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2016-29274 Reso RESOLUTION NO. 2016-29274 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 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 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 /a day of 74iicear/, 2016. Philip Levin, :. ATTEST: / /14 APPROVED AS TO Raf, I E. Granado, Cit 'C erk FO& LANGUAGE,mututivi FOR RM &EXECUTION N\C ,• •.'7 �,� City Attorney Dote . -�:•- _ p INCORP ORATED (r) ..,„ T:\AGENDA\2016Wanuary\CIP\Lower North Bay Road\Lower North Bay Road.Amendment 2.Resolution.doc 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 loard Recommendation: Financial/I'nformation: Sourcce(of Amount Account Fund4:! 1 194,530 423-2326 Water and Sewer Bond(Golf Breeze) / 1 2 16,557 425-2326 Water and Sewer Enterprise Fund 0 3 190,512 424-2326 Water and Sewer Bond /I i 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 J 8 400,000 Capital Reserve(Subject to Capital Budget Amendment) O 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 AA_ F'0l2 JLM A,, i T:\AGENDA\2016\January\CIP\Lower North Bay Road\Lower North Bay Road Amendment No 2.Summary.doc M AGENDA ITEM R 70 Io rth I DEA'1H 1 ^1k DATE 3 MIAMI BEACH V 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 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 City Commission Memorandum-RIGHT OF WAY INFRASTRUCTURE IMPROVEMENT PROJECT NO. 8B, LOWER NORTH BAY ROAD AMENDMENT NO 2 January 13, 2016 Page 3 of 4 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 19th 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. 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: Amendme t No. 2 to the CFER Agreement JM/ETC/Dr'■ T:\AGENDA\2016\January\CIP\Lower North Bay Road\Lower North Bay Road.Amendment 2.Memo.doc 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 9 9 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 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 • 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 Exhibit A Central Florida Equipment Rentals Inc. 117 EARTHWORK AND ENGINEERING CONTRACTORS 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,CEP 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$1.5M. 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 y`va,aaCy,♦ **f a a • °6, ,,re 9030 N.W. 97 Terrace • Medley, Florida 33178 • Telephone: (305) 888-3344 • Fax: (305) 887-7804 • LOWER'NORTH BAY ROAD ACCELERATION SUMMARY 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 Watermain Area Expedite the complete installation of Mainline,Testing Phase 2 and Services on Lower North Bay from W 21st St.to W. 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 Expedite the complete installation of Mainline, Inlets, Storm Drainage Area Manholes and Cross Drains on Lower North Bay from W Phase 2 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 / Li/i 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 1'4 „"•r � -59 � . v .. r :rAtenue- ' t J 4 , • , ,,41 .� 1 ±+4 1 / 'y' 17.94A A Sk , ' 4 '.4s!,., / ' .\ 14. 0.is,'S" 14 ••••■,,s■ff/ i s dq.4 '- 44,:.fr dp •• \ ) k ..*. ,�. r ' y. . .� s../„ i .Y" , , : gyp.•.:,:,L\ I 1 0 ..'.�♦ '*•'~`- ' ../' '. ,. ! .. �r} s it,«, ,,4._•a"""�.,,��__ ,,,�y`7 r . 297 Street e _=..a4 ✓\. .l •, • w / I A , •yr,,.it .. 4 •-t I. l' •,:. . ."fiv ' '4.;* i It " r4 4 r - *# ../ fl . 2 nth(.'tree a i t:' i k , i '' ..rte :y • .. 4....,• ,,V,m,.4. .�•. .••r, - • f•t -44i' _ �i r , , •4 • s ;, ♦J , 1 . , y' t • T, `' 'it �t ..-` . �' • S ~ i ,S T•'.-Js :maxim, N.-- 1 �.` 4412 t 1.2..4. •.2,. 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KY: ` F' _J NORTH BAY ROAD INFRASTRUCTURE IMPROVEMENT PROJECT PHASING PLAN FOR ACCELERATED PAVING SCHEDULE Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration Activity Name • tart 1. ouration".- Orkjirla o.'ace •‘r". antlary". ; ,rr: - "i i -Tarch 2. • Complete Duration .„F t.,,, . 3 20 27 03 10 17 24 31 07 14 21 28 06 13 20 Lower North Bay Road Infrastructure Impro 14-Jul-14 A 11-Jul-16 70.46% 606 Phase A-D.ei.a and Parrnittin, Lower North 14-J u1-14 A 07-Feb-16 -$9.53% 468l, /07-Feb-16,Phase A-Design ar CONSIDERATION FOR INDEMNIFICATION 14-Jul-14A ,14-Jul-14A 100%, 1 • ALLOWANCE PERMIT FEES 14-111-14A '20-Jul-15 A ■ 100% 75 ' — — PROJECT DESIGN DELIVERABLES 14-Jul-14A 22-Jul-15 A 100% 146 GENERAL CONDITIONS CONTRACTDESIGN&PERMITTW 14-Jul-14A 22-Jul-15A 100% 107 '.1 90%Plans Production&Prepar11606 14-Jul-14 A 12-Mar-15 A 100% 114 i NTP#1 Notice to Proceed Milestone .14-Jul-14A 100% 0 ...., . Distribute Previous 100%Construction Plans for Utillty Coor 14-Jt4-14A 114-Ju1-14A 1001ir 11 Prepare 90%Design Water Distribution System Plans 14-15-14A I 04-Aug-14A 100%1 31 .., Utilty Coordination Review(Authority Having Jurisdiction) 115-Jul-14A 11-Aug-14A 100%1 151 1, CIPP Sanitary Sewer lining Package '14-Jul-14A ,21-Aug-14A 100%I 15' Topographical Survey 14-Jul-14A 122-Aug-14A 100961 14 Drainage System Design Calculations 15-Jul-14A 124-Aug-14A 100%I 5 i Prepare 90%Design Drainage System Plans 06-Aug-14A I 25-Aug-14A 100%I 2 , Prepare 90%Design Storm Water Pump Station Plans 23-Jul-14A 125-Aug-14A 100%I 3 3 Prepare 90%Design Storm Water Pump Station Details&N 26-Jul-14A 125-Aug-14A 100%1 3 ' i Prepare 90%Design Roadway Plans 23-Jul-14A 25-Aug-14A 100%1 3 Prepare&Submit Drainage Report to City of Ham'Beach 20-Jut-14A 26-Aug-14A 100% 3 Geotechnical Investigation Plan 28-Aug-14A 128-Aug-14A 100% 1 DERM Drainage Parameters Meeting 05-Sep-14A 105-Sep-14A 100%I 0 Geotechnical Borings(Field Work) 09-Sep-14A 109-Sep-14 A 100%1 1 i------- Soils Material Tesling(Lab 1Nork) 10-Sep-14A 11-Sep-14A 100%1 3 ,.' Final Geotechnical Report 12-Sep-14A j16-Sap-14A 100%1 2 Prepare 90%Design Electrical Pump Station Plans Prepare 90%Design Project Manual&Specifications 26-Jul-14A I 22-Sep-14A 100% 2 25-Jul-14A 1 4. 23-Sep-14A 1 100%1 2 I I Prepare 90%Design Structural Seawal Plans 23-Jul-14A 123-Sep-14A 100% 3 1 Prepare 90%Plans&Specifications Submittal to City of Mar 10-Aug-14A 123-Sep-14A 100%1 1 1 Drainage Report Review by City of Miami Beach 26-Aug-14 A 103-Oct-14A 100%I 15 ' Prepare 90%General Notes,Existing Conditions&Demoltit 17-Jul-14A 118-Oct-14A 100%1 3 90%Plans&Specifications Review by CIty lAiami Beach 11-Aug-14A 120-Oct-14A 100%1 15 Prepare 90%Design Structural Pump Station Plans 23-Jul-14A 129-Oct-14A 100%1 3 1- 1-- Prepare Dewatering Plans 07-Aug-14A 126-Nov-14A 100%i 15. Udity Adjustment Sheet 20-Nov-14A I 09-Dec-14A 100%; 31 .... . Prepare Final Drainage Report to City of Miami Beach 01-Oct-14A 112-Mar-15A 100%] 1 • ... 100%Plans Production&Permitting 06-Aug-14A 1034W5A fil , , 27I . Florida Department of Heath(Water Main) 09-Sep-14A 110-Sep-14A 100%i 101 --Design/Builder Pul Sewer Lining Permit ,28-Aug-14A I 22-Sep-14A 100%I1-1— Prepare 100%Water Plans&Profiles 13-Aug-14A!24-Sep-14A 100%1---5'-- Design Issue Resokition Meeting 90%Plans with City of Mia-06-Aug-14A 103-Oct-14A 100%1 1 . South Florida Water Management District Water Use Permit 14-Oct-14A I 20-Oct-14A 100%1 i 10 Prepare 100%Landscape&Irrigation Pump Station Plans 03-Sep-14A 12041Iov-14A 100%1 2, '.. Submit 100%Plans Approved for Construction Production P 28-Aug-14A 102-Dec-14A 100%1 11 , Prepare 100%General Notes,Existing Conditions&Demoll 17-Oct-14A 110-Dec-14A 100% 10 100%Plans Review and Comments by City of Miarri Beach 29-Sep-14A 1 22-Dec-14A 100%1 15 Miami Dade County RER(DERM)Class V Permit(Deviated 15-Oct-14A I 02-Jan-15A I 100%' 10 ■ Remaining Level of Effort ■ Actual Work ■ Critical Remaining Work IliV Summary Page 1 of 21 ■ Actual Level of Effort MIME Remaining Work• •Milestone igT•amail WBS Summary Activity Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration Aotivily Name "Finish 1 Duration% Original Total ecember 2015 ' January 2016 February 2016 I March 2016 .-C °# •"'Rtu.ativn •96 1 1 3 1 20 1 27 1 03 1 10 J 17 1 24[31 1 07 114 121 128 106 113 1 20 1; I Prepare Maintenance of Traffic Plans ;12-Jan-15A I 100%' 101 Prepare 100%Design Drainage System Plans i23-Oct-14A 12-Jan-15A 100%i 10! Prepare 100%Pump Station Plans 118-Oct-14A 12-Jan-15A 100% 5; # Prepare 100%Pump Station Details&Notes Plans !17-Sep-14A-12-Jan-15A i 100%; 5 I Prepare 100%Structural Pump Station Plans 125-Oct-14A >12-Jan-15A j 100%,, 10i Prepare 100%Electrical Pump Station Plans ' 101-Oct-14A !12-Jan-15A 100%' 10! South Florida Water Management District Permit i 15-Sep-14A 14-Jan-15A 100%; 35! Design/Builder Pul Water Permit ;06Jan-15A 1 18-Jan-15A 100%1 5 Prepare 100%Paving&Grading Plans !23-Oct-14A i 29-Jan-15A 100% 10 I Miami Dade County RER(DERM)Permits 105-Sep-14A 111-Jun-15 A 100% 28 Miami Dade County y RER(DERM)Class II P.m*(Outfa4 01-Oct-14A '11-Jun-15 A ! 100%. 10 Prepare Final Specifications Package 21-Oct 14A�02JuI-15A l 100% 10 Design/Builder Pul ROW Paving&Drainage Permit 120-Jul-15A i 22-Jul-15A ! 100%! 5 I Florida Department of Environmental Protection Permit '03-Sep-14A"28-Aug-15A 100%' 28' South Florida Water Management District ERP 16Jun-15A 03-Sep-15A 100% 30 . - Submittals&Procurement 14-Jul-14A 07-Feb-16 89.02% 574 155 107-Feb-16,Submittals&Pro cur Dewatering System ,30-Sep-14A O5-Jan-15A 100%1 151 Dewatering System Permit Applcation Submittal 30-Sep-14A 128-Nov-14 A 100% 14 Dewatering System PermitApplcation Review 26-Nov-14A 31-Dec-14A 100%, 75! Temporary Dewatering System Procurement 02Jan-15A '05-Jan-15A 100% 4 Storm Drainage 124-Nov-14 A 130-Jun-15A 10C rm Sto Pipe&Accessories 124-Nov-14 A 28-J,-1-A ! 100`.. Geotextile Fabric for Muck Layer Submittal 24-Nov-14A!01-Dec-14A! 100% 7 GeotexIle Fabric for Muck Layer Review 01-Dec-14A!06-Jan-15 • 100%: 21; Geotextile Fabric for Muck Layer Procurement 07Jan-15A 107-Jan-15A 100%1 7 ' A2000 PVC Pipe&Accessories Submittal 121-Jan-15A 123Jan-15A 100%1 7; Reinforced Concrete Pipe&Accessories Submittal 121Jan-15A 123-Jan-15A , 100%1 7 A2000 PVC Pipe&Accessories Review 123-Jan-15A 127-Jan-15A 100%; 21 Reinforced Concrete Pipe&Accessores Review 123-Jan-15A ?27-Jan-15A 100%: 21• A2000 PVC Pipe&Accessories Procurement 128-Jan-15A 128-Jan-15A 100%; 7, Reinforced Concrete Pipe&Accessories Procurement 28-Jan-15A T28Jan-1SA 100%% 71 • Storm Manholes&Inlets '27-Apr-15A i 30-Jun-15A ; 1 Precast Storm Manholes Submittal 27-Apr-15 A 04-May-15A i 100%; 14 Precast Storm Inlets Submittal 127-Apr-15 A 1184-May-15A 100%1 14 Precast Storm Manholes Review 105-May-15A 127-May-15A 100%; 21 • Precast Storm Inlets Review i05-May-15A 127-May-15A 100%! 21 Precast Storm Manholes Procurement 127-Apr-15A '30-Jun-15A 100%' 0' Precast Storm Inlets Procurement 27-Apr-15A 30-Jun-15A 100% 14� Storm Water Pump Station 29-Apr-15 A 07-Feb-16 75.68% 255 107-Feb-16,Storm Water Pump Cofferdam I Shoring 07-Dec-15 25-Jan-16 0%1 50 25-Jan-16,Cofferdam/Shoring ; Sheet Piing Design&Calculations Submittal 07-Dec-IS ;20-Dec-15 0%, 14' 14 Sheet Ping Design&Calculations Submittal Sheet Piing Design&Calculations Review 21-Dec-15 a 10-Jan-18 0% 21 14 Sheet Piing Design 8 Calculations Review Sheet Piing&Accessories Procurement 111Jan-16 125-Jan-16 ' 0%' 15 14 _ Sheet Piing&Accessories Pr3curement Concrete Structures 107-Dec-15 07-Feb-16 ' 0% I 07-Feb-16,Concrete Structures Concrete Mbt Designs Submittal i 07-Dec-15 13-Dec-15 0%, 71 36 Concrete M&Designs Submittal Reinforcing Steel Submittal 07-Dec-15 113-Dec-15 0% 71 36 r_ Reinforcing Steel Submrta Concrete Accessories Submittal 07-Dec-15 !13-Dec-15 0% 71 36 �_ Concrete Accessories Submittal Sitecast Concrete Pump Sta Bon_Ufling System Submit[07-Dec-15 :20-Dec-15 0%1 141 42 . _ Sitecast Concrete Pump Station Lifting System Submitjal ■ Remitting Level of Effort II1M11 Actual Work Critical Remaining Work 1I Sunrtwry Page 2 of 21 ■ Actual Level of Efort Remaining Work• •Milestone MEM WBS SummaryActivtiy a Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/wBS Summary Duration l Activity Name ,,, Start Finish Duration% Original Totai)ecember 2015 January 2016 February 2016 March 2016 Co •=te ..Donation• Float Precast Concrete Flow Control Structure and Trash R 107-Dec-15 20-Dec-15 1 0%i 141 19 _ Precast Concrete F• Control Structure andTrash Rack Su• Precast Concrete Outfal Weir Structure Submittal 107-Dec-15 20-Dec-15 0� j %1 14 31 _ Precast Concrete Outfal Weir Structure Submittal Sitecast Concrete Pump Station Lifting System Revise 1 21-Dec-15 23-Dec-15 0% 3 42 lir_ Sitecast Concrete Pump Station Lifting System Revies Concrete Me Designs Review 714-Dec-15 03-Jan-16 0%: 21! 