIIIIIII 14-J -14 A 14-Aug-14 A 100% 32 • • • Safety Plan Review 14-Aug-14A 15-Aug-14 A 100% 2 • ... - • •• • Safety Plan Distribution 15-Aug-14 A 15i-rA ug-14 A 11.11100% 1 _Hurriame Preparation Plan 14-Jul-14A E=12 13 :1 Hurricane Submittal 14-Jul-14 A 14-Aug-14 A 11.111111 , •.•• 100% 7 • ! Hurricane Preparation Then Review 14-Aug-14A 15-Aug-14 A 100% 2 . . • . . L.; Hurricane Preparation Plan Distnbution 15-Aug-14A 15-Aug-14 A 100% 1 . . .. . ... .. • • i— • fr Material Safety Data Sheets .SEMEriE2=1111MEZWINIII • . ' . . . • ri- 1 MSOS Review 23-Jan-15A 23-Jan-15A 100% 21 ' MSOS Subrrittal 21-Jan-15A 23-Jan-15A 100% 22 1- .. MSDS Distrubution 23-J an-15A 26-Jan-15A 100% 4 ... ...... ... . .. ._. ... _. . . ... . Construction Project Signs 03-S p.140 110-Sep.14 A I 100%1 57 t ' Sign Proof Submittal 03-Sep-14A 03-Sep-14 A 100% 7 Sign Proof Review 04-Sep-14A 10-Sep-14 A 100% 21 1 Sign Procurement 10-Sep-14A 10-Sep-14 A 100% 7 Construction Permits 28-Aug-14A 22-Jul•15 A 1 100%1 337 Pubic Works CIPP Sanitary Sewer ROW Parint Appical 26-Aug-14A 15-Sep-14 A 100% 1 -.,- i Pubic Works C1PP Sanitary Sewer ROW Permit 16-Sep-14 A 22-Sep-14 A 100% 5 Pubic Works Water Main ROW Permit Appication 22-0.-14A 08-Jan-15A 100% 11 [ Pubic Works Water Main ROW Permit 03-Jan-15A 16-Jan-15A 100% 5 • Pubic Works Paving&Drainage ROW Permit Apprication 18-Jul-15 A 17-Jul-15 A 100% 1 1 Pubic Works Parng&Drainage ROW Permit 20-Jul-15A 22-Jul-15 A 100% 5 7.•. 'MEI --' ..?:;-..: .' .', ..'.. •-. • • . . I' NIP 02 Notice to Proceecl Miestone 22-Sep-14 A 100% 0 • . • . • . . I....- WATER&SEWER CONSTRUCTION 22-Sep-14 A 09-Jan-16 77.68% 112 24 • • WATER SEWER CONSTRUCTION STORM WATER COLLECTION&PUMP STATION 22-Jul-15 A 07-Apr-18 0% 85 20 . . . 1 GENERAL CONDITIONS CONSTRUCTION 16-Jan-15A 21-Apr-16 56.59% 258 37 • . . . . . . ELECTRICAL CONSTRUCTION 02-Apr-16 09-May-16 0% 31 12 . • . PAVEMENT&LANDSCAPE CONSTRUCTION 16-Dec-15 11-Jul-16 0% 171 0 ....- mara . i Phase B-Lower North Bay Road Mobilization 11-Sep-14 A 25-Mar-15 A 100% 45 . ' l' Phase B-Equipment&Matenals Staging Area W.23rd 1 EETS011:2=21 100% 45i i . . . . . . [ 81/SU;Instal Construction Project Signs Phase 81 11-Sep-1 4 A 12-Sep-14 A 100% 1 =were.. Remaining Level of Effort IlMill Actual Work l■M Critical Remaining Work/.. .0 Summary Page 8 of 21 Actual Level of Effort MM. Remaining Work• •Miestone == WEIS Summary Activity 709 Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration .7. 1� 8U;1/SNoticeToLocateU81ties W23rd Street Pump Ste 22-0ec-14A 25-Oec-14A 100% 3 B1/SU:Locate Utifties W 23rd Street Pump Station Phase 29-Dee-14A 09-Jan-15A 100% 2 • • B1/SU;Layout Staging Area W.23rd Street Phase 91 20-Jan-15A 23-Jan-15A 100% 1 • • B1JSU:Environmental Controls Staging Area W.23rd Stn 20-Jan-15A 26-Jan-15A 100% 1 • 4 St/SIJ:Setup Staging Area W.23rd Street Phase B1 20-Jan-15A 26-Jan-15A 100% 2 81/SU;Post Jobs to Notices Phase Bt 26-Jan-15A 26-Jan-15A 100% 1 BI/SU:Temporary Fence Area W.23rd Street Staging Ai 06-Feb-15A 06-Feb-15A 100% 1 • B1/SU;Clearing 8 Grubbing Staging Area W.23rd Street 13-Jan-15A 25-Mar-ISA 100% 1 Phase B-1-Sunset Drive to Sta 27.50 North of W 21s 23-Sep-14A 04-Jun-16 71.02% 514 30 1. ... .:_. .... .. Phase 13-1 Startup 08-Dec-14A 20-Jan-15A 100% 10 111111 . 7 Bt/SU;Execute SWPPP Plan Sunset Drive to W.23rd St 08-Dec-14 A 09-Dec-14A 100% 2 . B1/SU;Locate Utitties Sunset Drive to Sta 17.00 Phase I 29-Dec-14 A 09-Jan-15 A 100% 3 i, 81/SU:Field Engineering&Survey Sunset Drive to Sta 1: 15-Jan-15A 19-Jan-15 A 100% 5 131/SU;Field Engineering 8 Survey W 23rd Street Pump: 14-Jan-15A 20-Jan-15A 100% 2 • 3 Maintenance of Traffic 13-Jan-15A 04Jun-16 � 0 r- Phase B-1 Construction Start Milestone 13-Jan-15A 100% 0 • • i BI/MOT;Setup MOT for Water Main 8 Storm System Ph 25-Feb-15A 25-Feb-15 A 100% 1 B1/MOT;Setup MOT for Road Work Phase B1 17-Nov-15A 24-Nov-15A 100% 1 r T;Setup MOT for_t t Masi B1 • SWOT;Maintain MOT for Water Main it Storm System 26-Feb-15A 27-Jan-16 72.97% 148 98 • BUM DT;Maintain MOT for Mater Ma BI/MOT;Maintain MOT for Road Work Phase 91 24-Nov-15A 04-Jun-16 8.02% 162 0_ rClearing&Grubbing 07-Dec-15 17-Dec-75 0%1 10 110 V 17-Dec-15,C:••ng r,ubbirg - - y • e Tr .,_!8 Shruts Phass181 81/CBG;Remove Tress 8 Shrubs Phase Bt 07-0ec-15 17-Dec-15 0% 10 110 Bt/CSG;R I' Demolition 19-Ma 16 �� Oemotition Miami Beach Utilities • • 131/DU:Remove Storm SpMm Manhole or Inlet Phasr =5.1 3.1 2,- 18 23Jan 16 0% 3 139 81/DU:'femoveStorm System Manhoe `` 81/DU;Remove Storm System Piping 15'or less Pha 25-Jan-16 27Jan 16 0% 3 139 B1/0.1;Remoye Storm Sysh m Piping B1/DU;Remove Storm System Piping 18'Phase B1 25-Jan-18 27Jan i6 0% 3 139 S1/D J:Remove Storm Systi m Piping B1/DU;Remove/Salvage Fire Hydrant Phase B1 13-May-18 13-May-18 0% 1 18 81/DU;Abandon Water Main In-Place Phase Bl 13-May-16 19-May-16 0% 6 28 Demolition Pavement&Walks 1 .B,Denlofbon Pavement&Waks • 131/DP;SawcutAsphak Water Une Trenches Phase 131 07-May-15A 10-Dec-15 0% 4 80 Ng B1/DP:Sawcutes• -■•Line Trenches Phase 81 B1/DP;SawcutAsphat Storm Lne Trenches Phase Bt 11-Dec-15 15-Dec-15 0% 4 80 B1/DP;Sawc st • . inane Line Trenches Phase B1 e B1/DP:Sewcut/Remove Asphak Roadway Phase B1 16-Dec-15 21-Dec-15 0% 5 80 B1/0P;Stow ut eAspnat Roadway Phase B1 131/0P;Sawcut/Concrete Curbing Phase 81 22-0ec-15 23-Dec-15 0% 2 80 B16DP;• c / •Ocrete Clrrbitg Phase 81 B1/0P;Sawcut/Remove Sidewak Phase 81 22-Dec-15 30-Dec-15 0% 6 99 B1 .- S ?Remove Sidewelt Phase 131 81/DP;Remove Brick Paver Drives 8 Walks Phase 81 31-Dec-15 08-Jan-16 0% 6 99 .1 e- •amdve Brick Paver Drives 8 W tks Phis • 81/DP;Sawcut/Remove Stamped Concrete Drives P 04-Jan-16 11-Jan-18 0% 2 99 :c a_:Sawcut'R e m y;Stamped Concrete Qrir Miami Beach Utilities 23-Scp•14A 12-May-16 71.56% 4S7 t Dewatenng System 09-Apr-15A 05-Mar-16 59.55% 178 107 : . . 1054Nar-161.r 81/DWW Temporary Dewatenng WelInsulation 09-Apr-15 A 2 3-Apt-15A 100% 6 81/DWW Maintain Dewaterng System 23-Apr-15 A 05-Mar-16 51.35% 148 0 i - - B1 OWW Ma Sanitary Sewer System 23-Sep-14A 14-Oct-14A 100% 12 imp 81/SS;8.OIP Sewer Man Lirrtg CIPP Phase 91 23-Sep-14A 14-Oct-14A 100% 10 • Water Distribution System Phase B-1 =12-May-16 18 fe�a - WMer PItees 1JA e is ., 'c .rkt!>Mehl'-08-IAay15A 12-May-1e 58.81% 301 16 � *- 81/WD:12-DIP alder Main 8 Gate Valves phase I 08-May-15A 04-Jun-15A 100% 8 ,- • 131/WD;r DIP Water Man&Gate Valves Phase B 26-May-15A 05-Jan-16 3125% 32 98 1 ' �1 a:• DIP Water Main 4 Gate ekes Rhine 131 aeaeea . Remaining Level of Effort MM.Actual Work NMI Critical Remaining Work name Summary Page 9 of 21 asp Actual Level of Effort NMI Remaining Work• 4t•Milestone F - 1 WBS Summary Activity 710 Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration ,. I•..k.:; ii .�+ —.11«.i �L�yw.-i+?y. 0 to EZI j B1/WD:12 X 10'Tapping Sleeve&Valve Sta 0+79 08-Mar-16 09-Mar-16 0% 2 0 J 11WD•1• A ,i B1/WD:10*OiP Water Main Reducer&Connectior 10-Mar-16 10-Mar-16 0%. 1 0 :1MJDk 1, B1NVO:12'DIP Water Main Sta 9+79 to 9.91(Sub 11-Mar-18 11-Mar-16 0% 1 0 61/10; BiNvo;12'Gate Valve Sta 9+91(Sub Phase 1A) 12-Mar-16 12-Mar-16 0% 1 0 • b1/VV); 81/WD;12"DIP Water Main Sta 9+91 to 15+70(Su 14-Mar-16 28-Mar-16 0% 12 0 B1/WO;Water Main Air Release Valve Sta 9+79(St 28-Mar-16 28-Mar-16 0% 1 38 • B1/WD;Water Main Air Release Vake Sta 14+57(: 28-Mar-16 28-Mar-16 0% 1 38 • . 81/WO:Cut-in 6"X 8-Tee 8 8-Gate Valve Michga 28-Mar-16 29-Mar-16 0% 2 0 i r B1AND;6'DIP Water Main Michigan Ave Sta 0+14 30-Mar-16 09-Apr-16 0% 10 0 . 81/VWO:8 Gate Valve Michigan Ave Sta 0+14(Sub 11-Apr-16 11-Apr-16 0% 1 0 • B1MID;Water Main Air Release Valve Michigan Arr 11-Apr-16 11-Apr-16 0% 1 26 ' B1NVD;8'DIP Water Main Michigan Ave Sta 2+28 11-Apr-16 11-Apr-16 0% 1 26 81/WD;8'DIP Water Main&Gate Valve Sta 11+83 12-Apr-16 12-Apr-16 0% , 1 0 • 131/WD;Fire Hydrant Ste 11+83(Sub Phase 1A) 13-Apr-16 13-Apr-16 0% 1 0 B1/WO;2'Water Services Phase BI(Sub Phase 1 14-Apr-16 20-Apr-18 0% 8 0 B1/WD;Water Main Flushing&Testing Phase 61(: 21-Apr-16 30-Apr-16 0% 9 18 B1/WD:Water Meters&Meter Boxes Phase 81(S 02-May-16 12-May-18 0% 10 18 WertsrPhanl�-11I. 1 ,ta 1.(fheaa$;Il746ay-15A tT c1 ` 94.10% 161_ 98.��17-Dec-15,W er Phas66.1B Eta 15.70 to Sta 87+50'Phase- a.r.=-: el AND:12'Gate Valv•Sta 15+70(Sub Phase I13) 07-May-15A 08-May-15 A 100% 1 • 81MD:12'DIP Water Main Sta 15+70 to 19+80(1 08-May-15 A 29-May-15 A 100% 7 '_ B -May-1A 100% 1 IMD;12'Gate Valve Sta 19+60(Sub Phase 1B) 28-May-15A 295 BIN in VD;Water Main Release Valve Sta 21+70(: 01-Jun-15A 01-Jun-15A 100% 1 ' B1 NVD;12'DIP Water Main Sta 25+64 to 27+50(1 29-May-15 A 03-Jun-15A 100% 3 B1/WD;12'Gate Vake Sta 25+64(Sub Phase 1 B) 03-Jun-15A 04-Jun-I5 A 100% 1 BIM/D;12'DIP Water Main Sta 19+60 to 25+64(1 29-May-15A 24-Jun-15A 100% 10 • 131/WD;Water Main Ar Release Vake Sta 25+48(. 