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2016-29682 Reso RESOLUTION NO. 2016-29682 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA,APPROVING AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A CHANGE ORDER TO THE AGREEMENT WITH DAVID MANCINI & SONS, INC., DATED AUGUST 24, 2015 (THE "AGREEMENT"), SAID CHANGE ORDER IN THE AMOUNT OF $899,976.79; PLUS A $89,997.68 OWNER'S PROJECT CONTINGENCY; FOR A GRAND TOTAL OF $989,974.47; IN ORDER TO EXPAND THE CURRENT SCOPE OF THE 54" REDUNDANT SEWER FORCE MAIN PROJECT TO INCLUDE THE INSTALLATION OF AN ADDITIONAL 36" LINE, LINE STOP, PLUG VALVES, FLOW METER AND AN EMERGENCY DISCHARGE CONNECTION IN ORDER TO FACILITATE THE ABILITY TO SHUT DOWN THE FORCE MAIN SOUTH OF 17TH STREET AND TO FACILITATE MULTI-DIRECTIONAL FLOW OPERATION OF PUMP STATION NO. 1. WHEREAS, in February of 2012, Pure Technologies, the City's consultant in this matter, submitted a Condition Assessment Report of the existing 54" Pre-Stressed Concrete Cylinder Pipe (PCCP) force main connecting to the Government Cut force main; and WHEREAS, at that time it was discovered of the 260 pipes analyzed, 8 pipes (3%) were found with electromagnetic anomalies representing broken steel pre-stressing wire wraps; and WHEREAS,although these anomalies do not pose an imminent threat to the performance of the City's sanitary sewer service, a redundant 54"force main would ensure sanitary sewer service in the event of an emergency or during maintenance; and WHEREAS, the force main is of importance since the existing 54"force main conveys the City's entire sanitary sewer to the water treatment plant on Virginia Key; and WHEREAS, in addition, the intent would be to rehabilitate the existing 54" force main's electromagnetic anomalies after bringing the proposed 54" force main into service; and WHEREAS, in July 8th, 2015, the City Commission awarded the Contract for Design Build Services for 54" Redundant Sewer Force Main (RFP NO. 2014-253-YG)to David Mancini & Sons, Inc. (DMSI) , (the"Agreement")for Phase I—to include an open cut installation at Commerce Street and Washington Avenue,which phase was completed in September of 2015;and for Phase II of the Project to include an open cut installation on 11th Street from Pump Station No.1 to Euclid Avenue; and WHEREAS, on January 13th 2016 the City Commission approved a change order for the amount of$6,781,513.00(Resolution No. 2016-29271)to expand project scope in order to conduct the existing water, sewer, stormwater infrastructure replacement, refurbishing of Pump Station No. 1, and street improvements on the 11th Street from Euclid Ave. to Jefferson Ave. thus bringing the total amount of funding for the project to $17,263,513.00, this additional work is scheduled to be completed in March of 2017; and WHEREAS, the condition of 30" Force Main that connects Pump Station No. 1 and Pump Station No. 17 requires urgent pipe replacement, and in order to conduct the shut off, and the replacement of the 30"force main, a 30" line stop and 30" plug valve must be installed at Meridian Avenue, and the installation of an additional 36" plug valve at 11th Street; and WHEREAS, currently, DMSI is undergoing an open cut installation of the 54" Redundant Force Main and Pump Station No. 1 to refurbish the stormwater pipes along 11th Street; and WHEREAS, in order to facilitate multi-directional flow operation of Pump Station No. 1 an additional 24" Plug Valve and Sleeve must be installed and it would efficient and cost effective to implement the above changes while the work on the 11th Street is proceeding; and WHEREAS, installation of a new 24"Meter at Pump Station No. 1 will also require additional installation of four 24" plug valves (two on each side of the meter and two for a bypass) and a 12" valve for the emergency discharge connection to the existing 30" Force Main; and WHEREAS, the extension of 420 I.f. of 36" diameter force