36 Concrete M¢Designs Review - ■� Reinforcing Steel Review 14-Dec-15 03-Jan-16 0% 21 36 __ Reinforcirg Steel Review Concrete Accessories Review I14-Dec-15 03-Jan-16 0%I 21 36 =— Concrete 4�essories Review Sitecast Concrete Station Wet Wet 24-Dec-15 04-Jan-16 0% 12 42 Sitecast C crete Pump Station Wet Wei Precast Concrete Fbw Control Structure and Trash R11-21-Dec-15 10-Jan-16 0% 21 19 Precast Concrete Flow Control Structure and - Precast Concrete Outfal Weir Structure Review 121-Dec-15 10-Jan-16 0% 21 31 _ Precast Concrete Outfal Weir Structure Revi- Concrete Mbt Procurement I04-Jan-16 10-Jan-16 0% 7i 36 OP 0. .Contelp Ma Procurement Reinforcirg Steal Procurement 104 Jan-16 10-Jan-16 0% 71 38 lb. Reinter ing Steel Procurement • Concrete Accessories Procurement I04Jan-16 10-Jan-16 0%i 7 36 Conte.Accessories Procurement Precast Concrete Flow Control Structure and Trash R 11-Jan-16 07-Feb-16 0%i 28 1 19 Precast Concrete Flow Con•of Precast Concrete Outfal Weir Structure Procurement 11-Jan-16 1 07-Feb-16 0%I 28 31 Precast Concrete Outfal W:'r i Pumps,Control Panel and Accessories i 29-Apr-15A 11=11111 84.85',I 2: 10-Jan 6,Pumps,Control Panel andAccesso ies 1 Submersble Pumps,Controls and Accessories Submi 29-Apr-15A 16-Jun-15A 100%! 28 : # • Pump Station Control Panel Submittal 29-Apr-15A 118-Jun-15A 1 100%1 28 Submersble Pumps,Controls and Accessories Review 17-Jun-15A 22.1un-15A 100% 21 Pump Station Control Panel Review 17-Jun-15A i 15A 100%1 21 Pump Station Electrical Panel Submittal 07-Dec-15 113-Dec-15 I 0% 7 59 Pump Station Electrical Pa-el Submittal Electrical Whig,Connectors and Accessories Submit 07-Dec-15 ;13-Dec-15 ; 0%; 7 38 _ Electrical Wiring,Connecto^s andAlecessorles Submittal e iS -- ' ; Submersible Pumps,Controls and Accessories Rocs 23-Jun-15A 20-Dec-15 87.5%1 112 80 Submersible Pumps,Controls BndAccAssories Procurement Pump Station Control Panel Procurement 23-Jun-15A i 20-Dec-15 87.5%I 112 80 Pump Station Conti of anal Prbcuremerit Station Electrical Panel Review 14-Dec-15 103-Jan-16 - 0%� 21 59 Pump Sta inc Electr'.=I Panel Review Pump P Electrical Wiring,Connectors and Accessories Review 14-Dec-15 i 03-Jan-16 0%: 21 36 _ Electrical Nfr ng,Co vectors BndAccessories Revi-w Pump Station Electrical Panel Procurement 04-Jan-16 •.10-Jan-16 0% 7 59 Pump Station E,ctrical Panel Procurement Electrical Wiring,Connectors and Accessories Procur 04-Jars-18 ;10-Jan-16 t 0%`: 7 36 Elect ica Wiring Connectors and Accessories•ro Flap Gates,Piping,Fittings&Accessories "3-May-15A 31-Aug-15A 1 100%: Flap Gates and Accessories Submittal 0S-May-15A 18-Jun-15A 100% 28 Ductile Iron Pipe and Fittings Submittal 05-May-15A i 18-Jun-15A 1 100%I 7 Flap Gates and Accessories Submittal Review 18-Jun-15A 123-Jun-15A 100%: 21 Ductile Iron Pipe and Fittings Review 18-Jun-15A 123-Jun-15A ; 100%; 21 Flfa pGates and Accessories Submittal Procurement 23-Jun-15A 31-Aug-15A. 100%1 58 Ductile Iron Pipe and Fittin gs Procurement 23-Jun-15A 131-Aug-15 A I 100%; 28 Seawall&Outfall Submittal • - -Fni;-to -_ 07-Fe$-16,Seawall Outfa Su Seawall Structure • 107-Feb-16 I ... 07-Feb-16,$eawal Structur Concrete Mk Designs Submittal 07-0ec-15 13-Dec-15 0% 7 109 Concrete Mix Designs Su• •;• Reinforcing Steel Submittal 07-Dec-15 13-Dec-15 0% 7 109 _ Reinforcing Steel Submi-ta Concrete Accessories Submittal 07-Dec-15 113-Dec-15 0% 7 109 _ Concrete Accessories t u •al pray Riprap Erosion Control.nu. ittal Ri Erosion Control Submittal 07-Dec-15 113-Dec-15 0% 7 109 — Sheet Piing Design&Calculations Submittal 07-Dee-15 20-Dec-15 — 0% —14. 61 Sheet Piing Design& alculati•ins Submittal Mk Designs Review .14-Dec-15 103-Jan-16 0%! 21 109 �� Concrete M' Design.RevieW Reinforcing Steel Review 114-Dec-15 03-Jan-16 0%: 21 109 _7' Reinforcirg•eel Re iew Concrete Accessories Review 114-Dec-15 03-Jan-16 0% 21€ 109 Concrete 4c essorie-Review? — �t .' Riprap Erosion Control Review 114-Dec-15 03-Jan-16 0% 211 109 _ Riprap Eros Contr.!Review — — - 1----- Sheet Piing Design&Calculations Review '21-Dec-15 10-Jan-16 0%1 211 81 � _ Shee - •Des.n&Calculations Review 1 •e Mk Pr; uremeht Concrete Mk Procurement {04-Jan-16 ;10-Jan-16 0%1 7 109 l� aaaaasra Remaining Level of Effort MIMI Actual Work 1■ Critical Remaining Work 1.11!Summary Page 3 of 21 art Actual Level of Effort MNIMII Remaining Work• •Milestone f..=:c.:,::,I WBS Summary Activity Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration 'ame as urati on%t •'a otat)ece .:r 2. ebruary 2016 °arch 2, - w` •Corr o ! ao .: .float 6: ,a.,.,.m R7 .:: Qmm, a Reinforcing Steel Procurement 04-Jan-18 •10-Jan-18 0% 7(. 109 - " .•s!!'.1 Procur6n sm; Concrete Accessories Procurement 04-Jan-16 10-Jan-16 0%' if 109 ma . - ..Accessories Prpcuremnent Riprap Erosion Control Procurement 04-Jan-16 10-Jan-16 0%', 7] 109 - -. esion ControlPiocurem.nt Sheet Piing Design&Calculations Procurement 11-Jan-16 07-Feb-16 0%1 281 81 Sheet Piing Design 8 CalcuAa6o • Manatee Grates 22-Sep-15A! 100 Aluminum Manatee Grate Submittal 20-May-15 A 18-Jun-15A! 100% 30 Aluminum Manatee Grate Review t 19-Jun-15 A 01-Jul-15 A 100%1 211 Aluminum Manatee Grate Procurement 02-Jul-15A 22-Sep-15A 100% 28T- i Water Distribution System =I= 100%1 5z ` Water Main Piping,Fittings&Polywrap 17-Oct-14 A 19-Jan-15 A 100%1 88 Ductie Iron Pipe Submittal 117-Oct-14A ;31-Oct-14A 100%i 7 -I — E — Ductile Iran Fittings&Accessories Submittal 47-Oct-14 Oct-14A31-Oct-14A 100%1 71 Ductile Iron Pipe Review i 001-Nov-14A 24-Nov-14A j 100%' 21 Ductile Iron Fittings&Accessories Review [01-Nov-14A 24-Nov-14A i 100%; 21 Ductile Iron Pipe Polywrap Submittal 1 124-Nov-14A 101-Dec-14 A 1 100%1 7 Mylar Water Main Marking Tape Submittal 24-Nov-14A 01-Dec-14 A 100%' 71 ■ t ' Ductile Iron Pipe PoywrapReview 02-Dec-14A 108-Jan-15A-1 100% 21 Mylar Water Main Marking Tape Review 02-Dec-14A 08Jan-15A 100%1 211 Ductile Iron Pipe Procurement 25-Nov-14A 119-Jan-15A 100%7 7 — . Mylsr Water Main Marking Tape Procurement 07-Jan-15A 119-Jan-15A 100%1 71 Ductile Iron Finings&Accessories Procurement 25-Nov-14A; 9-Jan-15A 100%r 7t-- Ductile Iron Pipe Polywrap Procurement 07-Jan-15A "19-Jan-15A 100%1 7 Water Main Tapping Sleeves,Valves&Fire Hydrants 17-Oct-14A 19-Jan-15A _ Tapping Sleeve&Tapping Value Subrniltal 117-Oct-14A 131-Oct-14A i 100%1 7 Gate Valve Submittal 117-Oct-14A 31-Oct-14A i 100%1 7 Fire Hydrant Submittal -17 Oct-14A i 31-Oct-14A 100%: 7 Valle Box&Riser Pipe Submittal 117-Oct-14A 131-Oct-14A 1 100%: 7 Tapping Sleeve&Tapping Value Review 101-Nov-14A 24-Nov-14 A--1 100%' 21 Gate Valve Review 01-Nov-14A 24-Nov-14A 1 100%' 21 Fie Hydrant Review 01-Nov-14A 24-Nov-14A 1 100%' 21 Vlelve Box&Riser Pipe Review 101-Nov-14A,24-Nov-14 A I 100% 21 i Gate Valve Procurement 25-Nov-14 A 19-Jan-15A J 100%1 — 7y Tapping Sleeve&Tapping Value Procurement 25-Nov-14A 19-Jan-15A 1 100%' 71 Fie Hydrant Procurement 25.Nov-14A 19-Jan-15A 100%1 7 Value Box&Riser Pipe Procurement ^25-Nov-14A 19-Jan-15A • 100%1 7 Water Services,Meters&Meter Boxes 117-Oct-14 A 19-Jan-15A 100' High Density Polyethylene Tubing Submittal '17-Oct-14A 31-Oct-14A 100% 7 Double Strap Saddles,Corp Stops and Curb Stops Su 17-Oct-14A 131-Oct-14A 100% 7 17-Oct-14A 31-Oct-14A 100% 7 j High Density Meters,Meter Poyethylene Tubng Review Subni 01-Nov-14A v 1 4 -- ;24-Nov-14 A 100% 211 Double Strap Saddles.Crap Stops and Curb Stops Re 01-Nov-14 A 24-Nov-14 A 100% 211 Water Meters,Meter Flanges and Meter Boxes Review 01-Nov-14 A 24-Nov-14A 100% 21 j Water Meters,Meter Flanges and Meter Boxes Procu :25-Nov-14A 19-Jan-15A 100%, 7' — - High Density Polyethylene Tubing Procurement 125-Nov-14A I 19-Jan-15A 100% 7 Double Strap Saddles,Corp Stops and Curb Stops Pn 25-Nov-14A 19-Jan-15A 100% 7' Water Main Air Release Valves 17-Oct-14 A 19-Jan-15A , 100%j 88 Corp Stops,Bal Valves and CamLocs Submittal 17-Oct-14A 31-Oct-14A 100% 7 , ' Valve Box&Riser Plpe Submittal 17-Oct-14A j 31-Oct-14A j 100% 7 - Remaining Level of Effort MN. Actual Work Critical Remaining Work 'Ili.Summary Page 4 of 21 - Actual Level of Effort ® Remaining Work• •Milestone W:::=::--`-I WBS Summary Activity Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration Activity Name Start Finish Duration% Original Total)ecember 2015 January 2016 February 2016 March 2016 r Co .-te _PurA.pon Plgai.!*- rrirri+..r !!l l�F r67:mrTrkl'+-. -- Corp Stops,Bal Valves and CamLocs Review 01-Nov-14 A 24-Nov-14 A 100%; 211 a#iF�` ` I. Valve Box&Riser Pipe Review 01-Nov-14A 24-Nov-14A 100%1 Brass Pipe and Brass Nipple Submittal 24-Nov-14A 01-Dec-14A 100%1 T ' Brass Pipe and Brass Nipple Review 02-Dec-14A 06-Jan-15A 100%: 21 Corp Stops,Bel Valves and CamLocs Procurement 25-Nov-14 A 19-Jan-15A 100%; 7' — -- — 19-Jan-15A 100%; ZO! ---i--Brass Pipe and Brass Nipple Procurement ;07-Jan-15A Valve Box&Riser Pipe Procurement 125-Nov-14A'19-Jan-15A 1 100%1 7' Sanitary Sewer System j 05-Aug-14A 19-Jan-15A 100 Sewer Main Piping,Fittings&Polywrap 124-Nov-14 A 19-Jan-15A I 100' ' Ductile Iron Pipe Submittal 24-Nov-14A 01-Dec-14A 100%' 71 "" Ductile Iron Fittings&Accessories Submittal 24-Nov-14A 01-Dec-14A 100%; 71 Ductile Iron Pipe Polywrap Submittal 24-Nov-14 A 01-Dec-14 A 100%1 71 .- Mylar Sewer Main Marking Tape Submittal 124-Nov-14 24-Noe-14A01-Dec-14A 100%: 7; Ductile Iron Pipe Review 1,02-Dec-14 A 08-Jan-15A j 100%; 21 j Ductile Iron Fittings&Accessories Review 02-Dec-14A I 06-Jan-15A 1, 100%: 21 Ductile Iron Pipe Polywrap Review 02-Dec-14A 106-Jan-15A; 100%; 21 I 1 Mylar Sewer Main Marking Tape Review 02-Dec-14A 106-Jan-15A 100%; 21 Ductile Iron Pipe Polywrap Procurement 07-Jan-1SA i 19-Jan-15A 1 100%': 7 Mylsr Sewer Main Marking Tape Procurement 07Jan-15A I 19-Jan-15A 100%I 7 Ductile Iron Pipe Procurement <07Jan-15A 119Jan-15A 100%; 13 — — _-L Ductile Iron Fittings&Accessories Procurement 107Jan-15A 19-Jan-15A 100%I 13 Sanitary Sewer Services Piping,Fittings ;24-Nov-14A 19-Jan-15A ' 100 PVC Pipe Submittal 24-Nov-14A 01-Dec-14A 100%1 7, PVC Fittings&Accessories Submittal 1-24-Nov-14A i 01-Dec-14A 100%; 7 Sanitary Sewer Cleanout Box&Cover Submittal 124-Nov-14A f 01-Dec-14 A; 100%j 71 _— PVC Pipe Review 02-Dec-14A 06-Jan-15A t 100%` 21 PVC Fittings&Accessories Review 02-Dec-14A 06Jan-15A} 100%1 I 21 — — Sanitary Sewer Cleanout Box&Cover Review 02-Dec-14A I 06-Jan-15A i 100%; 21 PVC Pipe Procurement 07Jan-15A 119-Jan-15A' 100• 7 PVC Fittings&Accessories Procurement I 07-Jan-15A I 19-Jan-15A 100%' 7 Sanitary Sewer Cleanout Box&Cover Procurement 07Jan-15A I 19-Jan-15A 100% 7 , Sanitary Sewer Main Lining CIPP 05-Aug-14 A j23_Sep-14A 1 100 Cast In Place Pipe System Submittal 05-Aug-14A 06-Aug-14A 100%; 7! Cast In Pace Pipe System Review I 0-Ai -I4 A i 11-Aug-14 A! 100%j 21 ' Cast In Place Pipe System Procurement 12-Aug-14A 23-Sep-14 A 100%! 