25-Jun-1S A 25-Jun-15A 100% 1 81NV0;8-DIP Water Main&Gate Valve Sta 23+9C 26-Jun-15 A 28-Jun-15A 100% 1 B1/W0;8'01P Water Main&Gate Valve S1a 18+14 26-Jun-15A 26-Jun-15A 100% 1 1111/WO:8'DIP Water Man&Gate Vake Sta 19+71 26-Jun-15A 26-Jun-I 5A 100% 1 • It B1AND:Fire Hydrant Sta 16+14(Sub Phase 18) 26-Jun-15A 26-Jun-15 A 100% 1 81ANO:Fire Hydrant Sta 19+78(Sub Phase 18) 28-Jun-15A 26-Jun-15A 100% 1 ' 81/O;Fire Hydrant Ste 23+81 (Sub Phase 18) 28-Jun-15A 28-Jun-15 A 100% 1 ,.", B1NVD;2'Water Services Phase 81(Sub Phase 15-Jun-15A 16-Jul-15A 100% 8 B 1IWD:Water Man Flushing&Testing Phase 8l(: 20-Jul•ISA 31-Jul-15 A 100% 9 B1NVO;Water Meters&Meter Boxes Phase 61(3 07-Dec-15 17-Dec-15 0% 10 98 11111911* 31/WD;Water eters&Meter loxes Phase B1 dub Prase 1. ! ;k }, 10,419 6 1 1&b.c h. OS-F.b-18 0% 40 _ 98 /08-F�18,W der P lase: C a B1NVD:20'X8'Tapping Sleeve&VMke Michigan/ 18-Dec-15 21-Dec-15 0% 3 98 B1 NVO;:I1' er TIN King Sleeve&Vali°Michk an Av a Sta- 2 fE WAND;6"DIP Water Main Michigan Ave Sta 4+37 22-Dec-15 30-Dec-15 0% 6 98 :Bt_.Nf r;a'rJ I(I.W.ater Men Michigan Ave Sta 4-37 to 9.1 B1 AND;Cut-In 6'X B"Tee&8-Gate Valve Michga 31-Dec-15 04-Jan-16 0% 2 98 91 0;CJt In 6-X 8'Tee CO'Gate Valve Michige I4 I B AWD;8'DIP&Gate Valve for Fie Hydrant Sta 4- 05-Jan-16 05-Jan-16 0% 1 98 • •1 !01P&Gate Vakejfor Fire lydraht Sta • BIMlD;Fire Hydrant Sta 4+60(EastsideA3on Rd) 06-Jan-16 06-Jan-16 0% 1 98 . B MO 11rs Hydrant Sta 4+80(Een aleAton Rtf ti B1MJD;8'DIP&Gate Vake for Fie Hydrant Sta 8- 07-Jan-16 07-Jan-16 0% 1 98 ,DIP&Gate Mike for File HydnM Sta 8 131M/D:Fire Hydrant Sta 8+05(EastsideAton Rd) 08-Jan-16 08-Jan-18 0% 1 9a - II 1/WD:...Hydrant Sta 6+05(E etsidoAtan Rd) 1. B1/WD:2'Water Services Michigan Avenue(East! 09-Jan-16 15-Jan-16 0% 6 98 B1 :•;2-Water Static**MehigarMvenue B1IWO:Water Man Flushing&Testing Phase 81(1 18-Jan-16 27-Jan-18 0% 9 98 81MD:Wate4Main Flailing&Tesing WAND;Water Meters&Meter Boxes Phase 61(E 28-Jan-18 08-Feb-16 0% 10 98 !�BiMID;Wate Metes&Met t Storm Drainage System Phase B-1 07-Dec-15 15-Mar-16 0% 80 1 F.' I S-M ■ Remaining Level of Effort MIN11 Actual Work 88881 Critical Remaining Work/ 119/Summary Page 10 of 21 e■omei Actual Level of Effort Ili Remaining Work• •Milestone t--';.:.c..1 WBS Summary Activity • 711 Lower North Bay Road Infrastructure Improvement Program 88 Classic WBS Layout w/W 8S Summary Duration Dura t�io�n Y>.,A f� 1. . '~ .u,4 :; ' � . Mimi C3131:1131G]Q3111i1.3 ElF.. f'r0113E3 .,,t Storm Drainage Phase B-lA Wt 20th Street to Sta. 29-Jan-111 07-Mar-16 0% 32 0 . - 0-Mar-•. 61/S0;Instal 24'A2000 Storm Line from A-5 to A-4 29-J an-16 01-Feb-16 0% 3 0 B/SO;hits.24''•••00•torm n. B1/SD;Instal Storm ManholeA-4A(Sub-Phase 1A) 02-Feb-16 02-Feb-18 0% 1 0 . El/SO;Instal S•i Ma hole = 81/50;Instal 24'A2000 Storm Line from A-4A to A- 03-Feb-16 04-Feb-16 0% 2 0 131/SD;Instal 2 I A200■Stor P 81/SD;InstalStorminletA-4CPhase81 05-Feb-16 05-Feb-16 0% 1 0 BV/SO;instal-'•rmI tA-4* 81/SD;Instal 24"A2000 Storm Line from A-4A to A. 06-Feb-16 06-Feb-16 0% 1 0 B1/SD;:Instal '• •.0 Sto I 81/50:Instal Storm Inlet A-40(Sub-Phase 1A) 08-Feb-16 08-Feb-16 0% 1 0 61/S11:Insta •torm Met el 3: 81/SD;Instal 24"A2000 Storm line from A-4Ato A. 09-Feb-16 10-Feb-16 0% 2 0 81/SD;Inst 24'•••00 S•J 1 B1/SO;Instal Storm Manhole A-4(Sub-Phase 1A) 11-Feb-16 12-Feb-16 0% 2 0 B1%,SD:Ins I Sto Man • • 81/SD;Instal 24-A2000 Storm Line from A-4 toA-4 13-Feb-16 13-Feb-16 0% 1 0 PI B1(SD;In 124 A2000 ! B1/SD;Instal Storm Inlet A-46(Sub-Phase IA) 16-Feb-16 16-Feb-16 0% 1 0 na 81/SO;I stall-orm I 1 81/SD;Instal 24"A2000 Storm Line from A-4 toA-3 17-Feb-16 19-Feb-16 0% 3 0 ;B1-•�Ina 24' . . I 81/SO;Instal Storm ManholeA-3(Sub-Phase 1A) 20-Feb-16 20-Feb-16 0% 1 0 111• In. Stor :r 81/SD;Instal 24'A2000 Storm Line from A-3 to A-2 22-Feb-16 02-Mar-16 0% 9 0 '51/S••Ins. 1 81/SD;Instal Storm Inlet A-2(Sub-Phase 1A) 03-Mar-1S 03-Mar-16 0% 1 0 • B1••;Ins•1 81/SD;Instal 24'A2000 Storm Line born A-1toA-2 04-Mar-18 05-Mar-16 0% 2 0 ~j 81-':1-aJ ;4 B1/SD;Instal Storm Inlet A-1(Sub-Phase 1A) 07-Mar-18 07-Mar-16 0% 1 0 t' /SD;I •11 fitaatt•Oxu tag.Phasa8-f8 Sta.lt1vl III 27+00 N.07-Dec-15 15-Alas 111 0% 60__:._1' 1 b B Pipe Crew Mobilzation(Sub) 07-Dec-15 12-Dec-I5 0% 6 1.1 Pipe Crew Mobilzltbt(Su:O I p 131/SD;Instal Storm Manhole 8-10(Sub-Phase 1 B) 14-Dec-15 18-Dec-15 0% 3 1 B1/S0;Instal morn,Mastrole B-10(Sub-phase 1B) 131/SD;Instal 24'A2000 Storm Line from B-10 to B• 17-Dec-15 17-Dee-IS 0% 1 1 81/SD;lnst it 24'A20041 Storm Une from 8-10 to 8-11 ub-Ph • B1/SD;Instal Storm Inlet B-11(Sub-Phase 1 B) 18-Dec-15 I6-Dec-1 S 0% 1 1 31/50;Ins al 6)0 m Initt B-11(11ubPha e 1 B) B1/SD;Instal 36'A2000 Storm Una from B-10 to 8- 19-Dec-15 19-Dec-15 0% 1 1 B1/SO;Instal 18'Ai Ot10 Storm Line bard B-1Qto 8 9 ub Ph s t 81/S0;Instal Storm Inlet 8-9(Sub•Phase13) 21-Dec-15 22-Dec-15 0% 2 1 B1/SD:Iist}I9tot meth!B-9(Sub-Phase 113) { �rt 81/60;Metal Storm Inlet 8-8A(Sub-Phase 18) 23-Dec-15 23-Dec-15 0% 1 1 B1/SO;Ins al Sttrrginlet B-SA(Sub-/tease 1B) B1/SD;Instal 18'A2000 Storm Line from B-8A to 8. 24-Dec-1S 04-Jan-16 0% 6 1 B1 i6Q Instil 18'A2000 Storm Line from,••to= 81/SO;Instal Storm Manhole B-6A(Sub-Phase 18) 05-Jan-16 08-Jan-16 0% 4 1 111/S0 hr}taa Storm Manhole B-8A(Su• has* 81/SO;Instal 36'A2000 Storm Line from B-9 to B-7 09-Jan-18 18-Jan-18 0% 7 1 E 1/iD;Install 36-A2000 Storm Lin from= • • • 81/SO;Instal Storm Inlet B-7(Sub-Phase 18) 19-Jan-16 19-Jan-16 0% 1 1 9t/SO;Instal Storm Inlet 8-7( • - as • • B1/SD;Install 38-A2000 Storm Line from 13-7 to B-E 20-Jan-18 21-Jan-16 0% 2 1 11/SD;Instal 36'Ik2000 Storm t• 131/SD;Instal Storm Inlet 8-6(Sub-Phase 16) 22-Jan-16 23-Jan-16 0% 2 1 81/SD:nstal Storm Inlet 3-6 •ub-Ph-- 81/SD;Instal 36-A2000 Storm Line from B-8 to 8-4 25-Jan-16 25-Jan-16 0% 1 1 61/S0 Instal 38'A2000 Sto Line - Bt/SD;Instal Storm Manhole 13-4(Sub-Phase 16) 26-Jan-I6 27-Jan-16 0% 2 1 • B1/5);Instal Storm Man 8-4 • 81/30;Instal 15 A2000 Storm tin*from 8_4 to B-I 28-Jan-16 23-Jan-16 0% 1 1 B1/9D:Install 18-A2000 f m Lin 81/SD;Instal Storm Inlet 8-5(Sub-Phase 18) 29-Jan-16 29-Jan-16 0% 1 1 ; B1/SD;Instal Storm Inlet 5 5(Su• ` 3 B1/S0;Instal 36'A2000 Storm Line from B-4 to B-2 30-Jan-16 02-Feb-18 0% 3 1 11/SD:Instal 38'• ... orm 1 B1/SD;Instal Storm Manhole 8-3(Sub Phase 16) 03-Feb-15 04-Feb-16 0% 2 1 B1/SD;Instal Storm nhole- I B1/SD;Install 24'A2000 Storm Line from B-3 to 8-3 05-Feb-16 05-Feb-16 0% 1 1 BI/S0;Instal24' St• 61/30;Instal Storm Inlet B-3A(Sub Phase 16) 08-Feb-16 06-Feb-16 0% 1 1 61/SO;;Instal Storm let B- •i- B1/SO;Instal 24-A2000 Storm Line from 13-3 to B-2 08-Feb-16 08-Feb-18 0% 1 1 81/30;Instal 24" , .3 81/30;Instal Storm Inlet 8-38(Sub-Phase 18) 09-Feb-is 09-Fab-16 0% 1 1 81/30;Instal Stor Inlet• 81/SD;Instal 36-A2000 Storm Line from B-3 to 13-2 10-Feb-16 12-Feb-16 0% 1 1 8110;Instal i• 000,.l ▪ 131/SO;Instal Storm Manhole B-2(Sub-Phase 18) 13-Feb-16 16-Feb-16 0% 2 1 01/30;Instal c orm gi • B1/S0;Instal 38-A2000 Storm Line from B 2 to B-1 17-Feb-16 24-Feb-16 0% 7 1 B1/SO;11 at I 81/SD;Instal Storm Manhole B-1(Sub-Phase 18) 25-Feb-16 26-Feb-16 0% 2 1 81/30; tat * 81/50;Instal 24'A2000 Storm Line from 8-1 to B-1 27-Feb-10 27-Feb-16 0% 1 1 81/30 natal•'I p B1/SO;Instal Storm Inlet 8-1A(Sub-Phase 18) 29-Feb-18 29-Feb-16 0% 1 1 81/S. InstalS-. a....... Remaining Level of Effort MEM Actual Work MIMI Critical Remaining Work 1/17 Summary Pogo 11 of 21 ■eaw Actual Level of Effort ® Remaining Work• •Milestone =3 WBS SummaryAcOvity • 712 Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout wi WBS Summary Duration . B1/S13;Instal 16"A2000 Storm Line from B-1 to 0-1 01-Mar-16 01-Mar-16 0% 1 1 31- •!man 1' n B1/SD:Instal Storm Inlet 8-15(Sub-Phase 1 B) 02-Mar-16 02-Mar-16 0% 1 1 81/D;Install') B1/SD:Instal 24"A2000 Storm Line from B-1 to A 03-Mar-16 14-Mar-16 0% 10 1 �•et B1/5D ' 81/SD:Instal Storm Manhole A-5(Sub-Phase 1A) 15-Mar-16 15-Mu-16 0% 1 1 . 81/3>• ,f S'.-•110• .II Mo• i .tr. 07-Dec-15 1D-Dec 15 0% 4 OM P7 10-Dec-15.Sea•+a I Outfall Modifcation B1/SW;Instal Michigan Ave Outfal Manatee Grate Phasr 07-Dec-15 06-Dec-15 0% 2 124, BIiSW;Instal Mk his en 4v r OutfalMahatee G ate Phase 8 f,' 81/SW;Instal W.21st Street Outfal Manatee Grate Phat 09-Dec-15 10-Dec-15 0% 2 124+1481/SW:Instal N.2"st Stree>;Outfal Manatee Grate Phase 1 Earthwork Demucking for Utilities . r .101/11 'M , • ar-16, ?