main will allow for future redundancy; and WHEREAS,the proposed scope of work identified above for the change order is within the same geographic area of DMSI's original scope of work; and WHEREAS,the City's consultant,AECOM,and the City's design criteria professional(Public Works Director) have reviewed the modifications and concurs with the recommendations and changes in scope. NOW,THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND THE CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, approve and authorize the Mayor and City Clerk to execute a change order to the agreement with David Mancini &Sons, Inc., dated August 24, 2015(the"Agreement"), said change order in the amount of$899,976.79; plus a$89,997.68 owner's project contingency; for a grand total of $989,974.47; in order to expand the current scope of the 54" Redundant Sewer Force Main Project to include the installation of an additional 36" line, line stop, plug valves, flow meter and an emergency discharge connection in order to facilitate the ability to shut down the force main south of 17th Street and to facilitate multi-directional flow operation of Pump Station No. 1. PASSED AND ADOPTED this 1/ day of December, 201 ATTEST: /' /.` i 4 17-, to i C"itui ip ev ayor 4 I Rafael Granado, City C erk '�Q` . "' ��'# • • • y * E •, APPROVED AS TO .INCORP 0•4- FORM & LANGUAGE T:WGENDA\2016\December\PUBLIC W ol8d'{2FM ncy Cdi ==der Reso.doc . &FO/EXECU I s N % 5 " 1.4 . AV( N .2 ;I>v A rr~e Dote • Resolutions - R7 I MIAMI BEACH COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Jimmy L. Morales, City Manager DATE: December 14, 2016 SUBJECT: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A CHANGE ORDER TO THE AGREEMENT WITH DAVID MANCINI & SONS, INC., DATED AUGUST 24, 2015 (THE "AGREEMENT"), WHICH CHANGE ORDER IS IN THE AMOUNT OF $899,976.79; PLUS A $89,997.68 OWNER'S PROJECT CONTINGENCY; FOR A GRAND TOTAL OF $989,974.47 IN. ORDER TO EXPAND THE CURRENT SCOPE OF THE 54" REDUNDANT SEWER FORCE MAIN PROJECT TO INCLUDE THE INSTALLATION OF AN ADDITIONAL 36" LINE, LINE STOP, PLUG VALVES, FLOW METER AND AN EMERGENCY DISCHARGE CONNECTION IN ORDER TO FACILITATE THE ABILITY TO SHUT DOWN THE FORCE MAIN SOUTH OF 17TH STREET AND TO FACILITATE MULTI-DIRECTIONAL FLOW OPERATION OF PUMP STATION NO. 1. RECOMMENDATION The Administration recommends that the Mayor and City Commission of the City of Miami Beach, Florida accept the recommendation of the City Manager to approve the Change Order for expanding the original scope of the Contract for Design Build Services for the 54" Redundant Sewer Force Main (RFP No. 2014-253-YG)to David Mancini &Sons, Inc. with the scope modifications negotiated. ANALYSIS On February of 2012, Pure Technologies, the City's consultant in this matter, submitted a Condition Assessment Report of the existing 54" Pre-Stressed Concrete Cylinder Pipe (PCCP) force main connecting to the Government Cut force main. It was discovered of the 260 pipes analyzed, 8 pipes (3%) were found with electromagnetic anomalies representing broken steel pre-stressing wire wraps. Although these anomalies do not pose an imminent threat to the performance of the City's sanitary sewer service, a redundant 54" force main would ensure sanitary sewer service in the event of an emergency or during maintenance. The force main is of importance since the existing 54" force main conveys the City's entire sanitary sewer to the water treatment plant on Virginia Key. In addition the intent would be to rehabilitate the existing 54" force main's electromagnetic anomalies after bringing the proposed 54" force main into service. On July 8th, 2015 The City Commission awarded the Contract for Design Build Services for 54" Page 900 of 1191 Redundant Sewer Force Main (RFP NO. 2014-253-YG) to David Mancini & Sons, Inc. Phase I — an open cut installation at Commerce Street and Washington Avenue was completed in September of 