7 Street Lighting Conduit and Wire Mt=10-Jan-16 i 35. 128 10-J 6,Streit Lightln4 Condukand Wore PVC Conduit Submittal 07-Dec-15 13-Dec-15 • 0%1 7 122 i PVC Conduit Submittal i ; Wire&Accessories Submittal 07-Dec-15 !13-Dec-15 0%i 7 128' Wire&Accessories Sandal' PVC Conduit Review 14-Dec-15 103-Jan-16 0%i 21 122 PVC Con.or;Review Wie&Accessories Review 14-Dec-1S '03-Jan-16 0% 21 L 128 Wire&A.e*sories Review PVC Conduk Procurement 04Jan-16 I 10-Jan-16 I 0%i 71 122 PVC midudt Procurement Wire&Accessories Procurement •04Jan-16 10Jan-16 i 0%1 7 128 Wire•Iccassoffes Procurement Roadway Concrete HE=10-Jan-16 10J-MI6,Roadway Concrete: 1- Concrete Mixes 07-Dec-15 10Jan-16 10J.n-S6,Concrete Mixes Concrete Ma Designs SubnilW 07-Dec-15 27-Dec-15 0%1 21 21 concrete Mix reigns Submittal Concrete Mbr Designs Review 128-Dec-15 '03Jan-16 0% 7 21 Concrete iL Desgn>Revievl Concrete Ma Procurement -104-Jan-16 10Jan-16 0% 7 21 Con•ete Mix Procurement Reinforcing Steel 107-Dec-15 10-Jan-16 0% 35 21 : 10J: -.6.Reinforcing Steel } - Remaining Level of Effort I■ Actual Work ■ Critical Remaining Work 11.. tl Summary Page 5 of 21 ■ Actual Level of Effort INIIIM Remaining Work• •Milestone fanny.<=>i WBS Summary Activity Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration Activity Name • Dura;. 'e • n:° T04^STJFZ72• Ot ; iYi i ,,,,.,.,• - -- _ . .-:.,::.._ Co 'r.r.:[e Ja 'Ora. ` 'mom, -- � tLi!®m0®m Reinforcing Steel Submittal 107-Dec-15 '27-Dec-15 0%I 211 21 m i !St el Submittal Reinforcing Steel Review -----7 28-Dec-15 03-Jan-16 0%! 71 21 nforci teel Re,iew �1 Reinforcing Steel Procurement 04-Jan-16 10-Jan-16 0%1 7 21 - Rein•r.Ing Stee Procurdmenty_-r-,,- -,---- Quarry Products -15A 25-Jan 1 C LimerockBaseAggregate '19-Jan-15A 25-Jan-15A 100%; • Limerock Base Aggregate Submittal 19-Jan-15A 23-Jan-15A 100% 7 Limerock Base Aggregate Procurement 22-Jan-15A 23-Jan-15A 100%' 71 Umerock BaseAggregate Review 23-Jan-15A 25-Jan-15A 100% 21 Clean Aggregate 19-Jan-15A 25-Jan-15A 100'5' #4 Balast Rock Submittal 19-Jan-15A 23-Jan-15A 100%! 7! 14 Balast Rock Procurement _ 0J 0% 7 j 3 157 Rock Procureament 19-Jan-15A man-15A i 100% 7i , 157 Rock 23-Jan-15 A 100% 5; 189 Pea Rock Submittal 19-Jan-15A 123-Jan-15A 100%; S 1 #89 Pea Rock Procurement 19-Jan-15A 123-Jan-15A 100% 51 14 8alast Rock Review 23-Jan-15A 125-Jan-15A ! 100%1 211 ' 157 Rock Review 23-Jan-15A 125-Jan-15 A j 100%1 21 189 Pea Rock Review 23-Jan-15A 25-Jan-15A ! 100% 4 Sand 19-Jan-15A 25-Jan-15A 100 Mason Sand Submittal 119-Jan-15A 23-Jan-15A ' 100%1 51 Mason Send Procurement 119Jan-1SA 123-Jan-15A 100%: 7 Sand Fl Submittal 119-Jan-15A 123-Jan-15A 100%; 5 Sand Fa Procurement 19-Jan-15A I:23-Jan-15A 100%1 5 ii Mason Sand Review I 23Jan-15A I 25-Jan-15A 100%; 4 •-. Sand Fil Review 23-Jan-15A 25-Jan-15A 100% 4' • Asphalt Paving EZEMIll 17-Jan-15 42 117 . 7 an-16.Asphalt paving . Asphalt Mixes 07-Dec-15 10-Jan-13 0./i1 35 124 10-J 6•Asph alt Mixes Type S-1 Asphalt Submittal ;07-Dec-15 ,13-Dec-1S ' 0% 7 122 Type S-1 As. Sub ..: Type S-Ill Asphalt Submittal 07-Dec-15 113-0ec-15 ! 0%i 7 124 _ Type S-1 Asp - Sub : 510 Asphalt Review 14-0ec-15 03-Jan-16 - p 21 122 S 1 hat Review Type S-1 Asphalt Review 14-Dec-15 103-Jan-16 0%; Typo _ 21 124 — .:S-III•-phak Renew . Tytpe S-1 Asphat Procurement 04-Jan-16 10Jan-16 0%1 7 122 Iwo Type- Asphal Procurement ' Type S-lll Asphak Procurement 04-Jan-16 110-Jan-16 0%' 7 124 Type- il Aspha t Procurement e and Tack Coats 07-Dec-15 110-Jan-16 0%i 351 122 10-J. 6 Prime and Ta$k Coats RC-70 Pkne Coat Submittal 07-Dec-15 13-Dec-15 0% 7; 122 RC-70 Pirtle••.t Sub .E RS-2 Pine Coat Submittal 07-Dec-15 I 13-Dec-15 0%1 7 122 _ RS-2 Pime Co: Sub 1 ' RC-70Pkne Coat Review 14-Dec-15 I03Jan-16 I 0%1 21 122 -,-70 Pi -GoatRe/law RS-2 Pkne Coat Review 14-Dec-15 03-Jan-16 0% 21 122 2 Pi :.oat Review -- RC-70 Pkme Coat Procurement 04-Jan-16 10-Jan-16 ! 0%1 7 122 MM. RC- =Coat Procur @nerd; RS-2 Pkne Coat Procurement 04-Jan-18 110-Jan-16 0%; 7 122 RS--•j Coet ocurernea -.__._...». Stam ped Asphalt 07-Dec-1P. an. an.16.btamped.Aspile Stamped Asphalt Submittal 07-Dec-15 I 13-0sc-15 0% 7 117 Sub Stamped Asphak Review 114-Dec-15 103-Jan-16 1 0% 21 117 - et Review Stamped Asphat Procurement 04-Jan-16 17-Jan-16 0%' 14 117 • •Asphalt Procurement Pavement Marking&Roadway Signs r •- C 421 117 • an:16,Pavement Marking&Roadway Sit Traffic Paint 07-Dec-15 10-Jan-16 0' 35 122 10-J 6,Traffi:Paint Traffic Marking Paint Submittal 107-Dec-15 :13-Dec-15 0%1 71 122 Tragic Majkin aint Su• al Tragic Marking Paint Review -- 14-Dec-15 I 03-Jan-16 0% 21 f _122 'ite M. ,g Paint Review ■ Remaining Level of Effort IMMO Actual Work MIMI Critical Remaining Work V .4 Summary Page 6 of 21 e> • Actual Level of Effort MI= Remaining Work• •Milestone MIMI WBS Summary Activity Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration Activity Name Start Finish `' Duration%1 -01Vina Totaflecember 2015 January 2016 February 2016 March L16 Complete) Duration Fbat cefrg 10 17 24 Frmirmr7 - Tralfic Marking Paint Procurement 04-Jan-16 10-Jan-16 0°4! 7! 122 11.11 ± Trath,Marking Paint Procurement • Thermoplastic GEDEZIIIIME313111i 0? 35 124 10-Jan-j6,Thermoplastic Traffic Marking Thermoplastic Submittal 07-Dec-15 13-Dec-15 0%, 7 124 Traffic Markin, hermoplaitic Submittal Traffic Marking Thermoplastic Review 14-Dec-15 03-Jan-16 0% 21; 124 :tic Marking Thermoplastic RevieW 1I Traffic Marking Thermoplastic Procurement 04-Jan-16 10-Jan-16 0% 71 124 Traffic lurking Thermoplastic Procurement Traffic Signs 151=0111 17-Jan-16 0 47- 117 r 7.4an-18,Traffic Signs Traffic Signs Submittal 07-Dec-15 13-Dec-15 0% 7' 117 Traffic Sighs- t t_ i Traffic Signs Review 14-Dec-15 03-Jan-16 0%, 21!f 117 Mc Signs jtetiew • ' Traffic Signs Procurement 04-Jan-16 17-Jan-16 0%1 14; 117 • 'rkllc Sign Procurement Landscaped Irrigation _-.c-15 17-:,, - 127 a 7-an-16,_andscape&Irrigation i Plant Material 1 07-Dec-15 17-Jan-16 119 t 7-jar-16,'lent Material Plant Material Submittal ,07-Dec-15 13-Dec-15 0%1 7 119 Plant Material• brntttal ; Plant Material Review t14-Dec-15 03-Jan-16 0%; 211 119 _ ••nt Material Review Plant Material Procurement 04-Jan-16 17-Jan-16 0%1 14 119 Plait Material Procuiement • Planting Soil,Fertilizer&Mulch 07-Dec-15 10-Jan-16 - C , 126 10-J n-f6,Flantng Soil.�erdlzer&Mu*h I ! Planting Sol Submittal 07-Dec-15 13-Dec-15 0%' 7 126 Planting Soil Fertiizer Submittal 07-Dec-15 113-Dec-15 0% 126 _ Fertilzer Su• ..I -'-. Planting Bed Mulch Submittal 07-Dec-15 ' 3-Dec-15 0%' 7' 126 _ Planting Bed h Submithl Planting Soil Review 14-0ec-15 103-Jan-18 0% 21 •126 � nting Sot Review — 1- Fertiizer Review 14-Dec-15 103-Jan-16 0%j 211 126 _ =rtiizer Review — -- Planting Bed Mulch Review 14-Dec-15 :03-Jan-16 0 G! 21 128 �_ • nting Bed Mulch Review 1 Fertrfizer Procurement 04-Jan-16 l 10-Jan-16 0%+ Planting Sal Procurement 04-Jan-16 110Jan-16 0%; 7 126 Plantng l;oil,Proouremenf , — — ` , 71 128 FertiYze�Procurement , Planting Bed MulchProcurement 04-Jan-16 10-Jan-16 0%1 7 126 Planting Bed MuEhProcuiemer* i Grassing •07-Dec-15 17-Jan-16 C 42 127 M 7.4an:16,Grassing , St.Augustine"Fbrtarn Sod Submittal 07-Dec-15 13-Dec-15 1 0%! 7 127 St Augustine •ritam"'S Submital ; St Augustine"Fbritam"Sod Review 1 14-Dec-15 i 03-Jan-16 0%1 211 127 • Augra mnea"Fbritam"Sod Review St Augustine"Fbrlan'Sod Procurement 04-Jan-16 17-Jan-16 0%; 14' 127 • It tug istinp"Nordin.'Soo Proculamant y Irrigation System ,07-Dec-15 10-Jan-16 I 0 35 123 ! 10Jrn-j6,krgation System PVC Pipe Submittal 07-Dec-15 13-Dec-15 0%1 71 123 PVC Pipe 5u• , Irrigation Valves Submittal 07-Dec-15 113-Dec-15 0%I 7E, 123 _ Irrigation Valy,,-ubmittaI Spray Head&Nozzle Submittal 07-0ec-15 ':13-Dec-15 0% 71 123 m_ Spray Head& •zzle Submttal Irrigation Controler&Rain Sensor Submittal 07-Dec-15 113-Dec-11 0%1 7 123 �_ Irrigation Cont. =r&Rain pensor Submittal �— ! 21 i 123 C Pipe Review PVC Pipe Review 14-Dec-15 103-Jan-18 I 0%' Irrigation Valves Review 14-Dec-15 03-Jan-18 0%',. 2rt 123 _ anion VaIi es Review Spray Head&Nozzle Review 14-Dec-15 103-Jan-16 0% 211 123 ••ay Head S Nozzle Review Irrigation — 7 123 M PVC tpe Pier&Ram Sensor Review IPVC P'n Procure a Rain Sensor Review 6 10-Jan 16 0% _ • 211 123 eirrttt�� ation Co itro Pipe" t'' �'' ocwement j krigallon Valves Procurement 04-Jan-18 110-Jan-18 0% 7i 123 Irrigaiort Valves orocurerhent Spray Heed&Nozzle Procurement 04-Jan-16 10-Jan-18 0%I 7 i 123 Spra`r &Nezzk Prcjcurement Irrigation Controler&Rain Sensor Procurement 04-Jan-16 10-Jan-16 0% 7 123 ,. IrrgaloiControler&Raih Sensor Procurement Precast Bollards&Fence r .® 0°�i 130 —e 10-J2nii6,Precast Bollards&Fence Precast Bollards 07-Dec-15 10-Jan-16 Os 351 127 10-Ji n-16,Precast Bollards 18"Diameter Decorative Concrete Boland Submiffial ;07-Dec-15 ,13-Dec-15 0%1 7. 127 18'Dieresis'.= orative Cbncrete 3ollard Submittal 18'Diameter Decorative Concrete Boland Review 14-Dec-15 103-Jan-18 0%1 21 127 Diamete;Decoraive Concrete Bollard R tview 18°Diameter Decorative Concrete Bolard Procur 04-Jan-16 ;10-Jan-16 0% 7, 127 18"Cianieter Decorative Concrete Boland Procure • 1 Fence 107-Dec-15 10-Jan-16 - 0%j 35 1 I 10-Jan-16,Fence Decorative Aluminum Fence Submittal 07-Dec-15 13-Dec-15 0% _ 7 130 Decorative• !num F ncb Submittal - Remaining Level of Effort ■ Actual Work MI= Critical Remaining Work __ Summary Page 7 of 21 - Actual Level of Effort — Remaining Work• •Milestone I I WBS Summary Activity I Lower North Bay Road Infrastructure Improvement Program 8B L Classic WBS Layout w/WBS Summary Duration Activity Name j f Finish Duration% Original Total7ecember 2015 anuary 6f6 February-2M March 2018 t! , c �� [ Quratiq,. F,-,.,�s�s a 4, rt -s,• r•t Dec ,,... .. _ . • orativeAluminum Fence Review 114-Dec-15 103-Jan-16 I 0%1 21 130 '� orativ-Alunin Fence Review ' • Decorative Aluminum Fence Procurement 04-Jan-16 10-Jan-16 0% 7 130 Dec.atfyeAlu umFerjceProcurement Storm Water Pollution Prevention Plan 24-Nov-14A 19-Jan-15A 100,' . ' Outfall Protection 24-Nov-14A 19-Jan-15A 100 Floating Turbidity Barrier Submittal ;24-Nov-14A 01-Dec-14A 100%' 7� Floating Turbidity Barrier Review ]02-0Dec-14A 06-Dec-14 A 100% 21 Floating Turbidity Barrier Procurement 107-Dec-14 A 19-Jan-15A 100% 44 Inlet Protection 24-Nov-14A 19-Jan-15A 100`:5 40! . Fiker Fabric Submittal 24-Nov-14A 01-Dec-14A 100% 7 • Geo-Hay"Gutter Buddy"Submittal 124-Nov-14A t01-Dec-14 100% 7 Filter Fabric Review — 02-Dec-14A 06-Jan-15A 100%--21 Geo-H sy'Gutter Buddy"Review 02-0Dec-14A 106-Jan-15A 100%' 21 Geo-Hay'Gulbr Buddy'Procurement ,07-Jan-15A 19-Jan-15A 100% 7 Filter Fabric Procurement -i- 107-Jan-15A ;19-Jan-15Aj 100% 13• Safety Program j25-Jan-15.; 11_.[.! ,5!' Project Specific Safety Plan 114-Jul-14 A !IS-Aug-14 A 100 33 Safety Plan Submittal 114Ju1-14A 114-Aug-14A — - 100% Safety Plan Review 14-Aug-14A 115-Aug-14A; 100% 2' 1 Safety Plan Distribution 15-Aug-14A;15-Aug-14A 100% 1 Hurricane Preparation Plan I 14-Jul-14A ;15-Aug-14A 100%1 49 Hurricane Preparation Plan Submittal ';14-Jul-14A 114-Aug-14A' 100% 7; Hurricane Preparation Plan Review 114-Aug-14A 15-Aug-14A 100%; 2' Hurricane Preparation Plan Distribution I 15,Aug-14A r15,Aug-14A 100%! 