• 81/DMW;Demucking for Water Lines Phase B1 — 07-May-15A 07-Jan-16 0% 0 N 10MW Damueliq for Water Lines P •e 81 Ks: Bi/DMW;Demucking for Storm Lines Phase 81 17-Dec-15 07-Mar-18 0% 64 0 -- ,4•e.4.••■• . IDMV1:• #- Excavation • 81/EX:Excavate Road Bed Phase B-1B 16-Mar-16 24-Mar-16 0% 6 I = v 131/EX;Excavate Road Bed Phase B-1A 21-Apr-16 25-Apr-16 0% 4 0 : Subgrade&Base 25-Mar-16 11-May-16 0%i 41 0 I Bl/SG;12"Stabilzed Subgrade Phase B-1B 25-Mar-16 31-Mar-16 0% 6 1 ' BULB:ti"lJrnerock Base Phase B-18 01-Apr-16 07-Apr-16 0% 6 20 BI/SG;12'Stabilzed Subgrade Phase B IA 26-Apr-16 02-May-16 0% 6 0 - BI/LB;8"Limerock Base Phase B-IA 03-May-16 11-May-16 0% 8 0 f, Curbs,Walks&Driveways =mu 21-May-16 0% 44 • Concrete Curbs 01-Apr-16 09-May-16__MilEallalleglin 81/C C:24"Valey Gutter Curb Side Phase B-13 01-Apr-16 23-Apr-16 0% 20 1 • • 81/CC;24"Valley Gutter Curb Side Phase B-1A 03-May-16 09-May-16 0% 6 2 Concrete Walks,Aprons&Flumes 81/CW;Sidewak Repairs Phase B-10 25-Apr-16 05-May-16 0% 10 1 ' 81/CW;Aprons b Flumes Phase B-IB 06-May-16 11-May-16 0% 5 10 B1/CW:Sbaewalt Rapers Phase&1A 10-May-16 14-May-16 00%.4 % 5 2 81/CW;Aprom&Flumes Phase 8 to 16 May 16 20 May-16 0% 5 2 : f Concrete&Brick Paver Driveways r� � . !IE 81IDW;8'Stamped Concrete Driveways Phase 8-113 06-May-16 it May 16 0% 5 2 81/DW;B"Brick Paver Driveway Phase 8 to 16 Mey 16 20-May-16 0% 5 2 81/DW;6"Stamped Concrete Driveways Phase B-IA 16-May-16 20-May-16 0% 5 2 • 1 B141W;6"Brick Paver Driveway Phase 5-1B 06-May-16 21-May-16 0% 14 1 Asphaltic Concrete Pavement&Pavement Milling OB-Apr-16 13-May-16 0% 31 Asphahic Concrete Pavement 08-Apr-16 13-May-16 (11;;t- 31 81/ACP;1-117 Type S-1 Asphalt Pavement Phase 0-1 08-Apr-16 11-A0-16 0% 3 20 • I B1/ACP:1-1/2"Tyree S-1 Asphat Pavement Phase B-1 12-May-16 11-May-16 0% 2 0 t( Milling Asphaltic Concrete Pavement ( 81/MW:Miffing Asphalt Pavement,Phase B1--- 12-May-16 13-May-16 0% 2 8 1@ Landscaping S lmgation 04-Jun-16 0% 101 0 Bliul;Final Dressing&Sodding Phase 01 24-May-16 04-Jun-16 0% 10 0 . t Phase B-2-Sta 27+00 North of W 21 at&treat to W 27 22Sep•14A 20-May-16 71.72% 484 42 • Phase B-2Startup 16-Jan-15 A 29-Jan-15A 1C0`e: 9 en I 82/SU:Notice To Locate UMW,W.21st Street to W.271 16-Jan-15A 20-Jan-15A 100% 3 82/SU:Locate Unties W.21st Street to W.27th Street PI 20-Jan-15A 21-Jan-15A 100% 2 , 1 82/SU;Field Engn erine/Sury ey W.21st Street to W.271 20-Jan-15A 26-Jan-15A 100% 5 B2/SU;Execute SWPPP Plan W.21st Street to W.27th' 29-Jan-15A 29-Jan-15A 100% 2 Maintenance of Trailic 20-Jan-15A 09-May-16 70.42%; 429 52 • - Remaining Level of Effort NM.Actual Work MINN Critical Remaining Work 1.....”Summary Page 12 of 21 - Actual Lave!of Effort MIN Remaining Work• •Milestone P I WBS Summary Activity 713 Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration <a, 444 "- s 1B v�1�11 �aiff --....--.1.,m ;: -..../' MW 's• �'4 at, to .,d'' rt ,. . 3` .'. 4 sl4Fr"41r' •r' '' Ir. EILIDUC3 1.1A .:IflICJ1 1f.lr:7LILLIEJ• Phase 8-2 Construction Start Milestone 20-Jan-15A 100% 0 ?-I 82/MOT;Setup MOT for Water Main 8 Storm System Ph 23-Jan-15A 28-Jan-15A 100% 4 • 132/MOT;Setup MOT for Road Work Phase 82 17-Nov-15 A 25-Nov-15 A 100% 2 C 1'; setup MOT for-• se 52 B2/MOT:Maintain MOT for Water Main&Storm System 28-Jan-15 A 22-Jan-16 4S.45% 66 1t✓ ■■m • OT Maintain MOT for Water Mai & A B2MOT:Maintain MOT for Road Work Phase 82 25-Nov-15A 09-May-16 0% 75 12 �� Cleanng&Grubbing r ■• 17-Dec-15 0°'�! 10 123 11...."'0% t -486:10 ;j 82/C&G;Remove Trees&Shrubs Phase B2 07-Dec-15 17-Dec-15 0% 10 123• B2/C&G:R • j8 Shrubs Phase/82 7� Demolition 02-Feb-15A r s r 3.s: • r: •Mon i i • r Demolition Miami Beach Utilities =51111E11:=111, "`"`""'29-'-• •- ••Ition tviali Bah Uhibes 1 82/DU:Remove Storm System Manhole or Inlet Phase 09-Dec-15 11-Dec-15 0% 3 0' 82/011;Ramey :m Manaole:or!net Phase 82 B2/DU;Remove Storm System Piping 24'Phase 82 14-Dec-15 18-Dec-15 0% 5 0 B2/DU;R 'Oytem°:piing 23"Phase B2 B2/DU;Remove Remove/Salvage Fire Hydrant Phase 21-Dec-15 21-Dec-15 0% 1 138 -•-i.82/DU:• a/Sal\agei Fla Hydrant Phas r 82 B2/DU;Remove Storm System Piping 15'or less Pha 19-Dec-15 22-Dec-15 0% 3 0 B2/DU;•- • - •to System Pfping;15'of less Pt ase=• l i 82/DU:Abandon Water Main In-Place Phase 82 21-Dec-15 29-Dec-15 0% 6 131 B.. W■ter Mai In•f?lece Phase 82 iv 1 Demolition Pavement&Walks r r 134 3.• 1 .- •ISon Ravim snt&Wake 82/DP;Sancta/Remove Asphalt Water Line Trench° 02-Feb-15A 01-Jun-15A 100% 3 ; 62/0P;Saweut/Remove Asphalt Roadwork Phase B2 17-Nov-15A 11-0ec-15 0% 5 115 I .4 e-;Sawcut - • phat Roadwork Phase 82 s' 82/DP;Sawcut/Concrete Curbing Phase 82 12-Dec-15 14-Dec-15 0% 2 119 :2/DP;Sawc • - `Ct►bing Phase 82 f+' V` B2/DP;Sawcut/Remove Sidewak Phase 82 12-Dec-15 18-Dec-15 0% 6 115 B2/DP; a Sidisak Phasle 82 B2/DP;Sawcut/RemovaAsphalt Storm Line Trencher 29-Jul-15A 22-0ec-15 0% 2 139 1 I It 82/0P; iRsphali Slam Line Trenches Pha e I I I 62/DP;Remove Brick Paver Drives 8 Waks Phase 82 19-Dec-15 28-0ec-1 S 0% 6 115 +r Brick paver:OrNls BLVaks Ph me B2 i 82/DP;Sawcut/Remove Stamped Concrete Drives P 29-Dec-15 30-Dec-15 0% 2 115 8 iii-!� f Rir,64e Stamped Concrete Dives- as Miami Beach Ulillies r •. :. r 84 Dewatering System 09-Mar-15A 12-Jan-16 87.77% 229 151 I ;16(D•errateirirti Systitrt F i • : . . 82rOWW Temporary Dewaterig VVeIlnstaMtan Phat 09-Mar-15A 17-Sep-15 A 100% 6 f l ne B2 :: :`•82iOWW Maintain Dewatering System Phase B2 13-Mar-15A 12-Jan-16 81.08% 148 11 un sintNviterirl$System'Phase 82 ( Sanitary Sewer System 22-Sep-14A 17-Oct-14A rr . k B2/SS:Sanitary Sewer Mein Lining CIPP Phase B2 22-Sep-14A 17-0ct-14 A 100% 10 ;. Water Oistnbution System Phase B 2 02-Feb-15A 19 Dec-15 131 19-D°c-1' . r 'bunion System Phase&2 t' B21WD;8"DIP Water Main&Gate Val.,es Phase 82 13-Apr-15A 26-Jun-15A 100% 1 82NVD;1T DIP Water Main&Gate VaNas Phase e2 30 Apr-i5 A 31-Jul-15 A 100% 0 Yib P SSB22A 214/:to Sta 3341111a W.23n 10.Ap-1SA,11.11.0045,,p,,.•...t ;;e,.:..413 `131 19-D.-1 .- - •e I-2A 5g27i 3 to STa 33+80&W. • B2IW0;8'Gate Valve Sta 4+69 W.23rd Street(Su 13-Apr-15A 13-Apr-15 A 100% I 82JWD;8'X 8'Tee&VaNe Cut-In Sta 4+69 W.23r 10-Apr-15 A 13-Apr-15 A 100% 2 B2IWD;8'Gate Valve Sta 2*28 W.23rd Street 13 Su ( Apr-15A 13-Apr-15A 100% 1 "s 82/WD;r DIP Water Main Ste 2*28 to 4+64 W.23 13-Apr-15 A 22-Apr-15 A 100'/. 4 - f 132/WD:8'DIP Water Main&Gate Vabe Sta 2+88' 22-Apr-15 A 22-Apr-15 A 100% 1 1 82/WD;Fire Hydrant Ste 2.88 W.23rd Sreet(Sub- 23-Apr-15A 24-Apr-15 A 100% 1 132N YD:8-DIP Water Main Sta 2+28 to 2.88(Sub-I 24-Apr-15 A 29-Apr-15 A 100% 2 • .. B2/WD;Water Main Air Release Vales Sta 4.62 W. 08-May-15A 19-May-15 A 100% 1 '4 82NV0;12'DIP Water Main Sta 2T+50 to 33+84(S 30-Apr-15A 01-Jun-15A 100% 20 r4 62NVD;r Water Services Phase 82(Sub•Phase: 18-May-15A 12-Jun-15A 100% 15 82WO;Fire Hydrant Ste 28+80(Sub-Phase ZA) 26-Jun-15A 26-Jun-15A 100% 1 • 82/WD;8'DIP Water Main 8 Gate Valle Sta 28+8C 26-Jun-15A 26-Jun-15A 100% 1 • 82/WO Water Main Flushing&Testing Phase 82(t 20-Jul-15 A 31Jul-1 S A 100% 10 i • B2/WD Water Meters&Meter Boxes Phase 82(S 07-Dec-1S 10-Dec-15 0% 12 131 82NVD; -. i 4 Meter Soles p{nase132(Sub-°hose ) ,.' ,:W1 vP A-2>•11141 '8f'to llta W4O 1it'/i.t BQ.piy.l$A 1(►-GO.1S- .�:,951'1 ,-_:�:,2� 07 19-Dec-1 V�,JC a 9-28 Ste 33180 to Eta 42.40 East o W - Remaining Level of Effort B>•Actual Work B>♦ Critical Remaining Work . .Summary Page 13 of 21 - Actual Level of Effort 111111111M11 Remaining Work• •Milestone P---,-•1 WBS SurmwyActivity 714 Lower North Bay Road Infrastructure Improvement Program 88 Classic WBS Layout w/WBS Summary Duration claiwocr uuLiaLagli LirJWO) 82NVD;12"Gate Valve Ste 33+84(Sub-Phase 28) 02-Feb-15A 02-Feb-15A 100% 1 82/WD;12'DIP Water Main Sta 33*64 to 42*30(S 02-Feb-15A 02-Apr-15A 100% 14 B2/WD:12"Gate Valve Sta 42+30(Sub-Phase 28) 02-Apr-15 A 02-Apr-15 A 100% 1 132/W D:8'DIP Water Man 6 Gate Valve Sta 42+2_ 03-Apr-15A 03-Apr-15 A 100% I B2NVD:Fire Hydrant Sta 42*25(Sub-Phase 28) 03-Apr-15A 03-Apr-15 A 100% 1 f. B2NVD;6'DIP Water Main&Gate Valve Sta 37+2_ 09-Apr-15A 09-Apr-t5A 100% 1 . f t B2NV0;Fire Hydrant Ste 37+25(Sub-Phase 28) 09-Apr-15A 09-Apr-15A 100% 1 • s B2/WD:Water Main Air Release Valve Sta 33+98(t 02-Feb-15A 14-May-15A 100% I , •.... B2NVD;2 Water Services Phase B2(Sub-Phase: 20-Feb-15A 14-May-15A 100•/. 12 B2/WD;lr DIP Water Main Ste 33+80 to 42+40(S 29-May-15A O5-Jun-15A 100% 5 L- B2NVD;Water Main Flushing&Testing Phase B2(: 19-May-15A 15-Jun-15A 100% 10 E.