1 Material Safety Data Sheets 21-Jan-15A 26-Jan-15A 100`.0! MSDS Review 23-Jan-15A 23-Jan-15A f 100%' 21 MSDS Submittal 121-Jan-15A 123-Jan-15A 1; 100% 22! MSDS Distrubution 23-Jan-15A 26-Jan-15A-r 100% 41 ; Construction Project Signs 03-Sep-14 A 10-Sep-14A 100% Sign Proof Submittal 03-Sep-14A 03-Sep-14A 100% 7 Sign Proof Review i 044ep-14A 1 10-Sep-14A j 100%; 21 Sign Procurement 10-Sep-14A 10-Sep-14A; 100% 71 Construction Permits ,28-Aug-14A 22-Jul-15A 100% Pubic Works CIPP Sanitary Sewer ROW Permi<Appkcak 28-Aug-14A I 15-Sep-14A' 100%I 1( Pubic Works CIPP Sanitary Sewer ROW Permit 16-Sep-14A i 22-Sep-14A 100%; 51 Pubic Works Water Main ROW Permit Applcation 122-Doc-14A i 08Jan-15A I 100%' 13 , Pubic Works Water Main ROW Permit 108-Jan-15 6-Jan-15AT- 100% 5; Pubic Works Paving&Drainage ROW PernitAppicadon 16-Jul-15A 117-Jul-15 A� 100%j IT Public Works Paving&Drainage ROW Permit 20-Jul-15A-1 22-JuI-15A 100%' 5 r - NTP 02 Notice to Proceed Milestone i 22-Sep-14A 1 100%; 01 '� WATER&SEWER CONSTRUCTION 122-Sep-14 A'08-Jan-16 77.88%r 112! 24, ter+ WATER 6 SEW CONSTRUCTION STORM WATER COLLECTION&PUMP STATION !22.Ju415A 07-Apr-16 0% 85` 20 P GENERAL CONDITIONS CONSTRUCTION 116Jan-15A 21-Apr-16 56.59% -258 37 ELECTRICAL CONSTRUCTION 02-Apr-18 109-May-16 0%a 31; 12 PAVEMENT&LANDSCAPE CONSTRUCTION 16-Dee-15 11-Jul-18 0% 171 0 + Phase B-Lower North Bay Road Mobilization 11-Sep-14 A 25-Mar-15A 100% 45 Phase B-Equipment&Materials Staging Area W.23rd 1 I=25-Mar-15 A IMCZIIIIIIIEII B1/SU;Instal Construction Project Signs Phase B1 _,11-Sep-14 A i 12-Sep-14A 100% 1. Level of Effort IMM1 Actual Work Critical Remaining Work 1lf Summary Page 8 of 21 Actual Level of Effort Remaining Work• •Milestone r=g2 WBS Summary Activity Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout wI WBS Summary Duration Activity Name= Start Finish •uration% Original tT liir'1'A'+�Z011�17 �+r �1.5r �` -- Complete Duration �mmm�m 't '" ��' low" B1/SU;Notice To Locate Utilties W 23rd Street Pump Sts 22-Dec-14 A 26-Dec-14 A 100% 3 81/SU;Locate Utilties W 23rd Street Pump Station Phase!29-Dec-14 A 09-Jan-15 A 100% 2 B1/SU;Layout Staging Area W.23rd Street Phase B1 !20-Jan-15A 23-Jan-15 A 100% 1 B1/SU;Environmental Controls Staging Area W.23rd art!20-Jan-15A 26-Jan-15A 100% 1 ' B1/SU:Setup Staging Area W.23rd Street Phase B1 1.20-Jan-15A 26-Jan-15A 100% 2 B1/SU;Post Jobsite Notices Phase B1 26-Jan-15A 26-Jan-15A 100% 1 B1/SU;Temporary Fence Area W.23rd Street Staging At'06-Feb-15A 06-Feb-15 A 100% 1 B1/SU:Clearing&Grubbing Staging Area W.23rd Street 13-Jan-15A 25-Mar-15 A 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 Phase B-1 Startup 08-Dec-14A 20-Jan-15A 100% 10 B1/SU;Execute SWPPP Plan Sunset Drive to W.23rd St(08-Dec-14 A 09-Dec-14A 100% 2 • B1/SU;Locate Utilties Sunset Drive to Sta 17+00 Phase I 129-Dec-14 A 09-Jan-16A 100% 3 Bl/SU;Field Engineering&Survey Sunset Drive to Stet 15-Jan-15A 19-Jan-15A 100% 5 B1/SU:Field Engineering&Survey W 23rd Street Pump 8 14-Jan-15A 120-Jan-15A 100%; 2 Maintenance of Traffic ' Jan-15A •16_J 66.67%1 447 0 Phase B-1 Construction Start Milestone 13-Jan-15A , 100% 0 II BI/MOT;Setup MOT for Water Man&Storm System Ph 25-Feb-15A!28-Feb-15 A I 100%! 1 BI/MOT;Setup MOT for Road Work Phase B1 17-Nov-15A 24-Nov-15A 100%! 1 OT;Setup MOT for Rea. Phase B1 B1/MOT;Maintain MOT for Water Main&Storm System 26Feb-15A.27-Jan-16 72.97%1 148 98 —Ell •T:Maintain MOT for B1/MOT;Maintain MOT for Road Work Phase B1 24-Nov-15A 104-Jun-16 8.02%. 162 0 Clearing&Grubbing 07-Dec-15 i Dec-15 0' 10 110 . 17-De-15.C ill e: ••B1/CBG;Remove Trees&Shrubs Phase B1 07-Dec-15 17-Dec-15 0% 10 110 B1/C&G;R ii :&Shot• Demolition 07-May-15A 19-May-16 53.58' 93 43 ,MIMI IIIIMINO■_. Demolition Miami Beach Utilities 21-Jan-16 119-May-16 , 0' 102 43 S, —--- — B1IDU;Remove Storm System Manhole or Inlet Phase 21-Jan-18 23-Jan-18 0% 3 139 81IpU;-emoveiStorm System Manho- B1IDU;Remove Storm System Piping 15"or less Pha 25-Jan-16 27-Jan-18 0%', 3 139 M. 61• ;Remo't'e Storm Syst:m Pip B1/DU;Remove Storm System Piping 18"Phase B1 25-Jan-16 127-Jan-16 0% 31 139 61• ;RenwNe Storm Syst:m Pip g BIJOU;Remove/Salage Fire Hydrant Phase B1 j 13-May-16 1-May-16 0% 1 18 B1/DU;Abandon Water Main In-Place Phase B1 '13-May-16 '19-May-16 0%I 6 28 Demolition Pavement&Walks 07-t,1ay-15A I11-Jan-16 85.32': : 16,be ofttionPavement&Wa s B1/DP:SawcutAsphal Water Line Trenches Phase B1 07-May-15A 10-Dec-15 0%I 4 80M 61/DP;SaWcutAsp - <eF Line T>nches Phas031 BIIDP;SawcutAsphal Storm Line Trenches Phase B1 11-Dec-15 15-Dec-15 0% 4 80 ^ B1/DP;Sawcut' • •term Lin:Trenches Phase 81 e B1/DP;Sawcut/Remove Asphalt Roadway Phase 81 16-Dec-15 •21-Dec-15 0% 51_ 60 B1IDP;Sti w :.veAsp alt Roadway Phase B BIIDP;Sawcut/Concrete Curbing Phase B1 22-Dec-15 23-Dec-15 0%; 21- 80 B1/AP;• •ocrete•rbing Phase B1 • ..- B1/DP;Sawcut/Remove Sidewak Phase 81 22-Dec-15 130-Dec-15 I 0—i% 01 99 .61 • 'r Remo a Sidewalk Phase B1 B1/DP;Remove Brick Paver Drives&Walks Phase B1 31-Dec-15 08-Jan-16 0%; 8 99 to Omove:rick Paver Drives&W P s: BIIDP;Sawcut/Remove Stamped Concrete Drives P 09Jan-18 111-Jan-16 0%1 2 99 • /i;6awcut Remove Stamped Co rote•gc Miami Beach Utilities 23-Sep-14A 12-1.' ,-16 71.56 .■',_- ' 1 Dewatering System_ 09-Apr-15A 054.1,11-16 59.55% 178 107 • e 61IDWW Temporary Dewaterriin ill� ry 9 9 AP► 23 APr 8 n Wellnstalation 0 15A 15A 100% BIIDWW Maintain Dewatering System 23-Apr--15A i 05-Mar-16 51.35%1 148 0 - B1• i - • Sanitary Sewer System ,,-14A 114-Oct-14A 100% 12 11111111. ' B1/SS;8"DIP Sewer Main Lining CIPP Phase 61 23-Sep-14A 14-Oct-14A 100%, 10 Water Distribution System Phase B-1 1-relay-15A 12-May-16 58.2 311 18 II Il I BMW!IMINIMEI®ions B1/WD;12"DIP Water Main&Gate Valves Phase I 08-May-15A 104-Jun-15A 100% 8 II! 1 ��B1IWD;8"DIP Water Main 8 Gate Valves Phase B 28-May-15A i 05-Jan-16 31.25% 32 98 MI r Main$Gate Remaining Level of Effort M.Actual Work Critical Remaining Work _.Summary Page 9 of 21 ....... Actual Level of Effort I♦ Remaining Work• •Milestone 8-::,,:::l WBS Summary Activity I Lower North Bay Road Infrastructure Improvement Program 8B I Classic WBS Layout w/was Summary Duration f Activity Name••: Start Finish Duration% Original Total ecember 2015 January 2016 February 2016 March 2016 Co to e*"4!.... F r..*lt irrr? rmrrm*lEimm® 1 B1MID;1?X10'rapping Sleeve&Valve Sta 0+79I08-Mar-16 09-Mar-16 0% 2 0 :1TWO 12 i B1/WD;10'DIP Water Man Reducer&Connector i 10-Mar-16 10-Mar-16 0% 1: 0 =iJWIX 11 B1MID:1?DIP Water Main Sta 9+79 to 9+91(Sub i 11-Mar-16 11-Mar-16 0% 1 0 61 AND; B1D;1?Gate Valve Sta 9+91(Sub Phase 1A)112-Mar-16 12-Mar-16 0% 1 NtI 0 J 81/W D; r1 B1/WD;12“DIP Water Main Sta 9+91 to 15+70(Su i 14-Mar-16 26-Mar-16 0%. 12: 0 - B1MID:Water Main Air Release Valve Sta 9+79(St 28-Mar-16 28-Mar-16 0% 1 38 , B1NND;Water Main Air Release Valve Sta 14+57(E 128-Mar-16 28-Mar-16 11911 1-` 38 B1IWD;Cut-In r X r Tee&8'Gate Valve Michiga 128-Mar-16 29-Mar-16 0%' 2! 0 B1MID;r DIP Water Main Michigan Ave Sta 0+14 30-Mar-16 09-Apr-16 0%, 10 0 I B1IWD;8"Gate Valve Michigan Ave Sta 0+14(Sub-11-Apr-16 11-Apr-16 0% 1 0 B1/WD;Water Main Air Release Valve Michigan Air 11-Apr-16 11-Apr-16 61-15-16 11 26 B 1IWD;8"DIP Water Main Michigan Ave Ste 2+28 ,11-Apr-16 11-Apr-16 0% 11 26 B1IWD;r DIP Water Main&Gate Valve Ste 11+83 12-Apr-16 12-Apr-16 0% 1, 0 B1/WD;Fire Hydrant Ste 11+83(Sub Phase 1A) 13-Apr-18 13-Apr-16 I 0%I 1( 0 B1MID:2'Water Services Phase B1(Sub Phase 1 14-Apr-18 20-Apr-16 i 0%, 8 0 81/WD;Water Main Flushing&Testing Phase B1(t 121-Apr-18 1 30-Apr-16 0%l 981/WD; 18 BLAND;Water Meters&Meter Boxes Phase B1(S •02-May-16 '12-May-18 0%1 0 18 ter Phase B-1B Sta 15+70 to Sta 27+50(Phase E 07-May-15A 17-Dec-15 1.1. ..►17-Dec-15;/11�6er Phase 8,9B= 15+70 to Ste '+50 Phase B-; B1/WD;12-Gate Valve Sta 15+70(Sub Phase 18).07-May-15A,08-May-15A 100% 1 B1MID;1?DIP Water Main Sta 15+70 to 19+60(6 08-Mey-15 Al 128-May-15 A 100%1 7 j B1NVO;1?Gate Valve Sta 19+60(Sub Phase 1B) 28-May-15A 1-29-May-15A 100%1 11 - - B1AND;Water Main Air Release Valve Sta 21+70(1 01-Jun-15A 101-Jun-15A 100%;1 11 --- • •• ---- 61N1ID;1?DIP Water Main Sta 25+64 to 27+50(. 29-May-15A 103-Jun-15A 15A 100%; 31 B 1AND;1?Gate Valve Ste 25+64(Sub Phase 18) 03-Jun-15A I-04-Jun-15A t 100%1 1 B1NVD;1?DIP Water Main Ste 19+60 to 25+64(E(29-May-15A124-Jun-15A f 100%1 101 B1/WD;Water Main Air Release Valve Sta 25+48(-;25-Jun-15A 25-Jun-15A 100%, 1 B1AND;8"DIP Water Main&Gate Valve Sta 23+9C 26-Jun-15 A 26-Jun-15A 1001 1 • B1NYD;r DIP Water Main&Gate Valve Ste 18+14 28-Jun-15A 1 28-Jun-15A 100%1 1 r. B1AND;r DIP Water Main&Gate Valve Ste 19+76 26-Jun-15A 128-Jun-15A 100% 11 f B1AND;Fire Hydrant Sta 18+14(Sub Phase 18) 26-Jun-15A 26-Jun-15A 1 100%; 11 B1IWD;Fire hydrant Sta 19+78(Sub Phase 1B) —26-Jun-15A-1 26-Jun-15A-1 100% 11 f BUM;Fire Hydrant Sta 23+81(Sub Phase 18) 26-Jun-15A 28-Jun-15A 1 100%{ 1 B11WD;?Water Services Phase B1 (Sub Phase 15-Jun-15A ;18-Jul-15A 100%; 8; B1/WD;Water Main Flushing&Testing Phase B1(t[20Ju415A 131Jui-15A i 100%; 9' B1IWD:Water Meters&Meter Boxes Phase B1(8 107-Dec-15 117-Dec-15 j 0%'T 101 98 B1/WD;Water Meter>84-Meter:oxes Phase B1 I1•ub P e 1 B) -.b "�I Sc-'1'S"->. ■ u I 08-Feb-16 I.ter P use B-1C r> B1/WD;20"X 8"Tapping Sleeve&Valve Michigan/ 18-Dec-15 21-Dec-15 0% 3 98 BlNVD;2)"K 8'Tapging'S--e&Vatic'Mich.an Av=Sta 9-21 61MID;r DIP Water Main Michigan Ave Sta 4+37 122-Dec-15 30-Dec-15 , 8, 98 :B1/W01;8'CIP Water -in Michigan Av 1 Sta 4 37 to 5+2' B1AND;Cutan s-X r Tee&8'Gate Valve Michga 131-Dec-15 04-Jan-18 �_ 0%1 21 98 E LAND; Cut�In 8"X "Tee&S"Gat- -lye ichigai A BAWD;r DIP&Gate Valve for Fire Hydrant Sta 4-;05-Jan-18 05-Jan-16 0%i 11 98 'MD;5'61P&G to Valve:for Fir: ydra t Sta 4-cN 07-Jan-16 0%, 1( - Hyd ( ) INVD F iii Hydra t Sta 4+80(E -`-ide• on Rd, BMMID:8'DIP&r Gate tValve for Fire Hydrant Sta 8- 06-Jan-16 06-Jan-16 — 0%; 1 98 98 ,B 1/WC 81 DIP&r ate Valve for Fi I Hyd nt Sta 8+1 ------- ----- f 07Jan-16 B1MID.Fire hydrant Sta 8+05(EastsideAlton Rd)_08-Jan-16 08-Jan-16 0% 1, 98 CI 1/WD;Fire Hydr:nt Sta 6+05(E•tside• on Rd) B1IWD;?Water Services MichiganAvenue(Easts 109-Jan-16 15-Jan-16 0%] 6! 98 B tiV D;2" ater Seryices M higan•venue(F. B1MID;Water Man Flushing&Testing Phase B1(1]18-Jan-16 27-Jan-16 0%� 91 98 ►11•11119 B1 D;W atei Main' shin.&Teslint B1/WD;Water Meters&Meter Boxes Phase 81(E 28-Jan-16 08-Feb-16 0% 10 98 131/WD;Wat: Mete s&Mete Storm Drainage System Phase B-1 07-Dec-15 15-Mar-16 0%1 801 15-Mar e.■ Remaining Level of Effort ■ Actual Work Critical Remaining Work N V Summary Page 10 of 21 ■ Actual Level of Effort — Remaining Work• •Milestone t.---.."I WBS Summary Activity Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration Activity Name Start Finish Duration% Original Total ecember 2015 January 2016 February 2016 March 2016 Complete Duration Float r, a77cip B lal/Cf pgrir' gr, f' Storm Drainage Phase B-1A W.20th Street to Sta. 29-Jan-16 07-Mar-16 0% X32 0-Mar- t 81/SD;Install 24"A2000 Storm Line from A-5 toA-4 29-Jan-16 01-Feb-16 _ 0% V— 3 0 B/SD;Inita124"I .00•torm B1/SD;Install Storm ManholeA-4A(Sub-Phase 1A)j 02-Feb-16 02-Feb-16 0% __ 11 0 :1/SD;Instal I Ma hole• - B1/SD;Install 24"A2000 Storm Line from A-4AtoA.103-Feb-16 04-Feb-16 0%! 2i 0 :1/SD;Install I• ..r Stor _. B1/SD;Instal Storm InletA-4C Phase B1 05-Feb-16 05-Feb-16 0% 1 0 81/SD;instal-•rm 1 A-4• • B1/SD;Instal 24"A2000 Storm Line from A-4Ato A. 06-Feb-16 06-Feb-16 0% 1 0 B1/SD Instal "A20.0 Sto (Sub-Phase 1A) 0 L B7/S�;Insta .torm nlet• •I B1/SD;Instal Storm InletA-4D Sub-Phase 1 i 08-Feb-16 08-Feb-16 0% 1 81/SD;Instal 24"A2000 Storm Line from A-4Ato A.109-Feb-16 10-Feb-16 0%; 2!; 0 e B1/SD;Inst. 24"••000 S•I 131/SD;Instal 0 Bib),Ins.1StomMan B 1/SD•(nsta124 A2000 Storm Line from A-4 to A"4'13-Feb-16 13-Feb-16 0%: 1 0 P.