- 82NVD;Water Meters&Meter Boxes Phase 82(S 07-Dec-15 19-Dec-15 0% 12 117 ,• • B2NVD:Wet-Mete •b:14etarpottes mast 12(Sub-Phase:B) Storm Drainage System Phase B-2 1O.Aug-15A rIZZEMECEESIIIMIIIIM I. Storm Drainage Phiso 8-2A W Yhd Sheet Celina.11-Fsb-15 01-Apr-18 0% 42 8! .... .. '. • _,;.. ; (t 82/SD;Instal Trash Rack Structure Phase 82(Sul 11-Feb-16 24-Feb-113 0% t0 59 '2f5D;Instal Trash 82/SO;Instal 42"RCP Storm Line from Trash Rael 24-Feb-16 26-Feb-16 0% 2 59 :8112/SD;Instal 42'F r. 82/SD;Instal Storm Manhole C-8 Phase 82(Sub-F 26-Fab•18 29-Feb-16 0% 2 59 62/SO Instal SIC •E i r 82/SD;Instal 38'A2000 Storm Line from C-8 to V-: 29-Feb-16 02-Mar-16 0% 2 59 I.' 132/SD;Instal 31 82/SD;Instal Vortex Manhole V-1 Phase 82 02-Mar-16 08-Mar-16 0% 5 84 7— E2/SD:that 132/SD;Instal 36"A2000 Storm Line from V-2 to C-I 06-Mar-16 10-Mar-16 0% 2 84 82/SD:Ins 4. B2/SO;Instal Storm Inlet C-9 Phase 82 10-Mar-16 12-Mar-16 0% 2 84 B2/SD:Ir B2/SD;Instal 42"RCP Storm Line from C-9 to C1( 12-Mar-16 15-Mar-18 0% 2 84 82/0; 132/SO;Instal 36"A2000 Storm Late from Tash Ric 15-Mar-16 17-Mar-16 0% 2 84 B3/SC ,' B2/S0:Instal Vortex Manhole V-1 Phase B2 17-Aar-16 23-Mar-16 0% 5 64 ••••1% 82/SO:Instal 36-A2000 Storm Line horn V-1 to C1 23-Mar-16 26-Mar-16 0% 3 84 82/SD;Instal Storm Inlet C-1 Phase 82(Sub-Ph as. 26-Mar-16 31-Mar-16 0% 4 64 �: 132/SD;Instal 36 A2000 Storm Line from C-1 to C 31-tar-18 01-Apn10 0% 1 84 itono Dralaage Maass d-�l!Ptit, „Q3*8-4i4 h 1 itt fi '1.82% 44 0 ;26-48-18.Storm Drahage Phase 3-2 ..._ ,_.".w.�...4.M+ ++lei ,7•'•..' �__. ._ ._.; .h.;._..t..'...-1::.... ..... .. -+ B2/SO;Instal Storm Manhole C-2(Sole-Phase 28) 18-Now15A 23-Nov-15 A 100% 2 I t st31 Storm Manho a d.2;it• ,ou 2fl) ; 82/SD;Instal 24"A2000 Storm Una from C-2 to C-: 24-Nov-15A 06-0ec-15 0% 2 0 i BLSJ;Instal 24'P12000 St t01 Lille hC m Cr-210 C-3(Sub-Phase 28) 132/SD;Instal Storm Inlet C3(Sub-Phase 2B) 12-Dec-15 12-Ole-15 0% 1 0 43 %/SD;1 nstal°Or Ti Isle G:(Su0-Phase 28) !m..( B2/SD;Instal 1 a"A2000 Storm Line from C-3 to C• 14-0ec-15 14-Dec-15 0% 1 7 +` 62/60:Instal t 8' D;:(affil Ljrn a from{'r,3 to Q-4(Sub-Phase 28) ` 82/SD;Instal Storm Inlet C-4(Sub-Phase 2B) 23-Dec-15 23-Dec-15 0% 1 0 82/SO;as al Main Inlet C-4(Sib-Phase 28)•B2/SD:Instal 36'A2000 Storm Line from C-2 to C-: 24-Dec-15 29-Dec-15 0% 3 0 .82/50 Inn thi ''A20‘0 StormUi,o from C-2 to CS(S ab-1 82/SD;Instal Storm Manhole C-5(Sub-Phase 28) 30-Dec-15 04-Jan-16 0% 3 0 622SC )fulfil Slbrrn MainholiC-5(Sub-Phase 28) 132/SD;Instal 18"A2000 Storm Line from C5 to C-5 05-Jan-16 05-Jan-16 0% 1 0 5 s0 Its al tl3.a 000 StDLm Lin!from CS to C-!A i 132/SD;Instal Storm inlet C-SA(Sub-Phase 28) 06Jan-18 06-Jan-16 0% 1 0 82/Sc;;OM i.tgrm Inlet PA(Sib-Phase 28) t B2/SD;Instal 16"A2000 Storm Line from C-5 to C= 07-Jan-16 07-Jan-16 0% 1 0 E2/sm:frtattaIl8's2000 Storm Lhe from C-5 to 4-5 132/SD;Instal Storm Inlet C-58(Sub-Phase 28) 06-Jan-16 08-Jan-16 0% 1 0 12/6Jl leitaa Slolm lnlet;C-58(Sub-Phase 28) .-x 82/SD:Instal 36"A2000 Storm tine from C-5 to C-( 09-Jan-16 16-Jan-16 0% 7 0 E2/aD;ln4ta8 36'A2400 Storm Line from C.5 t 62/S0;Instal Storm Manhole C-S(Sub-Phase 28) 19-Jan-16 20-Jan-16 0% 2 0 'I 2./SD:1nstatStorin Mashole 0-6(Sub-qua 82/SO;Instal 38"A2000 Storm Line front 04 to B-1 21-Jon-18 26-Jan-16 0% 7 0 'Aim:fpstp+36-A2000 Storm Una kt .. ;StonesOmliiioi7 1•2Cl`t 1344. iF4' A'1OAvOSA 25,1∎1-1S 70,84% ,: 129 tft n- 125.tar-1QSfotm Drain age Phase6-OC 82/SD;Instal Storm Manhole C-10 Suit-Phase 2C 1 - ( ) OAttO.15A 11,Au¢15A 100% 2 a. 132/SD:Instal 42"RCP Storm line from C-10 to C7 12-Aug-15A 08-Sep-15A 100% S >Phse 2C) • B2/SD,Instal Storm Manhole C-11(Sub-Phase 2C) 09-Sep-15 A 10-Sep-15 A 100% 2 • B2/SD;Instal 42"RCP Storm Line from C-11 to C-1 11-Sep-15 A 19-Nov-15A 100% 6 sill 4r RCP Storm Liaa from 0-j tq Cr1 t(S,ubPnase'n}C) Remaking Level of Effort (i Actual Work MINE Critical Remaining Work 11. ,Summary Page 14 of 21 ■.. Actual Level of Effort =NM Remaining Work• •Milestone L., 1,-zj WBS Summary Activity 715 Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration I «^.. .. '.c't Joy, -- ate' :7+"•- . r w-.. _•4 8280;Instal Storm Martha.*C-12(Sub-Phase 2C) 20-Nov-15A 23-Nov-ISA 100% 2 Irst 1StortnMantf• : ase• ): •: BZSO;Instal 113-A2000 Storm Line from C-12 to C 07-Dec-15 07-Dec-15 0% 1 11 B SD;Instal 16' '' URe fro Cr12st0 C-11J1(Sub Phase:C) 1 B2/SD;Instal Storm Inlet C-12A(Sub-Phase 2C) 08-Dec-15 08-Dec-15 0% 1 11 =•SD;Install Sto •(Su(r aie 2C) 82/SD;Instal 18"A2000 Storm Line from C-12 to C 09-Dec-15 09-Dec-15 0% 1 11 2/SO:Ioctal 18 .r r r- Lne;h m(r-12 to C i2B(Sub Phase 2 132/SD:Instal Storm Inlet C-128(Sub-Phase 2C) 10-Dec-15 10-Dec-15 0% 1 11 : :2/SD:Instal S.• 2B(Su Phase 2C) t. o B2/SD;Instal 42'RCP Storm Line from C-12 to C-' 11-Dec-15 18-Dec-15 0% 7 11 •-• 82/50:Ins• •''Stotmii�e from C-12 JO C-13(Sub-Phase ti. B2/SO:Instal Storm Manhole C-13(Sub-Phase 2C) 19-Dec-15 21-Dec-15 0% 2 11 •• B2/S6;t - .r .artro*e 1-1 ($4b-Phase 2C) 1• B2/S0:Instal 18"A2000 Storm Line from C-13 to C 22-Dec-15 22-Dec-15 0% 1 11 B2/SD:I •o.'0'Stbr n Line rrem C-13 to C-13A(Sal-- y;a B2/SO;Instal Storm Inlet C-13A(Sub-Phase 2C) 23-Dec-15 23-Dec-15 0% 1 11 B2/S0• ;Inljtt t-3AkSU6i•Phasje 2C)•F.,:. ' BZSD;instal 18-A2000 Storm Line from C-11 to C 24 Dec-15 24-Dec-15 0% 1 11 B2/5D •••"..'$tcrm lint from Cr-13 to C-138(8 a• t 82/SD;Instal Storm Inlet C-138(Sub-Phase 2C) 28-Dec-15 26-Dec-15 0% 1 11 B -• I ..rrnlnbt C-t3B7(Sub•Phase 2C) E_ - 82/S0;Insta142'RCP Storm Line from C-13 to C-' 29-Dec-15 05-Jan-16 0% 5 11 i• • I 11142';R.1P Otojrir Line;from C-13 lo C-14 132/SD;Instal Storm Manhole C-14(Sub-Phase 2C) 06-Jan-18 07-Jan-16 0% 2 11 :• .; :alStbr r!Manbdle C-14(Sub-Phase 2C) • 82/SD;Instal 1 r A2000 Storm Line from C-14 to C 06-Jan-16 06-Jan-16 0% 1 11 : w • •ta!10- 0 Storm lyne from C-14 to C t B2/SD;Instal Storm Inlet C-14A(Sub-Phase 2C) 09-Jan-1B 09-Jan-16 0% 1 11 e • ''• hi'Stall Inlet-14A;(Sub-Phasa 2C 132/SO;Instal 18'A2000 Storm Line from C-14 to C 11-Jan-16 11-Jan-16 0% 1 11 •�• Instate 1117 A20(83 Storri line from C-14 to B2/SO:Instal Storm Inlet C-14B(Sub-Phase 2C) 12-Jan-16 12-Jan-16 0% 1 11 - •-mats$Storm Irtlgt C-1}8(Sub-Phase 2C) B2/SO;Instal 4r RCP Storm Line from C-14 to D-1•13-Jan-16 15-Jan-16 0% 3 11 :t/D;ktstalM2'RCP Storin Lin*from C-y t. - 63/SD;Instal Storm Manhole 0-2(Sub-Phase 2C) 16-Jan-16 19-Jan-16 0% 2 11 D;(metal Stotm Marltrole D-2(Sub-Rea 63/SD;Instal 16A2000 Storm Line from D-1 to D-: 20-Jan-16 21-Jan-16 0% 2 11 �L - SO trStal trfi12004 Storm Une from• 8350;Instal Storm Inlet D-1(Sub-Phase 2C) 22-Jan-16 22-Jan-16 0% 1 11 iii 83/50:11irta11 Stctm Init D-1(Sub•Phaae B3/SD;Instal 42'RCP Storm Lne from 0.2 to 0.3 21-Jan-16 25-Jan-16 0% 2 11 i/ 8}1/$D inyta�4�'RCP Storm Una from Storm Water Pump Station 8 Outtall 11-Jan-16 03-May-16 I 0 96, 57 r - 62/PS:Site Cast Wet Wel for Pump Station 11-Jan-16 25-Jan-16 0% 12 17 •B2Jf3S Site Cast Wat Wel for Pump S 62/PS:Instal Sheet Plat Cofferdam for Pump Station Pha 25-Jan-18 30-Jan-18 0% 5 12 .. .. II.._.' 2 _-tf2RS;Inttil Sheet Pile Cofferdam• 02/PS;Instal Pump Station Wet Wel Phase B2 30-Jan-16 11-Feb-16 0% 10 12 132/PS;Instal Pump Staten 62/PS;Instal Pump Station Bypass Manhole Phase B2 11-Feb-16 24-Feb-16 0% 10 12 t 82/PS;Instal P • • B2/PS;Instal Pumps and Plumbing Wet Wel Phase 62 11-Feb-18 24-Feb-18 0% 10 22 B2/PS:Instal P • 62/PS;Instal Pump Station Dissipator Structure Phase E 24-Feb-18 07-Mar-18 0% 10 12 62/PS;les 62/PS:Backll Pump Station and Remove Cofferdam Ph 07-Mar-16 11-Mar-16 0% 4 12 • B2IPS 132/PS;Instal Piping to Dissipater Structure 8 Bypass Mr 11-Mar-16 18-Mar-18 0% 4 12 B2PS 82/PS;Instal Piping for Outfal at Seewal Phase B2 18-Mar-18 26-Mar-18 0% 10 12 82/PS;Instal Hatches Trash Racks and Controls Phase 28-Mar-18 02-Apr-16 0% 5 12 62/PS;Pretest&Test Pump Station Phase 132 27-Apr-16 03-May-18 0% 5 57 • • Electrical 02-Apr-16 0`.'01 311 12 • Storm Water Pump Station F ta el nc A 02-Apr-16 M:C® 12 ` B2/EW;Instal FPLHartdhols Power Connection Phas' 02-Apr-16 04-Apr-16 0% 1 12 i !VIEW;Instal 2'Conduit 2-Way Duct Bank to Meter I 04-Apr-18 07-Apr-16 0% 3 12 I 62/EW;Instal Terminal Junction Box.Power Center a 07-Apr-113 11-Apr-18 0% 1 12 62/EW;Instal 2'Conduit,4-Way Duct Bank to Wet W 11-Apr-18 12-Apr-16 0% 1 12 . • MEW;Install Conduit 2-Way Duct Bank Phase B2 12-Apr-18 13-Apr-18 0% 1 12 B2/EW;Instal Ground Rods.Groundng Triangle 8 G 13-Apr-16 15-Apr-1B 0% 2 12 IE 62/EW;Instal Controls and Wire to Control Panel Pha 15-Apr-18 20-Apr-18 0% 4 12 62/EW;Instal Power Cable and Wke to Control Panel 20-Apr-16 21-Apr-16 0% 1 12 (( 82/EW;FPL Meter Instalation Pump Station Phase B2 21-Apr-16 27-Apr-16 0% 5 12 F Street Lighting Electrical Egratla.09-May-16 0%I 10 12 82/EW;Replace Street Light Conduit Phase B2 27-Apr-111 03-May-16 0% S 12 • _ - - Remaining Level of Effort Min Actual Work M1111• Critical Remaining Work ••••••••Summary Page 15 6121 Actual Level of Effort MEI Remaining Work• •Milestone t'- WBS Summary Activity 716 Lower North Bay Road Infrastructure Improvement Program 88 Classic WBS Layout w/WBS Summary Duration iimiii K,: lanD�i EJ LI ELi t3 a:�KK..11' 17Ea 7Ellia 4 L B2/EW;Instal Wire Street Light Conduit Phase B2 03-May-16 O9-May-te 0% 5 12 10 . M..,tt .ti. 1=1111 11-Apr-16 1 0% 1_1 27 I B2/SW;Modify W.23rd Street Seawall Phase B2 28-Mar-16 08-Apr-16 0% 10 27 82/SW:Instal W.23rd Street Duffel Manatee Grate Ph at 08-Apr-16 11-Apr-16 0% 2 27 Earthwork = �® 1 �I 04-Feb-,16.Earthwork �.1 Demucking for Utilities 1 76.07% 117 111-•.fe-iR Denluckini for UIBSes B2/DMW;Dernucking for Water Lines Phase B2 02-Feb-15 A 14-May-15A 100% 7 ' 82IDMW;Demucking for Storm Linea Phase B2 10-Aug-15A 12-Jan-16 37.11% 45 It ` Bb/DMW:pemtpckjng'tor Storm Lines Phase 82 Excavation EM .11111311111111E11111111 v,-*"-!T 02-Feb-16.Excavation B2/EX:Excavate Road Bed Phase B-2C 16-Jan-16 21-Jan-18 0% 4 74 32/P;;Expayatp Road)3ad Phase B-6 ' B2IEX;Excavate Road Bed Phase B-23 29•-Jan-16 02-Feb-16 0% 4 64 - ;B2/EX:Excavate Road Bed Phase t, Subgrade&Base �� o ( 21© 1;16-FeD-16.Subgrade&B Stabilized Subgrade Li 0`6 14 gigli �'*I 00F0-16.Stabiized Subgrade B2/SG;12"Stabized Subgrade Phase B-2C 22-Jan-16 26-Jan-18 0% 4 74 - 62/$G 1'8tabizeil Subgrade Phase I .-' I 132/SG;12'Stabilized Subgrade Phase B-2B 03-Feb-18 06-Feb-16 0% 4 64 r B2/SG;12'Stabilzed Subgrade :y LanerorkBase Q ��© , , ,16-Feb-18.Umerock Bas. 621-8;8'Umerock Base Phase B 2C 27-Jan 18 03-Feb-16 0% 7 87 - '2/1.18;8"Limerock Bass Phase B• [,• 82/LB;8"Umerock Base Phase B-2B 08-Feb-18 16-Feb-16 0% 7 77 '!2&B 8'Limerock Base l0 Curbs.Walks&Dnveways �r• . . r. /09_Mar 0 Concrete Curbs 0%� 1E*eb-16,Concrete Curbs k r 82/CC:24'Maley Gutter Curb Phase B-2C 27-Jan-16 01-Feb-16 0% 5 74 24'Valety Gutter Curb Phaa II.: B2/CC;24'Maley Gutter Curb Phase B-2B 0&Feb 16 12-Feb-16 0% 5 64 B'tt/CC;*4'k Icy Gunter Cur Concrete Walks Aprons&Flumes r�'� ® 1 02-Mar-16,Con El: B2/CW;Sidewak Repairs Phase B-2C 02-Feb-18 12-Feb-18 0% 10 74 we- BPCW;Sidewak Repairs Pt B2/CW;Aprons 3 Flumes Phase B-2C 13-Feb-16 19-Feb-16 0% 5 80 . 02I W;Aprons&Flu.tF M" 82/CW;Sidewak Repairs Phase B-2B 13-Feb-18 25-Feb-16 0% 10 64 ,4' 12/CW:Sidewak R • 82/CW;Aprons&Flumes Phase 6.28 26-Feb-18 02-Mar-16 0% 5 70 B2/CW;Aprons Concrete 8 Beck Paver Dnveways TIEREEM 0%I 21 09-Mar-16,• •821DW;8"Brick Paver Driveway Phase 13-2C 13-Feb 18 20-Feb-16 0% 6 74 1 B2/DW;8'Brick Paver BMW;8'Stamped Concrete Driveway Phase B-2C 22-Feb-18 28-Feb-16 0% 5 74 - ;02/DW:8'Stamp., • B2/DW;Cr Brick Paver Drseeway Phase 8-28 26-Feb-16 03-Mar-16 0% 6 64 - B2IDW:6'Brio BMW;6'Stamped Concrete Driveway Phase B-28 04-Mar-16 09-Mar-16 0% 5 64 -^ 82/DW;6'• Asphaltic Concrete Pavement&Pavement Milling 0%; 13 M 19-Feb-18,Asphalic Cc Asphaltic Concrete Pavement 04-Fea16 19-Feb-16.Asphabc Cc• • 82/ACP;1-1?Type CP;1-1/2'Type S-I Asphalt Type S-1 Asphalt Pavement Phase B-2 04-Feb-18 06-Feb-18 0% 3 87 B A B2/ACP;1-1/2•T S-I Asphalt Pavement Phase B-2 17-Feb-15 19-Feb-16 0% 3 77 B2/ACP;1-12'Type S I Milling Asphaltic Concrete Pavement 1r°1 _ _ ♦0-Feb-18,MilIngasphakie Cot B2/MW:Ming Asphalt Pavement Phase 82 08-Feb-15 06-Feb-16 0% 1 69 62 :Miring Asphalt Paysma Landscaping 8 tmgation 11-Apr-16 20-May-16 0%, 341 12 82/-81;Instal Irrigation Water Service and Controkr Pht 11-Apr-18 12 Apr-18 0% 1 27 02/1_81;Rough-In Irrigation Piping Phase B2 12-Apr-16 13-Apr-16 0% 1 27 02/-31;Plant Shrubs and Mulch Phase 82 13-Apr-18 14-Apr-16 0% 1 27 • Ef B2IL81:FnalAdjustments krigation System Phase B2 14-Apr-18 15-Apr-16 0% 1 32 132/L61;Decorative Bolards Phase 132 14-Apr-16 18-Apr-16 0% 3 27 ' 62/Ldd;Decorative Fence Phase 82 18-Apr-16 21-Apr-16 0% 3 27 1321-8l;Final Dressing&Sodding Phase 82 09-May-16 20-May-18 0% 10 12 ' , Phase 6-3-W 27th Street(Ste 42+40)to Alton Road(1 23-Jan-15A 03-Jun-18 63.73% 406 31 Phase B-3 Startup 03-Mar-ISA 15-May-15 A 100%1 49 r_mp Remaining Laird of Effort MINI Actual Work t■181 Critical Remaining Work 1■11,..."Summary Page 10 of 21 •••■■• Actual Level of Effort ` Remaining Work• •Milestone t-=.- I WBS SurnmaryAclivily 717 Lower North Bay Road Infrastructure Improvement Program 88 Classic WBS Layout w/WBS Summary Duration r-r;'. .r-. .. t t;;;;yc1. 83/SU;Notice To Locate Utikies W.27th Street to Alton R 03-Mar-15A 06-Mar-15A 100% 3 -1 83ISU;Locate Utsiities W.27th Street to Alton Road Phas 09-Mar-15A 10-Mar-15 A 100% 2 83/SU:Field Engineerng 8 Survey W.27th Street to ARor 08-Apr-15 A 09-Apr-15 A 100% 5 ' • 83/SU:Execute SWPPP Plan W.27th Street to Alton Roa 154May-t5A 1S-May-15A 100% 2 Maintenance of Traffic 03Jun-16 63.73`5 408 11 Phase B-3 Construction Start Miestone 23-Jan-15A 100% 0 ' r B3/MOT;Setup MOT for Water Man&Storm System Ph 23-Jan-15A A 23Jan I5 A 100% 2 r B3/MOT,Maintain MOT for Water Main d Storm System 28-Jan-15A 11-Mar-16 53.05% 184 40 _ 81IMDT; L- 83/MOT;Setup MOT for Road VVork Phase B3 12-Mar-16 14-Mar-16 0% 2 40 B3.MO1 a° 83/MOT;Maintain MOT for Road Work Phase B3 15-Mar-16 03-Jun-16 0% 89 t1 k�••• Cleanng&Grubbing 07-Dec-15 17-Dec-15 0% 10 107��. 17-Dec-15.C re dt Grubbing Pt -- -- B3/C&G;Strip Grass Phase B3 07-0ec-15 17-Dec-15 0% 10 107 • 83/C&G;Strip rags Phase B3 ii B3/C&G;Remove Trees&Shrubs Phase B3 07-Dec-15 17-Dec-1S 0% 10 107 , • 83/C&G:Re • •Trees&Shrubs Phase B3 Demolition 28-May-15A 07-Apr-16 57.98% 238 44 ' Demolition Miami Beach Utilities -- - e:+ 057Jan•16 0%� 22 96•r"' .I 05 Jaet5,Dernoition Muni Beach Uti -. {, B3/DU;Remove Remove/Sakage Fre Hydrant Phase 07-Dec-15 07-0ec-15 0% 1 33 83/DU;Remove Re •ve/Si Nage F e Hydrant Phase B3 .: 83rDU;Remove Storm System Piping 15'or Tess Pha 05-Dec-15 11-Dec-1S 0% 3 109 t B3/DU;Remove S..rm System Piping 15-or less Phase:3 83/DU;Remove Storm System Manhole or Inlet Pines: 12-Dec-15 16-D•c-15 0% 4 109 • B3/DU;Rentoo Sterna Systert`Manhot.or Inlet Phase t.3 83/DU:Abandon Water Main In-Place Phase63 28-Dec-15 05-Jan-16 0% 6 95 = aL;Abandon Neter Main In-Place Pn e83 Demolition Pavement&Walks DM=07-Apr-16 IIIIIMMIED 44 s 83/0P;SawcutAsphat Storm Line Trenches Phase 83 07-0ec-15 08-Dec-15 0% 2 44 a 83/OP;•awcutAsph R Stonn Lime Taenches.Phase 153 83/0P;SawcutAsphat Water Line Trenches Phase B3 28-May-15A 09-Dec-15 0% 3 32 E 3/DP:-awcutAa• .0 Water Line Trenches Phase 83 83/DP:Sawcut/Remove Asphalt Roadwork Phase B3 15-Mar-15 19-Mar-16 0% 5 44 83/C 93/DP;Sawcut/Remove Sidewak Phase B3 21-Mar-18 26-Mar-16 0% 6 44 83/DP:Remove Brick Paver Drives&Waks Phase 83 28-Mar-16 02-Apr-18 0% 6 44 • I i 83/DP:Sawcut/Remove Stamped Concrete Drives P 04-Apr-18 05-Apr-16 0% 2 44 ' 83/DP;Sawcut/Concrete Curbing Phase B3 06-Apr-18 07-Apr-16 0% 2 44 Miami Beach Utdtties E=En1=111111 58.56%i 2531 70. Deveatering System 24-Apr-15A 07-Apr-16 � 79 MIMI • 63/13WW Temporary Dewateru g Wet Installation Pha: 24-Apr-15 A 15-May-15 A 100% 8 1 B3/DWW Maintain Dewatering System Phase B3 15-May-15A 07-Apr-16 34.21% 152 20 I Water Distnbution System Phase 8-3 29-May-15A 08-Jan-16 86.03% 179 154 8-.ati16,Water Ditrbution System Phase 8-3 63/WD;f2'DIP Water MailGate Valves Phase 83 29-May-15A 24-Jun-15A 100% 36 • B3IWO 8'DIP Water Main&Gate Valves Phase B3 11-Sep-I5 A 11-Sep-15 A 100% 2 .'1047-9.I '"'-1r8 May-15A 2415sc-15 6111% 570 -,,' 24-Dec-1 Phase 8-3A Sta 42.40 to Sta 47+40 N.Bay Road ' B3/WD:Water Main AS Release Valve Ste 44+00(; 18-Jun-15A 16-Jun-15A 100% 1 B3IWD:12'DIP Water Main Sta 12+40 to 47+40(S 29-May-15A 23-Jun-15A 100% 10 • 83/WD;Fire Hydrant Sta 47+27(Sub-Phase 3A) 24-Jun-15A 25-Jun-15A 100% 1 . 83dW0:i2'Gate Valve Ste 47+40(Sub-Phase 3A) 24-Jun-1SA 25-Jun-15A 100% 1 83A/V0;8'DIP Water Main&Gate Valve Sta 47.27 24-Jun-15A 25-Jun-15A 100% 1 ' - B3NVD:2'Water Services(Sub-Phase 3A) 22-Jun-15A 13-Jul•15A 100% 4 ' . 83i1ND;Water Main Ai Release Valve Ste 45+20(I 31Jul•15A 31-Jul-ISA 100% 1 • . 834N0;Water Main Flushing&Testing(Sub-Phas. 03-Sep-ISA 14-Sep-15A 100% 10 ) ' B3/WD:Water Meters&Meter Boxes(Sub-Phase 08-Dec-15 24-Dec-I5 0% 15 33 83M/0; -e•Meters&Meter Boxes(Sub-Ph me 3A) • - #1'�te$11'0+06N.Bay Rear 13-Ju41SA ;94:11$0-19.. ,_14., 9 28-Dec 15,Phase B'-3 3 Sta 41440 to Sta.58+00 Ni RN • • :: ., i Bev 83AND;Water Main AS Release Valve Sta 48+13(; 31Jul•ISA 31-Jul-15 100% 1 • 831WD;12 DIP Water Main Sta 47+40 to 58+00(S 13J ulI S A 11-Aug-15 A 100% 20 i . ■eesea Remaining Level of Effort 1s Actual Work 8)• Critical Remaining Work f.."