--9;In !24 A2000 ! ( 1A) + I _ / 0 81/SD; tel•orm l l B1/SD;Instal 24""A2000 Storm Line from A-4 toA-3 i 177--Feb-16 19-Feb-16 0% 31 0 B1-e1 Insta 24" ...r 81/SD Instal Storm ManholeA-3(Sub-Phase 1A) 20-Feb-16 20-Feb-16 . 0%j 1I 0 B1/Su Ins-'Stor B1/SD Instal 24"A2000 Storm Line from A3toA-2 122-Feb-18 i 02-Mar-18 0%I 91 0 I B1/S';Inst - B1/SD;Instal Storm InIstA-2(Sub-Phase 1A) '03-Mar-18___103-Mar-18 0% 1; 0 B1/-D;Instal; 81/SD;Insta124"A2000 Storm Llne from A-1 toA-2 04-Aar-18 j 05-Mar-16 0%1 2 E 0 • a:, 61-D;In-a 81/SD;Instal Storm InletA-1(Sub-Phase 1A) 07-Mar-18 '07-Mar-18 0% 1 0 : /SD;I s.: Storm brainage Phase B-1B Sta.16+15 to 2,11r 07-15ec-15 15-Mar-16 15- -� . Pipe Crew Mobilzation(Sub) .07-Dec-15 12-Dec-15 0% 6 1 Ape Crew Mollzation(ou 8 B1/SD;Instal Storm Manhole 8-10(Sub-Phase 1B) 14-Dec-15 118-Dec-15 0% 3 1 61/8D;nstel Storm 1/m41°1013-1.(Sub-Obese 1B) B 1/13D;Insta124"A2000 Storm Llne from B-10 to B- 17-Dec-15 !17-Dec-15 0%i 1 1 •V B1/S0;*Instal tot"A2(00:Strm -from8-10 ti)B-11 , -h:s B1/SD;Meal Storm Inlet B-11(Sub-Phase 1B) 1 8-Dec-15 118-Dec-15 0%; 1 1 81/SD;Ins al to m Inlet B=11(•ub-PhaSe 1B) B 1/8D;Instal 38"A2000 Storm Lice from&10 to B- 19-Dec-15 ;19-Dec-15 0%1 1 1 B1/SD;Instal 36'A;0(a Storm 'ne frorii B-101013-9 •ub-Ph:s B1/S0;Instal Storm Inlet 8-9(Sub Phase 1 B) 1 21-Dec-15 22-Dec-15 1 0% 2 1 B1/$D;I istel Storm inlet B-9(Sub-Phase 18) IF B1/11D;Instal Storm Inlet B-13A(Sub-Phase 113) [23-Dec-15 123-Dec-15 1 0%1 1 E 1 B1/SD;/ns1 al Stc rrr7nl8t: .•(Sub-Phase iIB) 81/SO;Instal 1r A2000 Storm Line from B-8A to B 1124-Dec-15 04-Jan-16 : 0%1 8 1 B1 r6C6 Irst s♦18-A2.00 Storm Line from: •to -• B1/SD;Instal 38-A2000 Manhole torm Line from 8-9 to B-7 109-Jan-18 ;18-Ja-16 �1 4 1 81/OD 11ISD;inst. 36"A2000 Storm Lin •has e B orm Lin from B 9 B 1/SD;Instal Storm Inlet B-7(Sub-Phase 1B) 19Jan-18 119-Jan-16 0%! 1 1 69/SO;In-a1 Storm Inlet B-7( i Phas:1 8115D;Instal 38"A2000 Storm Line from B-7 to 134;20-Jan-18 121-Jan-16 0%1 2 1 11/8D;1-tall 36"x12000 Storm ne fro ;� 81/SD;instal Storm Inlet 8-8(Sub-Phase 1B) 122-Jan-16 23-Jan-16 1 0%; 2 1 81I8D;nstali Sorm Inlet B-6 -ub•Ph:- 81/SD;Instal 38"A2000 Storm Lne from 8.8 to 8-4 125Jan-18:25-Jan-18 0%� 1 i 1 ;B1/S. Instal 3$"A2000 Sto Line o j 81/SD,Instal Storm Manhole B-4(Sub-Phasel8) 126Jan-16 27-Jan-16 0%; 2; 1 . 81/Sr;InstalStorm.Manh.:B-4(•u. 81/SD;Inete118"A2000 Storm Line from B-4 to B 128Jan-16 128-Jan-18 0%: 1 i 1 , B1/-D;Insta118"A2000 S 1 rm Lin: I 131/SD;Instal Storm Inlet B-5(Sub-Phase 1B) 29-Jan-113 129-Jan-18 0% 1 1 81/•D;Instal Storm Inlet;5(Su.P B1/SD;Instal 38"A2000 Storm Line from B-4 to B-3 30-Jan-18 102-Feb-18 0%1 31 1 :1/SD;Install 36"A200 r Storm i B1/SD;Instal Storm Manhole B-3(Sub-Phase 18) 03-Feb-16 04-Feb-16 i 0%; 21 1 :1/SD;Instal Storm -nhole.. B1/3D;Instal 24"A2000 Storm LMs from 6-3 to B-3(I 05-Feb-16 i 05-Feb-18 :0% 11 1 B1/SD;Instal 24"AZr r O Stor B1/SD;Instal Storm Inlet B-3A(Sub-Phase 18) 108-Feb-18 06-Feb-16 , 0% 11 1 B1/SD;;Instal Storm let B-3•i4 B1/8D;Instal 24"A2000 Storm Line from B-3 to B-3 t08-Feb-16 08-Feb-18 0%; 11 1 B1/SO;Instal 24"•".00 St.r — ^ - - 1 81/3D;Instal Storm Inlet B-36(Sub-Phase 1 B) T09-Feb-16 09-Feb-16 0% ft 1 �t Bi/SD;Instil Stor Inlet B 3; B1/SD;Insta138"A2000 Storm Lira from B-3 to B-2 110-Feb-18 -12-Feb-16 0% 31 1 r B40;Instal i• 000.t. • B1/3D;Instal Storm Manhole B•2(Sub-Phase 1B) ,13-Feb-16 16-Feb-16 0%1 21 1 81/SD;Instal•••:orm , • B1/SD;Insta138"A2000 Storm Line from B-2 to B-1 117-Feb-18 24-Feb-16 0%; 71 t 1 01/SD;I ta136 •• .. —f ' -- I B1/3D;Instal Storm Manhole B-1(Sub-Phase 18) 125-Feb-113 i 28-Feb-16 ' 0% 2 1 `B1/SD;I stall S or) I 81/SD;Instal 24"A2000 Storm Line from B-1 to B-1 i 27-Feb-18 27-Feb-16 . 0%; 11 1 • ;B1/SD nstal,•" B1/SD;Instal Storm Inlet B-1A(Sub-Phase 1B) 29-Feb-16 '29-Feb-18 0%; 11 1 B1/S r Instal S.. Remaining Level of Effort Actual Work ■ Critical Remaining Work V"af Summary Page 11 0121 ewa■i Actual Level of Effort IMMI Remaining Work• •Milestone f=111 WBS Summary Activity ' • • Lower North Bay Road Infrastructure Improvement Program 8B Classic NIBS Layout w/WBS Summary Duration Activity Name ;' Start Finish Duration% Original Totapecember 2015 January 2016 February 2016 March 20 — I B1/SD;Instal 18"A2000 Storm Line from B-1 to B-1 01-Mar-16 01-Mar16 0%' 11 1 Instal 11 B1/SD;Instal Storm Inlet B-1B(Sub-Phase 1B) 02-Mar-16 02-Mar-16 0%1 1i. 1 D;Instal S B1/SD;Instal 24"A2000 Storm Line from B-1 toA 8 r03-Mar--18 14-Mar-16 0%1 10; 1 B1/9D; Bt/SD;Instal Storm Manhole A-5(Sub-Phase 1A)—1 15-Mar-18 s 15-Mar-16 cmi 11 1 , B1/SDt Seawall Outfall Modification 01,-, -15 0 ' 'IP7 10-Dec-15,Seawal Ottf• Modification B1/SW;Instal Michigan Ave Outfal Manatee Grate Phasi 07-Dec-15 1011-Dec-15 0% 2 124 Bet/SW;Instal Mir hig an 4v Outfa6 Manatee G ate Phase B B1/SW;Instal W.21st Street Outfal Manatee Grate Pha 09-Dec-15 ••10-Dec-15 I, 0%- 2 124 31/SW;Instal W.2 st- _- Outfal l anatee Grate Phase:1.....�- Earthwork 07-May-15A 25-Apr-16 46.26%I 7 , Demucking for Utilities 07-May-15A 07-Mar-16 57.56-: 49: ---Mar-16,l I B1IDMW;Demucking for Water Lines Phase B1 07-May-15 A 07-Jan-16 0%1 0 98 ammo —E1 r Defranclr(fng for+ter Lines P • e B1 B1IDMW;Demucking for Storm Lines Phase 81 17-Dec-15 07-Mar-16 0% 64 0 I I/DMW•D Excavation 16-Mar-16 25-Apr-16 _ 0 I B1/EX;Excavate Road Bed Phase B-113 16-Mar-16 24-Mar-16 0%1 8 1 F. B1/EX;Excavate Road Bed Phase B-IA 121-Apr-16 1 25-Apr-18 0%1 4 0 Subgrade&Base 25-Mar-16 t1-May-16 0 i L: B1/SG;12"Stabilized Subgrade Phase B-18 25-Mar-16 31-Mar-16 0% 6 1 B1/LB;8"Limerock Base Phase 13-1B 1 01-Apr-16 107-Apr-16 ( 0% 6 20 131/SG;it Stabilzed Subgrade Phase B-1A 26-Apr-16 I 02-May-16 I 0% 6 0 B1/LB;8"Linerock Base Phase B-1A 03-May-16 11-May-16 0%, 8 0 Curbs,Walk,.&Driveways 01-Apr-16 21-May-16 I 44 Concrete Curbs 01-Apr-16 May-16 0%1 81/CC;24"Valley Gutter Curb Side Phase B-1 B 01-Apr-16 123-Apr-16 0% 20' 1 BVCC;24"Haley Gutter Curb Side Phase B-lA 03-May-16 109-May-16 0% 6 2 Concrete Walks,Aprons&Flumes 25-Apr-16 20-May-16 I 0 2 : B1/CW;Sidewalk Repairs Phase 6-18 •25-Apr-16 05-May-16 0% 10 1 B1/CW;Aprons&Flumes Phase B-1B t06-May-16 111-May-16 0%, 5 10 BMW;Sklewalt Repairs Phase B-lA j 10-May-18 114-May-16 i 0%I 5 2 B1/CW;Aprons&Flumes Phase B-1A '16-May-16 20-May-16 0% 5 2 Concrete&Brick Paver Driveways 06-May-16 !21-May-16 j . 1; 131/13W;13"Stamped Concrete Driveways Phase B-18 06-May-16 111-May-16 0% 5 2 BUM;8"Brick Paver Driveway Phase B-1A 16-May-18 120-May-16 0%; 51 2 B1IDW;8"Stamped Concrete Driveways Phase B-1A 16-May-16 120-May-16 0%1 5• 2 B1IDW;8"Brick Paver Driveway Phase B•1B 08-May-16 121-May-16 0% 14 1 Asphaltic Concrete Pavement&Pavement Milling -16 113-May-16 0% 8 r Asphaltic Concrete Pavement !08-F■pr-16 13-May-16 j 0%! 0, B1/ACP;1-1/T Type S-I Asphalt Pavement Phase 8-1 08-Apr-16 11-Apr-16 0% 3; 20 ,U B1/ACP;1-12'Type S-I Asphalt Pavement Phase B-1 12-May-16 13-May-16 0% 2 0 Milling Asphaltic Concrete Pavement _ 12-May-16 13-May-16 _ 0%I 2 a . : i ! I B1/MW;Miing Asphat Pavement,Phase B1 12-May-16 13-May-16 0% 2 8 " t Landscaping&Irrigation 24-f via/-16 04-Jun-16 0%I 10 0 I 3 B1/L&I;Final Dressing&Sodding Phase B1 24-May-16 04-Jun-16 0% 10 0 I Phase B-2-Sta 27+00 North of W 21st Street to W 27 22-Sep-14A 20-May-16 71.72% 484 42 Phase B-2 Startup 16-Jan-15A 29-Jan-15A 100% 91 B2/SU;Notice To Locate Utilities W.21st Street to W.278 16-Jan-15A i 20-Jan-15A j 100%1 31 132/SU;Locate Utiities W.21st Street to W.27th Street PI 20-Jan-15A 121-Jan-15A 1 100%1 2 1 B2/SU;Field Engineering/Survey W.21st Street to W.271 20-Jan-15A 26-Jan-15A 1 100%1 5 B2/SU;Execute SWPPP Plan W.21st Street to W.27th: 29-Jan-15A 2915A 100% 2 Maintenance of Traffic 20-Jan-15 A '09-r.' -16 I 70.42;6 i 52 • - Remaining Level of Effort Actual Work I♦ Critical Remaining Work N V Summary Page 12 of 21 - Actual Level of Effort III■ Remaining Work• •Milestone fn•<--'°1 WBS Summary Activity Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration Activity Name `;; Start Finish Duration% Original Total7ecember 2015 1 January 2016 February 2016 I March 016 w - V Compigt, Duration Fbat... 03 10 17 24 31 07 14 21 28 06 13 yr ,' Phase B-2 Construction Start Milestone 20-Jan-15A 100%' 0 B2/MOT;Setup MOT for Water Main&Storm System Ph 23-Jan-15A 28-Jan-15A 100%7 4 B2/MOT;Setup MOT for Road Work Phase B2 17-Nov-15A 25-Nov-15A 100% 2 Cl;Setup MOT for-, •Rlase B2 B2/MOT;Maintain MOT for Water Main&Storm System 28-Jan-15A 22-Jan-16 45.45% 881 11 b2Ay4OT Malden MOT for Wafer Mai & B2/MOT;Maintain MOT for Road Work Phase B2 25-Nov-15A 09-May-16 0* 75 12 ' • Clearing&Grubbing I 07-Dec-15 17-Dec-15 ! OS-. 10 17-Dec-15.I ri •dtrubbing B2/C&G;Remove Trees&Shrubs Phase B2 07-Dec-15 17-Dec-15 0% 10 123 B2/C&G;R . e -s;&Shrubs Phase;B2 Demolition 02-Feb-15A 30-Dec-15 '22.96%! 270 3.s- -1. rertnoibon Demolition Miami Beach Utilities 09-Dec-15 ?9-D:--15 C. 16® P'.. w/29-r-.1' cerioitlon Niani Beajch Utikies B21DU:Remove Storm System tem 24'Phase Phass 09-Dec-15 82 14-Dec-15 !118-Dec-15 3 0 62IDU;Remov r Om Manlok,or Irdet Phase B2 1 BB2IDU;Remove Remove/Salvage System Piping 4"Phase B2 21-Dec-15 121-Dec-15 5 0 B2IDU;Re • e m yi.tem,ipigg 2{"Phase B2 -- ! 1 136 B2/DU;-: •v _•-rnbve/Sa age Fire Hydrant Phas.B2 r B2IOU;Remove Storm System Piping 15"or less Pha[19-Dec-15 i 22-Dec-15 0% 3. 0 B2/QU;-- o •'torn System Piping;15"or less Phase B. B2IDU;Abandon Water Main In-Place Phase B2 f 21-Dec-15 11 t29-Dec-15 0%E 8: 131 - B I . . •o><Wpter Mairj In-lace Phase 62 Demolition Pavement&Walks 102-, r A 30-Dec-15 92.90 270 134 :3. s- -1. 'ertnolbon I,'avdment&Waits B2/DP;Sawcut/Remove Asphak Water Line Trencher 102-Feb-15A 01-Jun-15A 100%1 3 ; B2I1)P;Sawcut/Remove Asphal Roadwork Phase B2 17-Nov-15A 111-Dec-15 0%� 5 115 Bt'DP;Sawcut - m :Asphal Roadwork phase B2 B2/DP: Phase 62 12-Dec-15 114-Dec-15 0%I 2 119 it 62/DP; o r-t'•`C-gibing Phase 92 n9 4 4t 62IDP;Sawcut/Remove Sidewalk Phase B2 12-Dec-15 118-Dec-15 ...r- .„ 6 115 62/DP;Sa /' e Sidewete Phasle B2 B2IDP;Sawcut/Remove Asphak Storm Line Trenchae 29Jul-Jul i 22-Dec-15 ! 2 •� 62IDP;'- u •eeiovp/ts haI Storm Line Trenches Pha e I +7.' emove? ever Dr�trea�lA s e 1 �� + e .;'Bri k p er Drlv6s&?Nfaks Phase B2 B2/DP;Sawcut/Remove Stamped Concrete Drives P 29-Dec-15 30-Dec-15 0% 2 115 •B s_ S ill(RBnfove Stamped Cbncrete Dives P as 1 Miami Beach Utilities 22-Se 14A 01-Apr-16 76.86%I 84--■ P P Dewatering System 09-Mar-15A 12-Jan-16 87.77%! <^9j 51 r. liekt 1.4ewatdrkil Systlgr 62/DWW Temporary Dewatering Wellnstalation Phas"09-Mar-15A i 17-Sep-15A 100%1 6 res.B2 ; i 2 t ; ' B2IDWW Maintain Dewatering System Phase B2 '13-Mar-15A 112-Jan-16 i 81.08%' 148 11 1 ■ bekrkteril$System Phase 62 Sanitary Sewer System i 22-Sep-14A "--Oct-14A 100%1 13M 62/SS;Sanitary Sewer Main Lining CIPP Phase B2 22-Sep-14A 117-Oct-14A 100% 10 4 Water Distribution System Phase B-2 02-Feb-15A 19-Dec-15 95.1'; 245Elialr■19-Dec-1 , •:r sislibt44i oil System Phas4B-2 ': B2/WD;8'DIP Water Main&Gate Valves Phase B2 13-Apr-15A 26-Jun-15A 100% 1 ' B2AND:1Y DIP Water Main&Gate Valves Phase B2 130-Apr-15A 131-Jul-15A 100%1 01 1 t. fi'"if 19-Dea1 , to 0-2A Ste 274 M 4a: 33+80&W..'d B2MID;8"Gate Valve Sta 4+69 W.23rd Street(Su 13-Apr-15 A 13-Apr-15A 100%; 1, 1 B2IWD;8'X 8"Tee&Valve Cut-In Sta 4+89 W.23, 10Apr-1SA 1 13-Apr-15A 100%; 21 62NVD;8"Gate Valve Sta 2+28 W.23rd Street(Su 13,Apr-1SA i 13-Apr-15A 100%, 1 1 2 B2/WD;8'DIP Water Main Sta 2+28 to 4+64 W.23 13-Apr-15A 122-Apr-15 A 100%; 4 E 4 B2MID;8"DIP Water Main&Gate Valve Sta 2+88' 22-Apr-15A `22-Apr-15A-t t 100%' 1 B2MID;Fire Hydrant Sta 2+88 W.23rd Street(Sub 23-Apr-15 Al 24-Apr-15 A 100%1 1 z' 62ND;8"DIP Water Main Sta 2+28 to 2+88(Sub1 124-Apr-15A 129-Apr-15A a 100%; 2i 82ND;Water Main Air Release Valve Sta 4+82W. 08-May-15A 1 19-May-15A( 100%i 1 w -- B2MID;12'DIP Water Main Ste 27+50 to 33+84(5 30-Apr-15A i 01-Jun-15A 1 100%; 201 + 2 B2NVD;2"Water Services Phase B2(Sub-PPhase 18-May-15A 1 12-Jun-15A 1 100%; 15� B2NVD;Fire Hydrant Sta 28+80(Sub-Phase 2A) 26-Jun-15A '28-Jun-15A 100%' 1 B2MID;8"DIP Water Main&Gate Valve Ste 28+8C 28-Jun-15A i 28-Jun-15A 100% 1 t. B2MID;Water Main Flushing&Testing Phase B2(i 20-Jul-15A 131-Jul-15A 100%; 10[ } • 62/WD;Water Meters&Meter Boxes Phase B2($ 07-Dec-15 19-Dec-15 0% 12 131 B2IWt); i M ttbr�o4es {nas4b2(Sub-These -) 'r' Water Phase B-2B Ste 33+80 to Ste 42+40 Ea "Feb-15A 19-Dec-15 95.1% 45 l 19"Dec-1', -:e n-'e$-B to 33;60 to eta 42+40 East o W i■■ Remaining Level of Effort IIIIM Actual Work ® Critical Remaining Work Vii1 Summary Page 13 of 21 Actual Level of Effort 111E= Remaining Work• •Milestone I -I WBS Summary Activity Lower North Bay Road Infrastructure Improvement Program 8B r Classic VVBS Layout w.'WBS Summary Duration ..''