..9 Summary Page 17 of 21 ■■ie Actual Level of Effort Remaining Work• •Milestone =WBS Summery Activity 718 1 Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration rre K ?sue ., •F it)i t 1 -Z,•� �iENJ��.iJl� (LI (�...L.[y �V■ B3AND;12"Gate Valve Sta 58+00(SudPhase 38) 11-Aug-15 A 11-Au0-15 A 100% 1 1 83NVD:2'Water Services(Sub-Phase 38) 12-Aug-15A 31-Aug-15A 100% 14 +8 B3/WD;8'DIP Water Main&Gate Valve Sta 52-DC 31-Aug-15A 01-Sep-15A 100% 1 3B) 54 63NVD,Fire Hydrant Sta 52+00(Sub-Phase 38) 31-Aug-15A 01-Sep-15A 100% 1 B3AND:8"DIP Water Main&Gate Valve Sta 56-4f 01-Sep-15A 02-Sep-15A 100% 1 -38) '!S B3iWD;Fire Hydrant Sta 56+48(Sub-Phase 3B) 01-Sep-15A 02-Sep-15A 100% 1 63/WD;Water Main Flushing&Testing(Sub-Phase 03-Sep-1S A 08-Dec-15 80%. 10 32_ ;r D:Water Main lashing&Test ng(Su•Phase 38) = B3/WD:Water Meters&Meter Boxes(Sub-Phase 09-Dec-15 26-Dec-I5 0% 15 32� ••� 83IWD Wate Meters d Meter Boxes(Sub = . Phase B-3C Sta 58+00 to Sta dii+SO M Bay Road 06JuI.15A 06-Jan-16 80.77% 130 154 if-Jan-16.Phase B-3•Sta 58+00 t• r'= B3NVD;12"X 10"Tapping Sleeve&Valve Sta 65+8 06-Jul-15 A 10-Jul-15 A 100% 3 ° B3NVD;10"DIP Water Main Sta 65+50 to 65+60(S 10Jul•15 A 10-Jul-15 A 100% 1 B3/WD:12"G ate Valve Sta 65+50(SudPhase3C) 10Ju1-15A 10-Jul-15A 100% 1 M :.1 1331W0;Water Man Air Release Valve Sta 65+38(f 31-JuI-15 A 31-Jul-15 A 100% 1 B3/WD;8"DIP Water Man&Gate VaAe Sta 61+34 31Jui-15A 03-Aug-15 A 100% 1 l B3NV0:Fire Hydrant Sta 61+34(Sub-Phase 3C) 03-Aug-15A 03-Aug-15A 100% 1 ( B3/WD;1r DIP Water Main Sta 65+50 to 58+00(S 13-Jul-15 A 25-Sep-15 A 100% 13 r• b-Phase 3C) ;.x 83/WD;2"Water Services(Sub-Phase 3C) 16-Aug-15A 25-Sep-15A 100% 14 83/WO;Water Main Flushing&Testing(Sub-Phase 05-Oct-15A 17-Dec-15 0% 10 24 .- _ 83/W0;Water an Flushing iTestl•(Sub-Phase i 83NVD:Water Meters&Meter Boxes(Sub-Phase 16-Dec-15 08-Jan-16 0% 15 24 -3/WD Water vleters•Meter Box se: . Pliblikki til414,040. W. `�.,'.,: .15A 11.J l$A . 100% IL,. -... i B3IW0:r X Clapping Sleeve&V tte Sta 6+42(•. 26-Jun-15A 30-.1111-15A 100% 2 B3lWD;8"DIP Water Main&Gate Valve Sta 6+42. 01-Jul-15A- 01-j415A 100% 1 °' B3/WD:12-Gate Valve Sta 3+94 W.29th Street(Si 15-Jut-15 A 17Jul•15A 100% 1 83/WD;12"DIP Water Main Tie-in Ste 3+94 to 4+4• 15-Jul-15 A 17Jul-15A 100% 3 83/W D:r DIP Water Man Sta 6+42 to 4+44(Suds 01-Jul-15 A 17-J u1-15 A 100% 4 • Storm Drainage System Phase B•3 14-Dec-15 18-Apr-16 0"1 103 11 .�—�� ,.a s4A its 42+70 to Ira t11.!'�[ll-- I aeo-ls•; i re J — 0%: $3 203 • • Pipe Crew Mobiizalion(Sub) 14-0.-15 19-Dec-15 0% 6 20 Pipe Crew Mo.'•ti>n(Sub) • B3/SO;Instal Storm Inlet 0-3 Phase 83 Sub-Phas ( 21-0eC-15 22-Dec-15 0% 2 20 83/50;Instal or Ti Inlet D3. .. 83(Sub Ph se 3A) ; B3/SO:Instal 42"RCP Storm Line from D-3 to 0-4 23-Dec-15 24-Dec-15 0% 2 20 83/SO:Instal 2 RCP.SQ>rm Lin from D-3 to• (S'ud'as B3/SD;Instal Storm inlet D-4(Sub-Phase 3A) 28-Dec-15 29-Dec-15 0% 2 20 83/SD:Ins al Storm Inlet 0-4 Sub-Phase ) 83/SO;Instal 4r RCP Storm Line from D-4 to D-8 30-Dec-15 04-Jan-16 0% 3 20 83/SO Instal 42'RCP St.m Liw from• kt• (Su 83/SO;Instal Storm Manhole 0-6(Sub-Phase 3A) 05-Jan-16 07-Jan-16 0% 3 20 B •;Instal Stbrm Ma ole D-6(Su,Phase •) • 83/SD;Instal 42"RCP Storm Line from D-8 to D-7 08-Jan-16 09-Jan-16 0% 2 20 8 •• Instal 42'RCP Storm Line h•m D-6 to D-7 63/SD;Instal Storm Inlet 0-7(Sub-Phase 3A) 11-Jan-18 12-Jan-16 0% 2 20 =r 9D;Insta I Storm let D-7(Su•• asp ) B3/SD;Instal 42"RCP Storm Line horn D-7 to 0-9 13-Jan-16 16-Jan-18 0% 4 20 83/SD;lot tal 42"•CP Storm ' =hi++•7 to 83/SO:Instal Storm Inlet 0-9(Sub-Phase 3A) 19Jan-16 20-Jan-16 0% 2 20 6. 83/SD;Instal arm Inlet 0-9 Sub•;- e 3 B3/SO:Instal 18'A2000 Storm Line from 0-7 to Dd 21-Jan-16 22-Jan-10 0% 2 20 1 83/5C%Instal 8'A2000 Stem Cirri •m C • 83/50;Instal Storm inlet D-8(Sub-Phase 3A) 23-Jan-16 23-Jan-16 0% 1 20 83/SO:Install Storm Inlet D-(Sub•P . e 83/SD;Instal 42"RCP Storm Lite hom D-9 to 0-1( 25-Jan-16 27-Jan-16 0% 3 20 831 SD:Ins 42"RCP •m line om 83/SD;Instal Storm Manhole 0-10(Sub-Phase 3A) 28-Jan-16 29-Jan-16 0% 2 20 80/S0:In-tal Storm M- holel0-0(S - 83/SD;Instal 42-RCP Storm Line from 0-10 to D-1 30-Jan-16 03-Feb-16 0% 4 20 83/S•Instal 42"R.P Storm Line 83/SD:Instal Storm Inlet D-11(Sub-Phase 3A) 04-Feb-18 06-Feb-16 0% 3 20 831'O;Instal Stor Intel•11(1 83/SO;Instal 42"RCP Storm Line from D-11 to D-1 08-Feb-16 09-Feb-18 0% 2 20 D.Instal4•RCP St.m L 83/SD;Instal Storm Inlet D-12(Sub-Phase 3A) 10-Feb-16 11-Feb-18 0% 2 20 -- ,3_/SO:Instal-orrn)n 0-1 83/SO;Instal 18"A2000 Storm Line from D-11 to D 12-Feb-16 17-Feb-16 0% 4 20 83/S0;Ins t 18' •r r B3/SO;Instal Storm Inlet D-12C(Sub-Phase 3A) 18-Feb-16 18-Feb-16 0% 1 20 Pi.83/SO;I- •I Sir Inlet ■ Remaining Level of Effort MOM Actual Work NEM Critical Remaining Work 11 .../Sunrnary Page 18 of 21 eel Actual Level of Effort IN= Remaining Work• •Milestone ( WBS Summary Activity 719 f Lower North Bay Road infrastructure Improvement Program 8B Classic WOS Layout w/WBS Summary Duration G710E7E2I0La®tIEDI CuilLL1130 ':f 1 83/SD;Instal 18"A2000 Storm Line from D-12C to 19-Feb.16 20-Feb-16 0% 2 20 BLSD:t•tat ter .t '.! 83/SO;Instal Storm Inlet D-128(Sub-Phase 3A) 22-Feb-16 22-Feb-16 0% 1 20 B3/SD:nstall St.rm It j 83/SD:Instal 42"RCP Storm Line from 0-12 to D-' 23-Feb-16 24-Feb-16 0•/. 2 20 B3/S•Instal •-RC • 63/SD:Instal Storm Manhole D-13(Sub-Phase 3A) 25-Feb-16 26-Feb-16 0% 2 20 Pus.;Instal-torn ' 1 B3/SD;Instal 42"RCP Storm Line from D-13 to D-' 27-Feb-16 29-Fab-16 0% 2 20 83 SD:Ihst.142' V... B3/SD;Instal Storm Manhole D-14(Sub-Phase 3A) 01-Mar-16 03-Mar-16 0% 3 20 ;3/SD;In tall Ii I B3/SD:Instal 42"RCP Storm Line from 0.14 to D-' 04-Mar-16 07-Mar-16 0% 3 20 63/$O;rota B3/SO;Instal Storm Manhole 13-15(Sub-Phase 3A) 06-Mar-16 09-Mar-16 0% 2 20 ~ 6375•Inst r x B3/S0;Instal 18-A2000 Storm Line from D-14 to D 10-Mar-16 10-Mar-16 0% 1 20 ea 83/ .;Ins ' B3/SD:Instal Storm Inlet D-14A(Sub-Phase 3A) 11-Mar-16 11-Mar-16 0% 1 20 lel 53/5 r;In: t 83/SO;Instal 18-A2000 Storm Larne from D-14 to D 12-Mar-16 12-Mar-16 0% 1 20 83/D;Ir 83/SO;Instal Storm Inlet D-148(Sub-Phase 3A) 14-Mar-16 14-Mar-16 0% 1 20 ;B SD; 83/50;Instal 42"RCP Storm Line horn D-15 to D-' 15-Mar-16 17-Mar-16 0% 3 20 :3/SC B3/SO;Instal Storm Inlet D-16(Sub-Phase 3E) 18-Mar-16 21-Mar-16 0% 3 20 83i -4 B3/SD;Instal 18"A20430 Storm Lne from D-16 to D 22-Mar-16 22-Mar-16 0% 1 20 er 83 63/S0;Instal Storm Inlet D-17(Sub-Phase 3E) 23-Mar-16 23-Mar-16 0% 1 20 Nsl 8 '* B3/SD;Insta142"RCP Storm Lin*from 0-16 to 0-' 24-Mar-18 25-Mar-16 0% 2 20 PL I P ftk1Mg4t4P1 16.1$t!`u1Ki%is 1IMd 2E.lio-;S" 1 tliiiit.:- 0`■ . 7t iL 53/S0;instal Storm Manhole D-18(Sub-Phase 38) 26-Jan-16 27-Jan-16 0% 2 11 83ISO:Ins al Storm Ma ole D-1.(Sul B3/SD;Instal 42°RCP Storm Line from D-18 to O-1 28-Jan-16 01-Feb-16 0% 4 11 83/SO;Instal 42-RC•Storm ne h 63/SO;Instal Storm Manhole 0-19(Sub-Phase 3B) 02-Feb-16 03-Feb-16 0% 2 11 (MSC Instal Storm anttob•19 63/SD;Instal 42-RCP Storm Line horn D-19 to D-: 04-Feb-16 06-Feb-18 0% 3 11 83/5 D;Instal 42"-CP$t. Lir ■' " 63/SD;Instal Storm Inlet D-20(Sub-Phase 3B) 08-Feb-16 09-Feb-16 0% 2 11 83/SD:Instal Slim Inlet r 20 { i 83150:Instal 18-A2000 Storm Line from D-20 to D 10-Feb-16 10-Feb-16 0% 1 11 B3/SO;Instal 1'A2t00-torn 63/SO;Instal Storm Inlet 13-21(Sub-Phase 38) 11-Feb-16 11-Feb-16 0% 1 11 E 3/SO;Instal orm 1 0-2 1. 63/SO;Instal 36-A2000 Storm Line from 0-20 to 0 12-Feb-16 17-Feb-16 0% 4 11 63/SO;Ins-136' .... 