. Start Finish Duration% Original Total)ecember 2015 January 2016 February 2016 March 2016 , .....,-,i-• C'mPiete 1?4rtiir...........P!!IrlIIIITIIPTIMIEFFITrirryTifillprITTIT'llarl...- „,.••••••••.•, .. .,,....•„.., , ..... .. .,...... .. . . –-- — „,•: B2AND;12 Gate Valle St.33+84(Sub-Phase 2B) •02-Feb-15A 02-Feb-15A 100% 1 i 1 ,''''i” B2AND:1r DIP VVater Main Sta 33+84 to 42+30(S 02-Feb-15A 02-Apr-15 A 100% 1-i4i J i 1: B2/WD;12.Gate Vatie Ste 42+30(Sub-Phase 2I3) 02-Apr-15 A-1-81-2-Apr-15 A 100% 1 92/WD;8"DIP Water Main&Gate Vali.Sta 42+2E'03-Apr-15A i 03-Apr-15A ! 100%1 it a. B2AND;Fire Hydrant Sta 42+25(Sub-Phase 2B) 03-Apr-15 A 103-Apr-15 A 1 100%! t i 82/VVD;8"DIP Water Maln&Gate Valie Sta 37+2f.:09-Apr-15A 109-Apr-15A 100%. 11 .. t i1 B2/WD:Fire Hydrant Ste 37+25(Sub-Phase 28) 09-Apr-15-A-1-09-Apr-15A 1010fii 1 t t B2AND:Water Main Air Release Wk.Ste 33+98(E.102-Feb-15A t 14-May-15A 100% 1 t- i t ... B2AND;r Water Services Phase B2(Sub-Phase:120-Feb-15A 114-May-15A 100% 12! '1,1 82AND:ir DIP Water Main Sta 33+80 bo 42+40(S 29-May-15A 105-Jun-15A 100% 51 '' B2IWD;Water Maki Flushing&Tes6ng Phase B2(1 19-May-15A I 15-Jun-15A 100% 10 . .. . .. r,....... B2NVID;Water Meters&Meter Boxes Phase B2(S r 07-Dec-15 19-Dec-15 0% 12 117 IIMIR B2NVD:VNI/te- ,: IS Itletor::57s.r.l:ialri It2(Sub-phase 2B) ... -Won Drain,;,!,. .stem P_L:,i:.._. .- ..--. - -11!"..1.7.-eNETARtI.717514POP771,ir 71 . , stom,Drainage Phase 13-2A VV.23rd Street Conn.:. 11-Feb-16 01-Apr-16 0% 42 is ......,.i...-. . , .. . . .... . -. . ..... ..,.— . --.., ......... ..... . .... . . . - ....- 82/SD;Instal Trash Rack Structure Phase 92(Sut 111-Feb-16 •24-Feb-16 132/813;Instal 42*RCP Storm Line from Trash Rad 24-Feb-16 26-Feb-16 62/80.Instal Storm Manhole C-8 Phase B2(Sub-F 26-Feb-16 129-Feb-16 0%. i 0%! 0%1 104_ 59 21 59 2! 59 .: ., ." _ 42/SD;Instal Trash ... :B2/SD;Instal 4-F B2/SD Instal Stc 62/80;Insta136"A2000 Storm Line from C-8 to V-:.29-Feb-16 TM-Mar-113 82/81);Instal Vortex Manhole V-1 Phase 82 02-Mar-16 06-Mar-16 132P3D;Instal 36"A2000 Storm Line from V-2 to C-I 08-Mar-16 110-Mar-16 B7J80;Instal Storm Inlet C-9 Phase 62 10-Mar-16 i 12-Mar-16 0% 2 59 0%1 0%1 0%i! 5: 84 2, 84 2 84 t . ...— B2/SD;Install 31 ._......__. ,. E2/SD;I sat F32/50;Ins i . B2/SC;In 132/80;Instal 42"RCP Storm Line from C-9 to C-1C 12-Mar-16 115-Mar-18 0%r------:2 84 ._ B2/D; 62/60;Instal 36"A2000 Storm Line from Tash Rac 15-Mar-16 117-Mar-16 0% 2, B S ..,2 82180:Instal Vortex Manhole V-1 Phase 92 17-Mar-16 23-Mar-16 62/80;Instal 38*A2000 Storm Line from V-1 to C-1 23-Mar-16 ;26-Mar-16 0%! 0%! 5. 84 31 84 ,...11_.._.._...._ii........4.7......1/1.:, ••,... _...i._____ _____., .. B2/80;Instal Storm Inlet C-1 Phase B2(Sub-Phas. 26-Mar-16 1131-Mar-16 ! ost 4; 84 1: . 132/S0;Install 3r A2000 Storm Line from C-1 to C-:•31-Mar-16 ;01-Apr-16 0%' 1. 84 Storm Drainage Phase B-26 Sta 27+00 to Sta 33+Si 16-Nov-15A 28-Jan-16 6432,0, : : : 16,Storm Drainage Phase 3-2 ,....;-. 82/S13;Instal Storm Manhole C-2(Sub-Phase 26) •16-Nov-15A 423-Nov-15A 100%, 2! stall torm Manho.;C-2(. •;hisel.2 -II 1 r 1: . .. . . 4. 1.. 132/S1);Instd 24-A2000 Stonn Line from C-2 to C-: 24-Nov-15A 108-Dec-15-1 0% 2• 09 B2/S);Instal 24"A2•00't. 'Lie!r.m c-2M C-3(Sub-Phase 2B) ' . .. . . .. .. 62/80;Instal Storm Inlet C-3(Sub-Phase 23) 12-Dec-15 112-Dec-15 0% 1. 0 -.3 B/SD:Insthll Stx n In- • (Sub-.'hate 28) t 62/210;Instal lr A2000 Storm Line from C-3 to C.. 14-Dec-15 i 14-Dec-15 0%; 1 7 il4_62/SD:Install 18'' 11,'ionil On,ft*0 to -4(Sub-Phase 2B) • • B2/813;Instal Storm Inlet C-4(Sub-Phase 2B) 23-Dec-15 !I 23-Dec-15-1 0%1 11 0 B2/SD;Ins al.:,. 'plat C (ebb-Pithse 213) ... .i. 1.. • 62/SD;Instal 36"A2000 Storm Line from C-2 to C-f F24-Dec-15 t29-Dec-15 0%. 3, 0 18218)!Ins,■., •:•:A0i0 Stoimiiith froin'C-2 to C-5(Sub-1 62/813;Instal Storm Manhole C-5(Sub-Phase 213) 30-13ec-15 I 04-Jan-16 f 0%i 34_ 0 B2aSCt ., Sfoqn aaholei C-5(Sub-Phase 2E) . _.. . . .. . '..,, 132/81);Instal 1 rAmoo Storm Une from C5 to C-5 05-Jan-16 i 05-Jan-16 ------i 62/8113;Instal Storm Inlet C-5A(Sub-Phase 2B) 06-Jan-16 106-Jan-16 L 1 132J813;Instal 1r A2000 Storm Line from C-5 to C4 07-Jan-16 ,07-Jan-16 112/60;Instal Storm Inlet C-56(Sub-Phase 2B) 06-Jan-16 I 06-Jan-16 1 oicl 0%; ______4 0% 0%1 1 I 0 11 0 it 0 1, 0 32/1SD I al t8":. 000 Stbcm Una from C5 to C-SA( B VS ; -ial t,tir Inlet ...A(Sifb-Phase 2B) E 2/51.;..ali.18"• 000 itbrm Line from C-5 to G-51 . " • 32/3. ;tail eto m lided-5B(bub-Phase 2B) 92/8D;Install 36"A2000 Storm Line from C-5 to 04 09-Jan-16 116-Jan-16 — 0%1 71 0 r. -p;1141- 3"Af100 StIrm Line from C-5 t 132/131);Install Storm Manhole C-6(Sub-Phase 26) 19-Jan-16 120-Jan-16 0%7 21_ 0 7 :2/SD;in thli,&Orin Maiiihole C-6(Sub-Pha MAID;Metall 3cr A2000 Stonn Lite from C-6 to B-1 21-Jan-16 r26-Jan-16 0%! 71 0 :.1:1a Instjali 36"A2000 Storm Line frt 25-_: : '_,_.: „::'''.-•• . •-.... zo--te 1;IE.'mfg.m Drinage Phase B-12C _.... .,..,, B2/SD;Instal Stoml Manhole C-10(Sub-Phaso 2C) 10-Aug-15 A 11-Aug-15 A i 100% 21 ''.,,f''. 112AD;Instal 4r RCP Storm Line from C-10 to C-1 12-Aug-15A 1 08-Sep-15A 100% 51 ---‘)-F has e 2C) • 132/30;Instal Storm Manhole C-11(Sub-Phase 2C) 09-Sep-15A 110-Sep-15 A 100%! 21 ' .. .. •!!•••,•• 132/81);Insta142"RCP Storm Una from C-11 to C-1 11-Sep-15 A:19-Nov-15A 100% 61 stall,z.RCP Storm Line fro tri CO•(Sub-Phase iC) • . . j .1.■. Remaining Level of Effort NMI Actual Work II■l11 Critical Remaining Work. ..V Summary Page 14 of 21 ■ Actual Level of Effort ■I Remaining Work• •Milestone I I WBS Summary Activity Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration Activity Name - Start Finish Duration% Original Totai')ecember 2015 January 2016 February 2016 March 2016 ,.,Cr-az. .II-.4 r 4- F2.;:.;!''1!ill•*'! t7! P 1!'i7F1 11 rTrP B2 1SD;Instal Storm Manhole C-12(Sub-Phase2C) 20-Nov-15A 23-Nov-15A 100%j 21 :Ina..I Storm Manh•��12.fir' •- ); ': B2/SD;Instal 18"A2000 Storm Line from C-12 to C 07-Dec-15 07-Dec-15 0%' 11 11 1 B✓SD;Instal i8" 110"• ;Line to P1 *C-1'1A(Sub-Phase?C) 5 b 2/SD;Instal Storm Inlet C-12A -Phase 2C) TOO-Dec-15 •08-Dec-15 __ 0% 17 11 B2/SD;Instal Sto let .•(Sub-' de 2C) B2/SD Instal 18'A2000 Storm Line from C-12 to C 1 09-Dec-15 •09-Dec-15 , 0%; 11 11 62/SD;Instal 18 •100-• 1 Lint4fr -12;to C-i2B(Sub-Phase 2C .5_ 32/SD;Instal S.. In- ?B;(.. ,4 C) ' �, B2/SD Instal Storm Inlet 0-128(Sub-Phase 2C) '10-Dec-15 10-Dec-15 0%; 111 11 ,• B2/SD Instal 42"RCP Storm Line from C-12 to C-1 11-Dec-15 18-Dec-15 j 0%! 71 11 B2/SD;Ins- 2"•.' ••tm.•e front C-12 t0 C-13(Sub-Phase . r'. B2JSD;Instal Storm Manhole C-13 BZISD;Instal 6"A2000 Storm Line from C 13 C 122-Dec-15 I 22-Dec-15 �� : ( 2C): .arri -19(910-Phase 2C) E12/Sp;I St.r B2/SD;I 11;" -r r 1; r Line 7 b 13A(Stb-F 62/80;Instal Storm Inlet C-13A(Sub Phase 2C) ;23-Dec-15 123-Dec-15 j 0% 1! 11 B2/SD; al•• :Inlet C-3AkSt b.Phasie 2C) B7/SD;Instal 18-A2000 Storm Line from C-13 to C j 24-Dec-15 124-Dec-15 0% 11 11 62/SD al ;1. 009 Qt•rm pn}from 4-13 to C-138(tub B2/SD;Instal Storm Inlet C-13B(Sub-Phase 2C) 428-Dec-15 28-Dec-15 0% 11 11 -+ i, ns..I •rnllnbt 136(Sub-Phase 2C) B2/SD;Instal 42"RCP Storm Line from C-13 to C-1!29-Dec-15 05-Jan-16 1 0% 5! 11 • D I y p142":12 P 9totm Line;hom C-13 to C-14 B2/SD;Instal Storm Manhole C-14(Sub-Phase 2C) 06-Jan-16 07-Jan-18 i 0% 2 11 ;+S'••at alStbr 1.Manpole C-14(Sub-Phase 2C) 621SD;Instal lrA2000 Storm Line from C-14 to C 08-Jan-18 108Jan-18 1 0%; 1 11 Ili ii to.1 stafy 16" OQO Storm One from G14 tc C- 82ISD;Instal Storm Inlet C-14A(SubPhase 2C) 09Jan 16 109-Jan-16 0%1 11 11 e r L I'stal$t•In Inlet C-14/►(Sub-Phase 2C 82/SD;Ittsta118'A2000 Storm Lira from C-14 b C 11-Jan-111 11-Jan-16 0%l 1 11 s ©Install +A2001D Storey Line from G14 to B2/SD;Instal3torm Inlet C-146(Sub Phase 2C) 12-Jan-113 12-Jan-113 0%1 1 11 •a InfftaI•orris Irjldt C-14B(Sub-Phase 2C) 62/SD;Instal 42"RCP Storm Line from C-14 to D-: 13-Jan-16 j 15-Jan-18 0%1 3 11 — '•D;fnsta 427 RCP Storfi line from C-14 tc B3/SD:Instal Storm Manhole D-2(Sub Phase 2C) 16-Jan-16 j 19-Jan-18 0%1 2 11 =r SIB;b 4l$to►rp Manhole D-2(Sub-Phan 83/50;Instal 18'A2000 Storm Line from D-1 to D-: 20-Jan-18 21-Jan-16 0%1 2 11 L .3I40f I tap 14"?1,2ool Storm Line from D B3/SD;Instal Storm Inlet D-1(Sub-Phase 2C) 22-Jan-16 ;22-Jan-18 0%1 1 11 iii 63/S1i I'tel Stem Inlet D-1(Sub-Phase B3/SD;Instal 42"RCP Storm Line from D-2 to D-3 123Jan-18 '25-Jan-16 ; 0% 2 11 - iL i B i d/ ii Inytart42"Rt#P Storm Line frc m I Storm Water Pump Station 8 0utfall 1 11-Jan-16 i 03-May-16 0H ■, 82/PS;Site Cast Wet Wel for Pump Station .11-Jan-16 25-Jan-16 0% 12 17 ; Siie dot Wgt Wel for Pump Sta Pump -- j — 5 12 _ ;+' ;In>ttel Sheet Pile Cofterda n f MPS;Instal Sheet Pile Cofferdam for P Station Pha 25-Jan-18 30-Jan-113 0%, AI ,11-Feb 16 0%; _ ' B2/PS;Instal Pump Station Wet Wel Phase B2 30-Jan-18 10 12 - B2/0S;Instal Pump Station I B2/P8;Instal Pump Station Bypass Manhole Phase B2 11-Feb-16 ,24-Feb-16 0%! 10 12 _ 42JPS;Instal Pump B2/PS;Instal Pumps and Plumbing Wet Wel Phase 132 11-Feb-16 24-Feb-16 1 - 0% 10 22 1 I32/PS;Instal Pump 82/PS;Instal Pump Station Dissipator Structure Phase E 24-Feb-16 07-Mar-18 ' 0%': 10 12 82/PS;lash B2/PS;Back Pump Station and Remove Cofferdam Ph 07-Aar-18 11-Mar-16 I 0% 4 12 .1 B2/PS 13 82IPS;Instal Piping to Dissipater Structure&Bypass Mr 11-Mar-18 ;18-Mar-16 j 0%; 4• 12 B2/PS;Instal Piping br Duffel at Seawall Phase B2 16-Mar-16 28-Mar-18 A 0% 10 12 BOPS;Instal Hatches Trash Racks and Controls Phase 28-Mar-16 ;02-Apr-16 ' 0%1 5 12 1 .11— B2/PS;Pretest&Test Pump Station Phase B2 27-Apr-16 03-May-16 0�%' 5 Si Electrical 02-Apr-16 09-May-16 0 R ii 1 Storm Water Pump Station Electrical 02-Apr-16 27-Apr-16 0` B2/EW;Instal FPLHandhole Power Connection Phas/ 02-Apr-16 04-Apr-16 0%1 1 12 B2/EW;Instal 2"Conduit,2-Way Duct Bonk to Meter f 04-Apr-18 1;,07-Apr-16 0% 3 12 B2/EW:Instal Terminal Junction Box,Power Center at 07-Apr-16 1 11-Apr-16 0%i 3 12 B21EW;Instal?Conduit,4-Way Duct Bank to Wet W 11-Apr--16 12-Apr-16 - o%. 1 12 B21EW;Instal 2"Conduit,2-Way Duct Bank Phase 132 12-Apr-18 13-Apr-16 0% 1 12 B2/EW:Instal Ground Rods,Grounding Triangle&Or 13-Apr-18 1 15-Apr-16 0%1 21 12 . BMW;Instal Controls and Wire to Control Panel Pha 15-Apr-16 120-Apr-16 0% 4) 12 . B2/EW:Instal Power Cable and Wire to Control Panel 20-Apr-18 I 21-Apr-16 0% 1 12 < B2/EW;FPL Meter Instalalion Pump Station Phase B2,21-Apr-16 !27-Apr-16 0% 5 12 Street Lighting Electrical 127-Apr-16 '09-May-16 0%; 1 B2/EW:Replace Street Light Conduit Phase B2 27-Apr-16 03-May-16 0% 5 12 « t - Remaining Level of Effort IMMI Actual Work MIMI Critical Remaining Work '11 /Summary Page 15 of 21 - Actual Level of Effort ■ Remaining Work• •Milestone I,. __ ) WBS Summary Activity Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration Activity Name .itimm • ration •rig 7.,YYg=L 1pfiF1'r7tF1a7,I+Si1111 rila March 2016 n F 65�„,:,T,.. � LE'lll�Tl�ln7l ► , ura o a_�,!��m��ltl�fl•F'EtB+lf ®. 1 82IEW;Instal Ms Street Light Conduit Phase B2 103-May-16 409-May-18 0% 5 12 Seawall Outfall Modification 129-Mar-16 I1-Apr-16 12 27 i....7 B2/SW;Modify W.23rd Street Seawal Phase B2 28-Mar-16 08-Apr-16 0%1 10 27 « B?JSW;Instal W.23rd Street Outfall Manatee Grate Phar'08-Apr-16 1 11-Apr-16 1 0%1 2 27 Earthwork '02-Feb-15A 02-Feb-16 77.350 i 199 5 0--Feb-i16,Earthwork Demucking for Utilities 02-Feb-15A 12-Jan-16 76.07%® 11 12--2 1Q Denluckin9 for Utilities B2/DMW;Demucking for Water Lines Phase B2 02-Feb-15A 14-May-15A 100% 7 ' B2/DMW;Demucking for Storm Unes Phase B2 10-Aug-15A 12-Jan-16 37.78% 45 11 — B r. ;tkiimticking for Strain Unes Phase B2 Excavation 16-Jan-16 102-Feb-16 0%1 14 64 , .04-Feb i46,Ext vaion I B2/EX;Excavate Road Bed Phase B-2C 16-Jan-16 21-Jan-16 0% 4 74 e ."a 4Expajratp Road ied Phase B-2C B2/EX;Excavate Road Bed Phase B-2B 29-Jan-16 02-Feb-16 0% 4 64 _:B21EX.Excavate Road Bed Phase Subgrade&Base 22-Jan-16 16-Feb-16 0`.6 r 21 77 16-F4-16,Subgrade&B. Stabilized Subgrade 22-Jan-16 06-Feb-16 0%1 14 64 .. • 06-Fob-16,5tabilzed Subgrade B2/SG;12"Stabilzed Subgrade Phase B-2C 1_22.1en-16 28-Jan-16 + 0%' 4 74 :' 1*"Otabilzed Subgrade Phase E B2/SG;12"Stablzed Subgrade Phase B-28 03-Feb-16 06-Feb-16 0%1 4 64 :B2/SG•12"Stabifzed Subgrade Limerock Base 27-Jan-16 _116-Feb-16 17 77 ,16-Feb_16,Umerock Bas B2/LB:d•Limerock Base Phase B-2C 127-Jan-16 103-Feb-16 0%, 7 87 -;8"Limerock Base Phase B• B2/LB:8"Umerock Base Phase B-2B 08-Feb-16 16-Feb-18 0% 7 77 litm_;1?2/L.B;8"Limerock Base Curbs,Walks&Driveways 27-Jan-16 09-Mar-16 0% 361 64 09-Mar-16, Concrete Curbs 27-Jan-16 '.:-Feb-16 • _0% 151 64 1x-reb•'t8,Concrete Curbs i B2/CC;24"Valey Gutter Curb Phase B-2C 27-Jan-16 '01-Feb-16 0% 5: 74 _ +• •24E Valety Gutter Curb Phas B2/CC;24"Valey Gutter Curb Phase B-2B 08-Feb-16 12-Feb-18 0% 5 64 — B2/CC;214"Valey Gutter Cur Concrete Walks.Aprons&Flumes ow 70 I n 02-Mar-16,Con B2/CW;Sidewak Repairs PhaseB-2C 402-Feb-16 12-Feb-16 0%. 10 74 Bk/CW; idewak Repairs Pt B2/CW;Aprons&Flumes Phase 8-2C 1113-Feb-16 19-Feb-16 0%1 51 80 _ • B2/CW;Aprons&Flumr B2/CW;Sdewak Repairs Phase 8-28 113-Feb-16 •25-Feb-16 0%1 10 64 (32/CW;Sidewalk R. B2/CW;Aprons&Flumes Phase B-28 26-Feb-16 02-Mar-16 I 0% 5 70 f , B2/CW;Aprons 1 Concrete&Brick Paver Driveways 13-Feb-16 09-Mar-16 i 0%1 211 64 09-Mar-16, d1 g ! B2/1)W;6"Brick Paver Driveway Phase B-2C 13-Feb-16 20-Feb-16 0% 6 74 62/DW;6"Brick Paver - 82IDW 8"Stamped Concrete Driveway Phase B-2C 22-Feb 18 26-Feb-18 0%; 5 j 74 ;82/DW;6"Stamper B2/DW;6"Brick Paver Driveway Phase 8-28 26-Feb-18 103-Mar-16 0%1 6 64 - 82/DW;6"Brie 82/DW;6"Stamped Concrete Driveway Phase 8-213 04-Mar-16 109-Mar-16 0%1 5. 64 62/DW;6" Asphaltic Concrete Pavement&Pavement Milling Feb-16 19-Feb-16 0 i3', 30 19-Feb-16,Asphaltic Cc Asphaltic Concrete Pavement 104-Feb-16 19-Feb-16 0i : 131 77 19-Feb-16.Asphaltic Cc B2/ACP;1-12"type S-I Asphalt Pavement Phase B-2 04-Feb-16 06-Feb-16 0% 3 87 ACP;1-1/2"Type S-I Asphalt 82/ACP;1-12"Type S-I Asphalt Pavement Phase B-2 117-Feb-16 19-Feb-16 0% 3 77 B2/CP;1-1/2"Type S-I Milling Asphaltic Concrete Pavement 08-F.5.16 108-Feb-16 0' 1 89 •08-Feb-16,biting Asphaltic Col BMW;Miffing Asphalt Pavement Phase B2 08-Feb-16 08-Feb-16 0% 1 111112 B2 1W;MilgAsphak Paveme Landscaping&Irrigation 11-Apr-16 20-May-16 0% .2 821111;Instal Irrigation Water Service and Controbr Pha;11-Apr-16 12-Apr-18 0%J 1 27 3-Apr-16 1 0%I 1 27 BZA.dd;Rough-In Irrigation Piping Phase B2 12-Apr-16 �1 B2/1.&1;Plant Shrubs and Mulch Phase B2 413-Apr-16 114-Apr-16 ' 0% 1 27 8211&1;FEnalAdjustmerts Irrigation System Phase B2 1 14-Apr-16 115-Apr-16 1 0% 11 32 82/131;Decorative Bollards Phase B2 14-Apr-16 118-Apr-16 1 0%. 31 1 27 B2/U11;Decorative Fence Phase B2 18-Apr-16 '21-Apr-16 0%' 3' 27 821L&I;Final Dressing&Sodding Phase 82 09-May-16 20-May-16 0% 10 12 Phase B-3-W 27th Street(Sta 42+40)to Alton Road(1 23-Jan-15 A 03-Jun-16 63.73% 408 31 Phase B-3 Startup 03-Mar-15A 15-May-15A 100% 49 ■ Remaining Level of Effort II■1 Actual Work r—1 Critical Remaining Work •►Summary Page 16 of 21 i■ Actual Level of Effort MINN Remaining Work• •Milestone f I WBS Summary Activity ■ Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration Start Finish '''-'' :Duration% Original Total)ecember 2015 January 2016 February 2016 March 2016 ....„.....,.,..,..,„.., .. ....; ...:-' , Cote RA4fahon F‘q4.t IrlIffrBrIBTAIMP!...FrfperkrIkrTTM,7r1MTFIFTICIEEI 20 _ • 133/SU;Notice To Locate UtiFties W.27th Street to Alton F 03-Mar-15 A 06-Mar-15A 100%1 3 --;- B3/SU;Locate Utiities W.27th Street to Afton Road Phas 09-Mar-15 A 10-Mar-15A, 100%' 2 B3/43U:Field Engineering&Survey W.27th Street to Akor 08-Apr-15 A 09-Apr-15A 1 100%! 5; .: Et3/SU;Execute SWPPP Plan W.27th Street to Mon Roe 15-May-15A 15-May-15A 100%1 1 21 Maintenance of Traffic 23-Jan-15A 03-Jun-16 , Phase 13-3 Construction Start Milestone 23-Jan-15 A 100%, 01 ' -..- - ,--- , -- - - ---- --- B3/MOT;Setup MOT for Water Main&Storm System Ph:23-Jan-15A 28-Jan-15A 100%1 21 -- 63/1101;Maintain MOT for VVater Main&Storm System 28-Jan-15A ,11-Mar-18 53.05%, 1641 40. j B3/MOT; _.. BISAOT;Setup MOT for Road Work Phase B3 _ 12-Mar-1i714-Mar-16 0%; 2 40 .1._83/M01 133/MOT:Maintain MOT for Road Work Phase 83 15-Mar-16 03-Jun-16 0% 69 11 -..-■eeem Clearing&Grubbing 1-Dec-15 17-Dec-15 0% 17-Deo-15,Olteririg&Grubbing B3/C&G;Strip Grass Phase 83 07-Dec-15 17-Dec-15 0% 10, 107 B3/C&G;Strip Orals Phase 83 B3/C&G;Remove Trees&Shrubs Phase B3 '07-Dec-15 17-Dec-15 0% 10 107 4111M B3/C&G:Remcve Trees&Shrubs Ruse B3 Demolition 28-May-15A 07-Apr-16 57.98% . m■ Demolition Miami Beach Utilities ',7-Dec-15 05-Jan-16 ' 0-• 05..J am-16,Demo ition Miami Beach tithes 133/DU:Remove Remove/Sateage Fire Hydrant Phase I 07-Dec-15 07-Dec-15 0%i 1 33 ECJDU;Remove Remove`Salvage Fi e Hydrant Phase 63 1:1360U;Remove Storm System Piping 15"or less Pha/09-Dec-15 11-Dec-15 0%: 3 109 143/DU;Remove Stirrn System Piping 15"or less Phase 63 B3/DU:ReMOVO Storm System Manhole or Inlet Phasi 12-Dec-15 16-Dec-15 0%1 4 109 B3/DU;Remove Storm Systerr Manhob or Inlet Phase 83 83/DU:Abandon Water Main In-Place Phase B3 28-Dec-15 05-Jan-18 0% 8 95 -0.1.11.g.i/Dt.1;Abandon Water Main In-Place Purim 83 Demolition Pavement&Walks ,28-May-15 A,07-Apr-16 51'I-: . . : m■- 83/DP;SawcutAsphak Storm Line Trenches Phase 63 07-Dec-15 ■08-Dec-15 . 0% 2 44 1:113/DP;SawctdAsphal Storm Line Trenches.Phase 63 .....,,,,,..■. -- ,,, B3/DP;SawcutAsphak Water Line Trenches Phase 83 28-May-15A;09-Dec-15 . 0% 3 32 II It3/DP;SawCutAsphalt Water Line 4-renches Phase 03 ELSIDP:Sawctd/Remove Asphalt Roadwork Phase 133 15-Mar-16 t19.MarI6l 0%: 5 44 1 83/C 1113/DP;Sawcut/Remove Sidewalk Phase 63 21-Mar-18 718-Mar-16 0% 6' 44 1 -+ ' I B3/DP;Remove Brick Paver Drives&Welts Phase 63 28-Mar-16 I 02-Apr-18 4., i 0%' 6 44 B3/DP;Sawcut/Remove Stamped Concrete DfiVee P 04-Apr-16 I 05-Apr-18 0% 2, 44-- 1336DP;Sawcut/Concrete Curbing Phase 63 ,O6-Apr-18 117-Apr-18 1 0% 44 Miami Beach Utilities I 24-Apr-15 A 18-Apr-16 58.56 Dewatering System 24-Apr-15 A 07-Apr-16 46.24".: ',-,.. B3/DWW Temporary Dewatering Wel Installation Phas 24-Apr-15 A 15-May-15A 100%! 8 B3/DWW Maintain Dewatering System Phase 63 15-May-15A 07-Apr-16 3421%; 152 20 Water Distnbution System Phase B-3 29,:'1,15A'08-Jan-16 86.03' 179 i 154 984an-18,W:. •Distrbution Sytem Phase B-3 B3/WD;12"DIP Water Main&Gate Valves Phase 63 ;29-May-15A 24-Jun-15A 100% 36 B3/WD:r DIP Water Main&Gate Valves Phase 83 111-8ep-15 A I 11-Sep-15 A 1 100%I 2 Bay Roaik-11-"MknFtrritIMITr46-11/MISIIIIIMirawwwwwmp 24-Dec-it.Pt as e B-3A',,,42+40 to Ste 47440 N.Bay Road ,7' • •-,••• B3NVD;Water Main Air Release Valve Sta 44+00(0 16-Jun-15A 16-Jun-15A 100%, 11 i . B3/WD;IT DIP Water Main Sta 42+40 to 47+40(S I 29-May-15A i 23-Jun-15A 1 100% 101 B3AND;Fire Hydrant Sta 47+27(Sub-Phase 3, t-4 '24-Jun-15A ,25-Jun-15A 1 100%[ 1; WAND;12"Gate Valve Sta 47+40(Sub-Phase 3A) 24-Jun-15A 25-Jun-15A 100%!, I 1; '''. B3AND;r DIP%Neter Main&Gate Vatie Sta 47+27,24-Jun-15A 125-Jun-15A 1 100%r 1 EMAND;2'Water Services(Sub-Phase 3A) 122-Jun-15A 113-Jul-15A 11 100%i 4 . 1 B3AND;Water Main Air Release Valve Sta 45+20(c 1 31-Jul-15A I 31-Jul-15A I 100%i 11 .. 133/WD:Water Main Flushing&Testing(Sub-Phas i 03-Sep-15A i 14-Sep-15A j 100%i 10 .4 133/WD;Water Meters&Meter Boxes(Sub-Phase r 08-Ditc-124-Dec-15 0%1 15 33.1111111111111 132i,AND;Wate'AI eters&Meter Boxes(Sub-Phase 3A) ...--_ ,-zrawysgppzoirtrsrfRnr-7,rnwrr-vcamr —"INr67V°'"—IIMII 28-Dec-15.Phase B43 Ste 47+40 to Ste 56.00 N1 Bay Roi 830181D;Water Main Air Release Valve Sta 48+13(0 31-Jul-15 A 31-J u1-15 A 100% 1' 133/WD;IT DIP Water Main Ste 47+40 to 58.00(S 1 13-Jul-15 A 111-Aug-15 A 100% 20 ..., I I am■I Remaining Level of Effort MIMI Actual Work IIIIIM Critical Remaining Work rm..,Summary Page 17 of 21 ■ Actual Level of Effort I■1 Remaining Work• •Milestone I::,-,, -1 WBS Summary Activity Lower North Bay Road Infrastructure Improvement Program 8B Classic wBS Layout w,WBS Summary Duration Activity Name '"-"'""" Start Finish Duration•• Original Total)ecember 2015 January 2016 February 2016 March 2016 Complete Duration Float 06 13 20 27 03 10 17 24 31 07 14 21 28 06 13 20 B3IWD;12"Gate Valve Sta 58+00(Sub-Phase 38) 11-Aug-15 A 11-Aug-15 A 100%! 1 i I • 83NVD;2"Water Services(Sub-Phase 3B) 12-Aug-15A 31-Aug-15A 100%; 14' B3/WD;8"DIP Water Main&Gate Valve Ste 52+0C 31-Aug-15A 101-Sap-15A 100% 1 r=has 3B) B3/WD;Fire Hydrant Sta 52+00(Sub-Phase 3B) 31-Aug-15A;01-Sep-15A 100%'. 1 B3/WD;8"DIP Water Main&Gate Valve Sta 56+48 01-Sep-15A t02-Sep-15A 100%! 1; ••ltas a 3B) B3/WD;Fire Hydrant Sta 56+48(Sub-Phase 38) 01-Sep-15A'02-Sep-15A 100%; 1 B3/WD;Water Main Flushing&Testing(Sub-Phase 03-Sep-15A 08-Dec-15 80%' 10 32 gi BBIWD;Water Main Flush g&Tes g(Su.Phase 3B) B3/WD:Water Meters&Meter Boxes(Sub-Phase 09-Dec-15 28-Dec-15 ' 0%' 15i 32 1111111=111/1 B3/WD;Wate Meters:Meter Boxes(Su. • ases36) PhastaiC Sta 58+00 to Sta 65+50 N.Bay R Jut-15A 08-Jan: r 154 e8-da 16,Pha.a B-35 Sta 58+00 Sta N. B3/WD;12"X 10"Tapping Sleeve&Valve Sta 65+6 06-Jul-15 A 10-Jul-15A 100%; 3 133/111/13;10"DIP Water Main Sta 65+50 to 65+80(S 10Jul-15A 10Jul15A 100%; 1 83/WD:12"Gate Valve Sta 65+50(Sub-Phase 3C)4_101ul-15A 10Jul-15A i 100%; iL 83/WD;Water Main Air Release Valve Ste 85+38(8 31Jul•1SA 31Jul-15A 100%I 1' 4. B3/WD;8'DIP Water Main&Gate Valle Sta 61+34 31Jul-15A 03-Aug-15A 100%I 1 B3/WD;Fire Hydrant Sta 61+34(Sub-Phase 3C) 03-Aug-15A 03-Aug-15A 100%1 1 — B3IWD;12"DIP Water Main Sta 85+50 to 58+00(S 13-Jul-15A 125-Sep-15 A 100%;13 to(Sub-Phase 3C) B3IWD;2"Water Services(Sub-Phase 3C) -18-Pug-15A,25-Sep1SA 100%I 14 WAND;Water Main Flushing&Testing(Sub-Phase 05-Oct-15A 17-Dec-15 0%l 10 24*ME B3MID Water Main-lushing Testn.(Sub-Phase;C) B3/WD;Water Meters&Meter Boxes(Sub-Phase 18-Dec-15 08-Jan-16 0% 15 24 •• '83ANe;Water eters•Meter Box:-(Sub-Phase 2 Phase 8-, +44 t_o Sts S+4Z unrest.µ 26"urn-, y,(7,4•u('15A,,.......-„-.1. 111t B3NVD;r X6 Tapping Sleeve&Vat a Sta 8+42(8 26-Jun-15A 30-Jun-15A 100%! 2 B3IWD;8"DIP Vdster Main&Gate Valle Sta 8+42. 01-Jul-15A 01-Jul-15A 100%? 