63/50;Instal Storm Inlet 0-22(Sub-Phase 38) 18-Feb-16 18-Feb-16 0% 1 11 83/SD;I --I Sion Inlet 83/50;Instal 18-A2000 Storm Line from 0-22 to D 19-Feb-16 19-Feb-16 0% 1 11 63/SD;I tat ta"-'00C 83/SO;Instal Storm Inlet 0-22A(Sub-Phase 38) 20-Feb-16 20-Feb-16 0% 1 11 63/50:I-fe1 it. Ili ';1 133/SD;Instal 36-A2000 Storm Line from 0-22 to D 22-Feb-16 23-Feb-16 0% 2 11 83/50 Instal .A2( B3/SO;Instal Storm Inlet D-23(Sub-Phase 38) 24-Feb-16 25-Feb-16 0% 2 11 63 r:Instal tom B3/SO;Instal 1r A2000 Storm Line from D-23 to D 26-Feb-16 28-Feb-18 0% 1 11 63/5.;Instal 8'A 63/SO;Instal Storm Inlet 0-24(Sub-Phase 38) 27-Feb.16 27-Feb-16 0% 1 11 '831--•;Instal Stun f 83/SO;Instal 36.A2000 Storm Line from 0-23 to D 29-Feb-16 07-Mar-16 0% 7 11 83/50;rota 63/SO;Instal Storm Inlet D-25(Sub-Phase 38) 08-Mar-18 10-Mar-16 0% 3 11 8 r:Ins 63/SD;Instal 24-A2000 Storm Line from 0-25 to D 11-Mar-18 11-Mar-16 0% 1 11 M 83/S..Ire 83/50;Instal Storm Inlet D-28(Sub-Phase 38) 12-Mar-16 12-Mar-16 0% 1 11 B .0:1r B3/SD;Instal 36-A2000 Storm Line from D-25 to D 14-Mar-16 21-Mar-16 0% 7 11 83 83/SO;Instal Storm Inlet 0-27(Sub•Phese 38) 22-.tar-16 23-Mar-16 0% 2 11 A 6: 83/SD;Instal 24-A2000 Storm Line from 0-27 to D 24-Mar-16 24-Mar-16 0% 1 11 e6 8 4 83/SD;Instal Storm Inlet 0-28(Sub-Phase 38) 25-Mar-16 25-Mar-16 0% 1 11 to I B3/SD;Instal 36"A2000 Storm Line from D-27 to E. 26-Mar-16 26-Mar-16 0% 1 11 gt B3/SD;Instal Storm Inlet 6-5(Sub-Phase 38) 26-Mar-18 28-tar-18 0% 2 20 r 83/30;Instal Storm Inlet E-1(Sub-Phase 38) 26-Mar-16 29-Mar-16 0% 2 11 83/SD;Instal 36"A2000 Storm Line horn 5.1 to 5-2 30-Mar-16 30-Mar-16 0% 1 11 G 83/SD;Instal 36-A2000 Storm Line from E-5 to E-E 29-Mar-18 31-Mar-16 0% 3 20 . `;.jt B3/SD;Instal Storm Manhole E-2(Sub-Phase 38) 31-Mar-16 01-Apr-18 0% 2 11 - Remaining Lever of Effort MIMI Actual Work IIIINNI Critical Remaining Work 6 .,Summary Page 19 of 21 •• Actual Level of Effort MIMI Remaining Work• •Milestone D WBS Summary Activity 720 Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration M1'' �,.`�....:.�11f�"...„ire...- j 83150;Instal Storm Inlet 8-6(Sub-Phase 38) 01-Apr-16 02-Apr-16 0% 2 20 1 i 63/SD;Instal 18-A2000 Storm Line from E-6 to E-3 04-Apr-16 05-Apr-16 0% 2 20 B3/SD:Instal Storm Inlet E-7(Sub-Phase 38) 08-Apr-16 07-Apr-16 0% 2 20 83/SO;Instal 36"A2000 Storm Line from E-2 to E-, 02-Apr-16 08-Apr-16 0% 6 11 83/SD;Instal Storm Manhole E-3(Sub-Phase 38) 09-Apr-16 11-Apr-16 0% 2 11 N 83/S13;Instal 36'A2000 Storm Line from E-3 to E-4 12-Apr-16 13-Apr-16 0% 2 11 f L. 83/SD;Instal Storm Inlet E-4(Sub-Phase 38) 14-Apr-16 15-Apr-16 0% 2 11 B3/SD;Instal 3•'A2000 Storm Line from E-4 to E-0 16-Apr-15 18-Apr-16 0% 2 11 Seawall Outfall Modification =Ell 09-Apr-16 0% 13 47 P E __ 133/SW;Instal W.29th Street Outfal Manatee Grate Phat 26-Mar-16 28-Mar-16 0% 2 56 83/SW:InstalAton Road OutfalManatee Grate Phase E 08-Apr-16 09-Apr-16 0% 2 47 )i Earthwork EEMEEMISEEM��®®, , • > OemuckingforUtilities 4�lit>bki 20 e� 83/DMW;Demucking for Water Lines Phase 83 29-May-15A 13-Jul-15A 100% 38 B3/DMW;Demucking for Storm Lines Phase 63 22-Jan-16 07-Apr-16 0% 65 20 Eatavalion111111111221 • L- 1 B3/EX;Strip Topsoil Phase B3 16-Dec-15 19-Dec-15 OX 2 107 --( B3/EX;Strip Topsoil Phase 83 133/EX;Excavate Road Bed Phase B-3A 26-Mar-16 04-Apr-16 0% 8 30 -.Q t 83/EX,Excavate Road Bed Phase 8-38 19-Apr-16 25 Apr-16 0% 6 11 �`' Subgrade&Base OS Apr-16 09-May-16 0% 30 —. I� Stabilized Subgrade E=Irene=i 0% 24 • 83/SG;12-Stabilized Subgrade Phase 8-3A -—05-Apr-16 11-Apr-16 0% 6 30 133/SG;12-Stabilized Subgrade Phase B-3B 26-Apr-16 02-May-16 0% 6 11 Limerock Base r 133/LB:6'Limerock Base Phase B-3A 12-Apr-16 15-Apr-16 0% 4 35 . • 83/LB:8'Limerock Base Phase 8-38 03-May-16 09-May-16 0% 6 11 Curbs.Walks&Dnveways 08-Apr-16 21-May-16 0%, 38 M : Concrete Curbs 12-Apr-18 07-May-16 gmaggio • B3/CC:24-Valley Gutter Curb Phase 13-3A 12-Apr-16 15-Apr-16 0% 4 30 B3/CC;24-Valey Gutter Curb Phase 8-38 03-May-18 07-May-16 0% 5 11 Concrete Walks,Aprons&Flumes 63/CW;Sidewak Repairs Phase B-3A 16-Apr-16 21-Apr-16 0% 5 30 83/CW:Aprons 8 Flumes Phase B-3A 22-Apr-16 25-Apr-16 0% 3 34 B3/CW;Sidewak Repairs Phase 8-33 09-May-16 13-May-16 0% 5 11 B3/CW;Aprons&Flumes Phase B-3B 14-May-16 17-May-16 0% 3 15 _. .... .-. .__ Concrete&Brick Paver Driveways OS•Apr•16 r 83/0W;6-S a - Stamped Concrete Driveways Phase B-3A 05-Apr-18 13-Apr-16 0% 5 44 83/DW;6-Brick Paver Driveways Phase B-3A 22-Apr-18 29-Apr-16 0% 7 30 83/DW:6-Stamped Concrete Driveways Phase B-38 14-May-16 19-May-18 0% 5 13 B3/DW:6-Wick Paver Driveways Phase 8-38 14-May-16 21-May-18 0% 7 II Asphaltic Concrete Pavement&Pavement Milling 16-Apr-16 13-May-16 I 0`.e 1 24 18 I Asphaltic Concrete Pavement 16-Apr-16 13-May-16 0%1 24 14 83/ACP;1-1R Type S 1 Aaphat Pavement Phase 63A 16-Apr-16 19-Apr-16 0% 3 35 i B3/ACP:1-1/2-Type S-1 Asphalt Pavement Phase B-3 10-May-16 13-May-16 0% 4 11 Milling Asphatic Concrete Pavement tt B3MIW:MilIng Asphat Pavement Phase B3 20-Apr-16 21-Apr-16 0% 2 37 Landscaping I23-1M1ay-16 03-Jun-16 0%i 10 11 B3/Ldl;Fetal Dressing&Soddng Phase 83 23-May-18 03-Jun-16 0% 10 11 Remaining Levet of Effort IIIMM Actual Work MIM Critical Remaining Work,t/Summary Page 20 of 21 1 i■eiwirer Actual Level of Effort Mall Remaining Work• •Mtestone O WBS SummaryAcbvity 721 Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration 1 Phase H Final Paving&Contract Close-out 08-Feb-16 11-Jul-15 0% 130 0 N 82/ACP;V Type S-III Asphalt Pavement Driveways Phase E 08-Feb-15 10-Feb-16 0% 1 87 t APP.1"Type S-III Asphalt B2/ACP:1•Type Sail Asphak Pavement Driveways Phase E 20-Feb-18 23-Feb-16 0% 3 77 `►Q B2/ACP:r Type S-li B1/ACP;1"Type S-III Asphalt Pavement Driveways Phase E 12-Apr-16 20-Apr-16 0% 8 20 • B3/ACP;1"Type S-III Asphalt Pavement Driveways Phase E 20-Apr-16 23-Apr-16 0% 4 35 • B3/ACP;1'Type S-Ill Asphalt Pavement Driveways Phase E 14-May-16 21-May-16 0% 7 11 F 81/ACP;1"Type S-III Asphalt Pavement Driveways Phase E 14-May-16 23-May-16 0% 8 0 . C1/ACP;Asphak Speed Humps Phase C-1 06-Jun-16 08-Jun-16 0% 3 27 • ;-. Substantial Completion Phase C-1 Start Milestone 11-Jun-16 0% 0 10 • C1/ACP;1"Type S-Ill Asphalt Pavement Phase C-1 06-Jun-18 11-Jun-16 0% 6 0 C1/ACP;Stamped Asphalt Pavement Phase C-1 13-Jun-18 15-Jun-16 0% 1 6 • C1/PM;Aspha6 Cure Time for Thermoplastic Pavement Mar 09-Jun-16 23-Jun-18 0% 15 0 IC1/PM;Temporary/Permanent Pavement Marking Phase C- 13-Jun-16 23-Jun-16 0% 10 0 C1/PL;Generate Punch List Items Phase C-1 13-Jun-16 23-Jun-16 0% 10 0 Cu/TS;Installion Traffic Signs and Street Signs Phase C-1 16-Jun-18 02-Jul-16 0% 15 e •• t C1/PM;Permanent Pavement Marking Thermoplastic Phasr 24-Jun-16 11-Jul-18 0% 14 a • . . • Cl/PL;Punch List Phase C-1 13-Jun-15 11-Jul-16 0% 24 0 Final Completion Milestone 11-Jul-16" 0% 0 0 C1/PL;Complete Punch List Items S Final Submittals Phase 24-Jun-16 11-Jul-16 0% 14 0 • • ■i■i Remaining Level of Effort MINE Actual Work =MI Critical Remaining Work ••• •••Summary Page 21 of 21 eeie■ Actual Level of Effort MINI Remanng Work• ♦Milestone WBS Summary Activity • 722 tit Ii!! ¢ 1' g Il'z.n Qo : o J<z Z Fr F p 2,„t• -• t c 2[gIss�eQl 4 .a t9W :n <� ! W O 11:111 tolPgS 2t'ig Ys I-maJ r IQ I� I -, s. YZ` 3I �. Z �e N v iZ __ `02� ; g O 5< I. <-1 n it r 0�=i�= �� s� W J,f. aL F W ai: o nits .Q �r � � a3 2;:i ti �� V �Z eo Z !,=. N g oC 0t 3' S f� WW o= {J Of rJIflL• i�, t. I !o W I I— i 4 . O-e.g..` u z 1 ''*•�{ :',. a ,:,•,.., i. , .. •7"- s .-• fi q n a �t� a 1,_Swat- i •'•. � - - --1 • -•1' -Ai 7. .11 e/a .f..'.- ''''...ts.`- N •., i i. Lre-'•A:7 ,.,'''r•- ::.*OA ii.., i i..:\:),. 1 '-- I'--- -_, lilt .....,* :,... ..t.:1-,:, i' '...-..,,..--:..._ ‘,..„.,...... ..,- -,-,'.?:;-:,-,- -,„ - --,1,: '-_---A‘,. \ -- ,, 4-. - :6t.- .., 1— L• ,La a L,? " r iitJ '' t ieL` • 9...`1 - Q•ft. If . . ,:‘,.. ::-,-....-.-5 s.11.-1., 'v .11 , ';„•.fa. _ -": ----t. •- - i. ,. • 4 r.,•4;‘-,_ • ' -.! .-• 't ••rs- --('--&-,,, .,., t..-• , ...,4 4 • .. _ • En•Z• •-= ‘,..• 1 T.� r' �"�� 3 ,. 1 , f71'vK1i'�i• t�� 1 t S CJ r. �i �. ,i .�. L ❑• LI . -- .....,Ailft4,'-'''-'1-.-,■,'"-- C. -".:IV. ' - '. ' • • • • I- - - . ., 4 .....* „.. . • < r° •.. yJ r o s .y _ . t Z`�;, , � . i , - -, • 2 • iiIF -�.._ �i sue_ty Asia e5. e.� i _ .; • 'may >T - ��•....r •.; -..- � � i11 '` .. i o_, ilk -___-___- —`,-4.�y,J- Y F!r�'ji:• L 723 • PremiumTime Cost for Crews • Original Budget Man-Hours 78,636.33 Revised Budget Man-Hours 91,245.78 Delta Man-Hours 12,609.45 Average Man-Hour Cost $ 26.18 Markup on Labor 15% $ 3.93 $ 30.11 Total Labor Premium CFE $ 379,632.71 Premium Subcontract Pump Station : = =• L&E to Intall Pump Station Budget $ 296,218.00 Total Subcontractor Premium $ 59,243.60 Drilling Additional Depth for Greater Well Capacity, :.