1 B3AND;12"Gate Valle Sta 3+94 W.29th Street(Sr 15Jul-15A i 17Jul-15A 100%' 1, - B3/WD;12'DIP Water Mast Tle-in Sta 3+94 to 4+4. 15Jul•15A 17Jul-15A 100% 3 B3M/D;8"DIP Water Man Sta 6+42 to 4+44(Sub-I'01Jul-15A 17Jul-15A 100% 41 r 1,4-Dec-15.- 1 ' -16 ` o•,,; 11 ; . Pipe Phase B-3A Sta 42+70 to Sta 50+60 N.Bay Road 14-Dec-15 25-Mar-16 0%` B3/SD;Instal Storm Inlet D-3 Phase B3(Sub-Phas. 21-Dec-15 22-Dec-15 0%i 2 20 83/SD;Instal S,o Inlet) Crew Mobilzation Sub 14-Dec-15 19-Dec-15 0%, 8 20 Pi Crew Mobilzati,n Su ,, •3Phas.63(- . - e3AJ 83/SD;let tal42"RCP Storm Line from D-3 to D-4 23-Dec-15 24-Dec-15 0%i 2 20 63/SD,Instal 4 RCP S•rm Lin from D-3 to (Ou•?has 63/SD;Instal Storm Inlet D-4(Sub-Phase 3A) 26-Dec-15 29-Dec-15 0%; 2 20 83/SD:Ins.a Storm I let D-4 Sub-Phase 3) B3/SD;lnstal42"RCP Storm Line from D-4 to 0-8 30-Dec-15 04-Jan-16 0%I 3 20 63/SD;In.tal 42"'CP St.rm Line from r 4 tq D-I(Su 03/130;Instal Storm Manhole D-6(Sub-Phase 3A) 05-Jan-16 07Jan-16 0%1 3 20 63/SD;natal Surat Ma hole D-6(Su.Phase:A) B3/SD;Instal RCP Storm Line from D-6 to D-7 08-Jan-18 09-Jan-18 j 0%; 21 20 l r"RCP Storm Line fr•m D-6 to D-7 i � Instal B3/SD;Instal Storm Inlet D-7(Sub-Phase 3A) 11-Jan-16 52-.- i 2.Ian-16 0%; 2 20 D;Insta Storm nlet D-7(Su.Phase 3A) i B3/SD;Instal42"RCP Storm Line from D-7 to D-9 13-Jan-16 18-Jan-10 0%i 4 20 :;SD;I-tall 42"-CP Storm Li e from D-7 to B3/SD;Instal Storm Inlet D-9(Sub-Phase 3A) 19-Jan-16 20-Jan-16 I 0%I 2, 20 B3/SD;natal orm Inlet D-9 Sub-'Phase 3. B3/SD;Instal 18"A2000 Storm Line from D-7 to D-1 21-Jan-16 22-Jan-18 0%I 2 20 B3/S' Instal 8"A2000 Sto m Lire fr,m C B3/SD;Instal Storm Inlet 13-8(Sub-Phase 3A) 23-Jan-16 23-Jan-18 • 0%1 1 20 iit B3/S,;Instal Storm Inlet';(Sub-Phase 63/SD;Instal42"RCP Storm Line from D-9 to D-1( 25-Jan-16 i 27-Jan-16 } 0%; 3 20 I 63 D;Ins al 42"RCP •rm l/ne from 83/13D;Instal Storm Manhole D-10(Sub-Phase 3A) 28-Jan-18 i 29-Jan-16 0%: 2 20 ;:-.L SD;In.tall Storm M• hole,D-'0(S B3/SD;Instal 42"R C P Storm Line f r o m D-10 t o D-1 30-Jan-16 0� 3-Feb-16 i cm! 4 20 83/S. Instal 42"R.P Storm Line 63/SD;Instal Storm Inlet D-11(Sub-Phase 3A) 04-Feb-16 06-Feb-16 0%1 3 20 133/•D;Instal Stor Inlet D.11(8 3 y; 133/SD;Instal 47'RCP Storm Line from D-11 to D-1 08-Feb-16 :09-Feb-16 i 0% 2 20 -K-D;Instil • RC li St mn l B3/SD;Instal Storm Inlet 0-12(Sub-Phase 3A) 10-Feb-16 {11-Feb 11-Feb-18 0% 2 20 __ -.;Instal-torm inlet D-1 '. B3/SD;Instal 18"A2000 Storm Line from D-11 to D 12-Feb-16 117-Feb-18 ' 0%1 4, 20 '83/SD:Ins all 18"A2000 B3JSD;Instal Storm Inlet D-12C(Sub-Phase 3A) 18-Feb-16 ,1,1 b-16 1-- 0%! 11 20 ea.83/SD:to-at Siorrr tolet ■ Remaining Level of Effort Actual Work ■ Critical Remaining Work 1 ...Summary Page 18 of 21 ■ Actual Level of Effort IBM Remaining Work• •Milestone I I WBS Summary Activity Lower North Bay Road Infrastructure Improvement Program 8B Classic DIBS Layout wr WBS Summary Duration I Activity Name P,.;- ?_'. _. •` Duration% Original Total)ecember 2015 January 2016 February 2016 March 2016 _,m:._,,. - R e•°is. Qur�A(n, .bt !►III[ tR mom . � ' .• B3/SD;Instal 18'A2000 Storm Line from D-12C to ;:19-Feb-16 120-Feb-16 t 0%1 21 20 63/SD;I tat 1r •• • B3/SD;Instal Storm inlet D-12B(sub-Phase 3A) 22-Feb-18 122-Feb-18 0%1 11 20 63)5D;nstal,.. It B3/5D;Instal 4r RCP Storm Line from D-12 to D-1 23-Feb-16 24-Feb-16 0%1 21 20 63/S• Instill 4' RC 83/SD;Instal Storm Manhole 0-13(Sub-Phase 3A)1 25-Feb-16 126-Feb-16 0%; 2 i 20 - •;In 4a1 al=orn B3/SD;Instal 42'RCP Storm Line from D-13 to D-1 127-Feb-18 29-Feb-16 0%° t B3/SD;Instal Sto Manhole D-14(Sub-Phase 3A)i 01-Mar-16 ; Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout wi 5585 Summary Duration 1 Activity Name Finish Duration% Original Total)ecember 2015 I January 2016 February 2016 I March 2016 Complete,,Duraboti Fioat-,06 113 120 127 103 110 17 124[31 1 07 1 14 21 128 106 113 120 J: ---- B3/SD;Instal Storm Inlet E-8(Bub-Phase 38) 01-Apr-18 102-Apr-16 0%' 2 20 1 B3/SD;Instal 18"A2000 Storm Line from E-6 to 8-7,04-Apr-16 '05-Apr-16 0% 2, 20 B3/SD;Instal Storm Inlet E-7(Sub-Phase 38) 1,06-Apr-113 07-Apr-16 0% 2 20 1 1 63/SD;Install 36"A2000 Storm Line from E-2 to Ems.102-Apr-16 —108-Apr-16 0% 133/SD;Instal Storm Manhole E-3(Sub-Phase 36) t09-Apr-16 11-Apr-16 0% 21 11 B3/SD;Instal 38"A2000 Storm Line from E-3 to E-4 112-Apr-16 .13 Apr-16 0% 2: 11 B3/SD;Instal Storm Inlet E-4(Sub-Phase 38) 314-Apr-16 ;15-Apr-16 0% 2 11 B3/SD;Instal 36"A2000 Storm Line from E-4 to E-E 16-Apr-16 18-Apr-16 0% 2i 11 Seawall Outfall Modification 26-Mar-16 109-Apr-16 0% 13 !" B3/SW;Instal W.29th Street Outfal Manatee Grate Pha: 26-Mar-16 28-Mar-16 0% 2 56 - 83/SW;InstalAlon Road Outfal Manatee Grate Phase E;08-Apr-16 09-Apr-16 0%; 2 47 Earthwork 294.1ay-15A 25-Apr-16 58`. 531 Demucking for Utilities 29-May-15A 107-Apr-16 I 72.6& T38 B3/DMW;Demucking for Water Lines Phase B3 29-May-15A 113-Jul-15A 100%1 38 B3/DMW;Demucking for Storm Lines Phase B3 22-Jan-16 07-Apr-16 0% 65 20 -a- Excavation 118-Dec-15 25-Apr-16 0 • . 63/EX;Strip Topsol Phase B3 18-Dec-15 19-Dec-15 0%1 2 107 .1.B3/EX;Strip Topsoil Phases Bb 831EX,Excavate Road Bed Phase B-3A 26-Mar-16 104-Apr-18 0% 8 30 'ell ' 83/EX;Excavate Road Bed Phase 8-38 19-Apr-16 '25-Apr-16 0% 6 11 Subgrade&Base -3-Apr-16 09-May-16 0 Stabilized Subgrade - 02-May-16 0 B3/SG;12"Stabbed Subgrade Phase B-3A 05-Apr-16 11-Apr-16 0%' 61 30 ' B3/SG;1T Stabized Subgrade Phase 8-38 26-Apr-16 102-May-16 0% 6 11 LimerockBase I 12-Apr-16 i05-May-16 I 0 24, 15 B3/LB:8"Umerock Base Phase B-3A 12-Apr-16 '15-Apr-16 0%' 4{' 35 B3/LB;8"Umerock Base Phase B-38 03-May-16 109-May-16 0% 8I 11 Curbs.Walks&Driveways 08-Apr-16 •:,-16 0 381 11 1 Concrete Curbs 12-Apr-16 CU.-May-16 070 11 83/CC;24"Valey Gutter Curb Phase B-3A 112-Apr-16 115-Apr-16 0% 4 30 B3/CC;24"Valley Gutter Curb Phase 8-38 03-May-16 07-May-16 0% 5 11 _ Concrete Walks,Aprons&Flumes ;16-Apr-16 '17-May-16 ' 0%; 15 B3/CW;Sidewalk Repairs Phase B-3A 16-Apr-16 21-Apr-16 0% 5 30 B3/CW;Aprons&Fkimes Phase B-3A 22-Apr-16 125Apr-16 0% 3 34 B3/CW;Sidewalk Repairs Phase B-36 09-May-16 13-May-18 I — 0% 51 11 B3/CW;Aprons&Flumes Phase B3B 14-May-18 17-May-16 0% 3' 15 Concrete&Brick Paver Driveway 5 0; 38 MEI B31DW;6"Stamped Concrete Driveways Phase B-3A 08-Apr-18 13-Apr-16 0% 5 44 B3NW;6"Brick Paver Driveways Phase B 3A 22-Apr-18 29-Apr-16 0% 7 30 B3/DW;6"Stamped Concrete Driveways Phase B-38 14-May-16 19-May-16 0%' 5' 13 63IDW;Cr Brick Paver Driveways Phase 6-38 14-May-16 j 21-May-18 0% 7 11 Asphaltic Concrete Pavement&Pavement Milling 's-AFr-16 13-Flay-16 0 24, 18 Asphaltic Concrete Pavement 16 Apr-16 �3 May-16 0/' 24 14 B3/ACP;1-lIT Type S-I Asphak Pavement Phase 83A 118-Apr-111 19-Apr-16 0% 3 35 B3/ACP;1-1/2"Type S-I Asphak Pavement Phase B-3 10-May-16 13-May-16 0% 4 11 ' Milling Asphaltic Concrete Pavement 20-Apr-16 k' 83115IW;Miffing Asphat Pavement,Phase B3 20-Apr-16 21-Apr-16 0% 2 37 _Landscaping 23-May-16 03-Jun-16 1 0 10 11 ' B3/L&1;Final Dressing&Sodding Phase B3 ,23-May-16 03-Jun-16 0% 10 11 Renainkig Level of Effort MMI Actual Work MIN Critical Remaining Work . .Summary Page 20 of 21 Naar_Actual Level of Edon NMI Remaining Work• •Milestone e.....=:.,:..1 WBS Summary Activity • Lower North Bay Road Infrastructure Improvement Program 8B Classic WBS Layout w/WBS Summary Duration ,� % - - - ;.. •, c... i.::•. + _',arch 2016 Activity Name Start Finish Duration k •i sina Complete Duration .• priTrimrurrymmrwrimgoirirnsip- Phase III Final Paving&Contract Close-out 08-Feb-16 11-Ju1-16 0' 130 0 , B2/ACP;1"Type S-111 Asphalt Pavement Driveways Phase E 08-Feb-16 10-Feb-t6 0%L 3 87 =•ACP;1'Type S-III Asphalt B2/ACP; Type S-Ill Asphalt Pavement Driveways Phase E 20-Feb-16 23-Feb-16 0%! 31 77 B2/ACP;1"Type 5-111 B1/ACP;1"Type S-111 Asphalt Pavement Driveways Phase E 12-Apr-16 20-Apr-16 0%, S 20 83/ACP;1"Type S-111 Asphalt Pavement Driveways Phase E 20-Apr-16 23-Ap r-16 O%, 4; 35 — —— -I----- B3/ACP;1"Type S-Ill Asphalt Pavement Driveways Phase E 14-May-16 .'21-May-16 0%! 71 11 B1/ACP;1'Type 5-111 Asphalt Pavement Driveways Phase E 14-May-16 i 23-May-18 i 0%' 8E 0 C1/ACP;Asphek Speed Humps Phase C-1 i 06-Jun-16 08-Jun-16 0%1 3 i 27 Substantial Completion Phase C-1 Start Milestone 11-Jun-16 0%; 01 10 C1/ACP;1"Type S-Ill Asphalt Pavement Phase C-1 06-Jun-16 11-Jun-16 0%j 6j -0 C1/ACP;Stamped Asphalt Pavement Phase C-1 I13Jun-16 15-Jun-18 0%; 3f 6 C1/PM;Asphalt Cure Time for Thermoplastic Pavement Mar: !23-Jun-16 0%j 15( 0 C1/PM;Temporary/Permanent Pavement Marking Phase C- 13Jun-18 23Jun-16 0%! 10 0 CIIPL;Generate Punch List Items Phase C-1 13Jun-16 23Jun-16 0%i 10 0 Cl/fS;Instaladon Traffic Signs and Street Signs Phase C"1 16-Jun•16 02Jul-16 0%1 15 8 C1IPM;Permanent Pavement Marking Thermoplastic Phase 24 Jun-16 11JUF16 0%{ 14; 0 C1/PL;Punch List Phase C-1 13Jun-16 11Jul-16 0%, 24 0 Final Completion Milestone 11JuE16' 0�% 0 0 —;.,, CIIPL;Complete Punch List Items&Final Subnittals Phase 124Jun-16 !11-Jul-16 0%1 14 0 ■tttt Remaining Level of Effort Actual Work IMMIIII Critical Remaining Work_►Summary Page 21 of 21 ∎ Actual Level of Effort Remaking Work• •Milestone I I WBS Summary Activity i + i .' ly t hi i1a ,�mtim r 15 L. Qm oz -a n FZS un x j :j.. li c z''a13 ZF Ym3<,f Q 0 � oo m Q W ,,^ Q z ! 0 CO S zoo < uZ:>o�au Z SOS e: I—a ;� F a tic UI u!• 1141,1; Jr�azto�p�= i iZ Q 2F F J N y 0 i _ : :.g a°L Z Lblci° C3 m `a U k• O'z °n, Z� 1,z' o r9 Iu w 3. t aa<-0. < F°o < WW PE 81 N u - Q .0 a o I a� F �� Q �ka X . M f 1 i–unit w ED 0 1 I " Z O t t h "' l V k t • • ; ,, ' ' ="4 r.,.0„. ..... . ,O 1 _._ 41! is,1t8 h O y q - _. r• Q W, A 4 ` Y`ti`.. �- _ i RX} �� 3 .1=. .., ,...,..3,, ', :: . . . , . )11!.../ ,„, Et .,, N. ........,:-.-...4.-.---.-: . . "-- ',-.-.'",----.------ s .., ....e''. 1.1"--1-1;,1- '-- $116 kiV 0 \.., g ' -,., -,..,-v;k:,:i....tv:zii,,,,..:.::',,-0:_-_,--:::■.- _---_,?,:. '-f,.., -. --_ ., .4,.... ,,, lit ... „... .. , , ,,,,,,,.„.„.„ ,,, „,,,,_.„-:. •,...i.- • 4,„>: '4e:'.. ",., . 7:, � +J l,o `.r yr -'Y s �� 4 0:- , 1, . .0!, . -.. •.•- . \;.. ': ...\- I- "lf, fr_7111... 3 :t.'"* • . 1, ,' 'C.% - - ■ _ t_ .5.-_', ...s...:: ' Vic''" G=.--- .� , , firs*Ir- . i_ i IL r 1 k+i ' 1 •- , ', Z‘, -1.tR4-6, . lie i_ri � • 0 -1 - - -*Arr.c..1 te, Rtgt1 ie ' r a y -�� v of t / ..__ f N 1�'i . o r` E�_ i •rt•+ N„n d .�, ►rj .� ;"': — O �n+. 'fit a s —= i Z C 2t rv.8 ika" , ' • a i to r ■ Premium Time 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 Summary 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 Waste Management ` Medley Landfill WASTE MANAGEMENT 9350 N�V89`"Avenue Medley,Florida 33178 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 20th 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 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 questions, please feel free to contact me at (305) 793-2558. Sincerely, George Cubas George Cubas Waste Management Industrial Account Manager Page 2 of 3 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 FLO DAti!►c- 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 s 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 FLORIDACIVIL, 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 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 60,000.00T (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 12,000.00T 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 FLORIDAD IL 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 16,200.00T 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 Thank you for the opportunity to provide this Total $189,942.25 proposal. If you have any questions please call me at any time. -Matt 954.661.4444 Page 3