•• " :: - : • Subcontractor 10 Each $ 11,000.00 $ 110,000.00 Markup Sub 7.5% $ 8,250.00 $ 118,250.00 Contamination Allowance Summa Haul contaminated fill 3,000 cy 5,400 ton $ 27.97 $ 151,048.80 270 loads $ 156.00 $ 42,120.00 Load Contaminated Fill 270 loads $ 65.00 $ 17,550.00 subtotal $ 210,718.80 Dewatering Fees * 45,000,000 Gal $ 0.01 $ 450,000 Engineering/Permitting 1 LS $ 189,942.25 $ 189,942.25 Subcontract $ 850.661.05 Markup 15% $ 127,599.16 Total Allowance $ 978,260.21 * Based on sewer disposal fee of$0.01 per gal and an estimated 375,000 gal per day for 120- days of discharge into the City's sanitary sewer system 724 rz IIAL Waste Management t ,� Medley Landfill! WASTE MANAGEMENT 9350 NW 891 Avenue Medley.Florida 331 78 December 3`d, 2015 Mr. George Brewster Central Florida Equipment RE: Lower North Bay Road-Phase B-1A Contamination Dear Mr. Brewster: Waste Management is pleased to provide this proposal for the disposal of the below referenced material. Based on the information provided, the following summarizes our quotation. Waste Location: Bay Road from Michigan Avenue to 20`h Street,Miami Beach,FL Disposal Facility: Medley Landfill Disposal Method: Direct landfill- Sub-Title D Waste Description: Approximately 3,000 Cubic Yards of Non-Hazardous Contaminated Soil Disposal Price: $27.00 per ton disposal* 3 ton minimum disposal fee Transportation Price: Dump Trucks/Trailers (Hauling through WM only) $6.50 per ton* (22 ton minimum per load) $75.00 per hour demurrage after 1' hour *plus Regulatory Cost Recovery Charge- currently 3.6% (varies weekly) and Environmental Fee -$16.00 per Load($20.00 per load after 1/1/2015) Waste Approval Fees: $50 per profile initial approval Pre-printed Manifests: $1.00 per manifest Page 1 of 3 725 Terms and Conditions All pricing is contingent upon the review and approval of the Generator's Waste Material Profile Sheet. The Waste Profile and all supporting documents must be completed and signed by an authorized signatory of the Generator and approved by a Waste Management approvals Chemist. Please see attachment for a schedule of fees that may be applicable to your shipment. All transportation must be scheduled and/or changed at least 24 hrs in advance. Should you need to cancel loads without proper notification,you may be charged with a 22 ton minimum for each load. All profiles must be approved by a WM Approval Chemist and all confirmation letters must be signed by the customer and returned to WM prior to any loads being shipped into the landfill. Should the waste arrive at the landfill prior to approval or confirmation signature, the waste will be shipped back to the generator at the generators expense. Waste Management reserves to the right to refuse any load or discontinue any waste stream should such waste pose-a threat to human health or safety,prove to be operationally challenging, or is in violation of any WM permit. This proposal is good for sixty (60) days. If not accepted in the allotted time,all pricing will expire. Upon acceptance of the proposal,please contact me at your earliest convenience for the paperwork required to begin the approval process. Thank you for the opportunity to provide you with this proposal. If you have any q uestions, please feel free to contact me a p at (305) 793-2558. Sincerely, George Cubas George Cubas Waste Management Industrial Account Manager Page 2 of 3 726 11110. WL WASTE MANAGEMENT ATTACHMENT FACILITY SURCHARGES: (If Applicable) Waste Approval Fee— $50.00 per profile Waste Approval Recertification Fee (after expiration) — $25.00 per profile Expedited "At-Gate" approvals - $250 per profile Pre-Printed Manifests - $1.00 per manifest Credit Approval Fee - $25 Spill Clean-Up - $500 per load (non WM trucks) Unloading Fee (after 1 hour) - $75 per hour with $150 per load minimum Certification of Burial/Destruction - $200 Wash-Out - $200 per load Dig-Out (material that can not be off-loaded) - $150 Special Handling/Burial- $175 Extra Manifest/Weight Ticket Copies - $50 per event Record Management (Extra Copies) - $50 per event 3 Ton Minimum Disposal Fee Project Consulting- $100 Pull-Offs- $100 Overweight Loads - $100 Waste Ban Items (Specify) - $50 Overpacked Drums - $50 per drum Witness Destruction - $50 Tipper Use- $50.00 Regulatory Cost Recovery Charge — 3.6% Environmental Fee— $16.00 per load Fuel Surcharge — will vary weekly based on fuel prices Bulk Minimum — 22 tons Page 3 of 3 727 FLORjOACf! 1L Estimate Date Estimate# FLORIDA CIVIL, INC. } 12J412015 E497 2637 EAST ATLANTIC BLVD. Phone# 954-661-4444 SUITE 163 POMPANO BEACH, FL 33062-4939 Name/Address Ship To Central Florida Equipment City of Miami Bch-Neighborhood 8 9030 NW 97 Terr Lower North Bay Rd Medley, FL 33178 Miami Beach,FL Description Qty Rate Total RE:COST ESTIMATE FOR DEWATERING TREATMENT SYSTEM Lower North Bay Road ENGINEERING SERVICES: Prepare and submit permit letter modification to dewatering permit approval 1 3,400.00 3,400.00 from SFWMD and DERM Pollution Remediation Section(PRS).Attend meetings at hourly rates. Design of dewatering effluent treatment system. Certify and submit to DERM 1 2,500.00 2,500.00 PRS for approval. Treatment criteria is usually based on most recent assessment data which is unavailable.Additional assessment,sampling and testing is neither included nor proposed. Provide summary report of treatment and dewatering activity.Budget number 1 3,200.00 3,200.00 for writing test result letters and correspondence. Estimate 15 letter reports. SAMPLING SERVICES: Sampling event. Retrieve dewatering influent and effluent samples in 15 200.00 3,000.00 accordance with testing regimen approved by DERM PRS. Deliver to laboratory. Estimated quantity. LABORATORY TESTING SERVICES: Analytical Testing. Budget number to be billed at Cost plus 15%.Actual 1 12,063.00 12,063.00 quantities are subject to PRS approval of proposed monitoring plan. Total Thank you for the opportunity to'provide this proposal.If you have any questions please call me at any time. -Matt 954.661.4444 Page 1 p 728 FtORIDACiVIt Estimate Date Estimate# FLORIDA CIVIL, INC. 1214/2015 E497 2637 EAST ATLANTIC BLVD. Phone# 954-661-4444 SUITE 163 POMPANO BEACH, FL 33062-4939 Name/Address Ship To Central Florida Equipment City of Miami Bch-Neighborhood 8 9030 NW 97 Ten- Lower North Bay Rd Medley,FL 33178 Miami Beach,FL Description Qty Rate Total CONTAMINANT TREATMENT SYSTEM. Florida Civil proposes to provide the following equipment;Contractor is to provide dewatering pumps,hoses,stone,and miscellaneous accessories. Mobilization. Includes initial supply of 16,000 lb carbon.Heavy equipment not 1 23,000.00 23,000.00T included for offloading,loading and/or moving equipment. 400 gpm contaminant treatment system,per month: 2 30,000.00 60,000.001 (1)4"diesel driven transfer pump,sound attenuated (1)6"flowmeter (1)400 gpm air stripper (2)Bag filtration vessels (4)4,000 lb GAC Carbon adsorption vessels Miscellaneous hoses,valves and fittings as required for treatment system NOTE: TREATMENT FOR AMMONIA NOT INCLUDED. SIZING OF SYSTEM IS AN ESTIMATE BASED ON UNKNOWN INFLUENT LEVELS. ADDITIONAL CARBON OR AIR STRIPPING MAY BE REQUIRED IF HIGH INFLUENT LEVELS ARE ENCOUNTERED. Demobilization.Includes non-hazardous carbon disposal 16,000lb. 1 12,000.00 12,000.001 ALLOWANCES/ALTERNATES. Total Thank you for the opportunity to provide this proposal.If you have any questions please call me at any time. -Matt 954.661.4444 Page 2 729 FLORIDACI'1;! Estimate Date Estimate# FLORIDA CIVIL, INC. 12/4/2015 E497 2637 EAST ATLANTIC BLVD. Phone# 954-661-4444 SUITE 163 POMPANO BEACH, FL 33062-4939 Name/Address Ship To Central Florida Equipment City of Miami Bch-Neighborhood 8 9030 NW 97 Terr Lower North Bay Rd Medley, FL 33178 Miami Beach,FL Description Qty Rate Total Monitoring of system.Includes logging system parameters every 30 minutes. 60 520.00 31,200.00 $65 per hour for technician.Per 8 hour shift. Fuel at cost plus 15%. For diesel transfer pump and generator: estimate 60 5,400 3.00 16,200.001 days at 90 gallons/day @$3/gallon Generator, to run an electric powered air stripper to minimize sound. Per 2 6,500.00 13,000.00T month. Additional filter bags,each beyond 100. 100 bags supplied with skid unit. 350 4.50 1,575.00T Carbon removal and replenishment(IF REQUIRED due to elevated 0 0.00 0.00T contaminant levels) provided at cost plus 15%. ADDITIONAL SERVICES: Additional Services beyond the above listed items, if requested. 0.00 0.00 Rate Schedule: Project Manager,PE/PG $175/hr Staff Engineer,PE, Level II $150/hr Staff Engineer,El $110 hr Engineering Inspector/Technician $ 95/hr Data Entry/Clerical Personnel/Courier $ 40/hr Subcontracted Specialty Services Including laboratory analyses. $Cost plus 15%,unless otherwise noted. Additional prints,copies,postage $Reimbursable at direct cost. No charge for in-stock meters,sample pumps,dosing pumps,computer hardware,software or vehicles.Travel time always billed one way. Sales Tax 7.00% 8,804.25 Total $189,942.25 Thank you for the opportunity to provide this proposal.If you have any questions please call me at any time. -Matt 954.661.4444 Page 3 730 RESOLUTION TO BE SUBMITTED 731