2015. Phase I I of the Project is an open cut installation on 11th Street from Pump Station No.1 to Euclid Avenue. On January 13th 2016 the City Commission approved a change order for the amount of $6,781,513.00 (Resolution No. 2016-29271) to expand project scope in order to conduct the existing water, sewer, stormwater infrastructure replacement, refurbishing of Pump Station No. 1, and street improvements on the 11th Street from Euclid Ave. to Jefferson Ave. thus bringing the total amount of funding for the project to $17,263,513.00. This additional work is scheduled to be completed in March of 2017. PROPOSAL The condition of 30" force main that connects Pump Station No. 1 and Pump Station No. 17 is more than 70 years old and may need replacement in the near future. The condition assessment indicates that this pipe is reduced in thickness and in order to connect the 54" Force Main a shut off of the system is needed. In order to conduct the shut off and the replacement of the 30" force main, a 30" line stop and a 30" plug valve must be installed at Meridian Avenue and an additional 36" plug valve at 11th Street. In order to facilitate multi-directional flow operation of the lift station, an additional 24" plug valve and sleeve must be installed. Installation of a new 24" meter at the lift station will also require additional installation of three 24" plug valves (two on each side of the meter and one for a bypass) and a 12" valve for the emergency discharge connection to the existing 30" force main. To provide for future flow and redundant operation of the system, the installation of 420 linear feet of 36" diameter pipe is needed. To avoid future open cutting of the road, this line will be extended from the lift station westwards to the project limits of 11th Street at Jefferson Avenue. Currently an open cut installation of the 54" redundant force main and Pump Station No. 1 refurbishing is being conducted on the 11th Street project is ongoing. It would be highly beneficial from both financial and time perspectives to implement the above changes while the work on the 11th Street is on-going. Proposed change order amount is $899,976.79 plus a $89,997.68 owner's project contingency for a grand total of$989,974.47. AECOM, the Engineer of Record has reviewed the modifications and concurs with the recommendations and changes in scope. CONCLUSION The Administration recommends that the Mayor and City Commission of the City of Miami Beach, Florida accept the recommendation of the City Manager to approve the Change Order for expanding the current scope of the Contract for Design Build Services for 54" Redundant Sewer Force Main (RFP No. 2014-253-YG) to David Mancini & Sons, Inc. with the scope modifications negotiated. Page 901 of 1191 FINANCIAL INFORMATION $989,974.47 Line of Credit — Water and Sewer — To be repaid with Water and Sewer Bonds, contingent the next capital budget amendment meeting. Legislative Tracking Public Works ATTACHMENTS: Description o updated scope of work Page 902 of 1191 RFC() # 4: Installation of 24" flow meter and emergency discharge connection for the PS#1 Oda(leo) CONTRACTOR: David Mancini & Sons, Inc. (DMSI) Date: 10/17/2016 'I�/1Y 1 \IVOM 61/6 Iv per SONS,INC. SUMMARY OF DIRECT COSTS ■ TOTAL LABOR $ 18,398.81 TOTAL EQUIPMENT $ 15,967.71 TOTAL MATERIAL $ 153,275.36 TOTAL SUB AND OTHER $ 5,000.00 SUBTOTAL $ 192,641.88 CONTRACTOR'S FEE(17.5%) $ 33,712.33 TOTAL DIRECT COSTS $ 226,354.21 Bonds & Insurance (1%) S 2,263.54 [TOTAL COST $ 228,617.76 I • Page 903 of 1191 RFCO It 4:Installation of 24"flow meter and emergency discharge connection for the LABOR COSTS-Daily .,A�..., ;,. li LABOR BURDEN MULTIPLIER(LBM) " r ,, x"`°"" �,i"j�r'";P%r �� s ( J 70 77/ SUMMARY LABOR C0ST5? 'rt� Socle Se Cgi. F ContnZLtioxns Rt.tctSe arj.04! . «7µ „t'` Pd i r0() r . bN.n Y jy4t V3 P"t ' 65 { 4 - l ww. i 4•'.a kc 3 r ,_ 3 r 4 SFP )�ISJ ON r i $ a� OS1574 fr " ,i,,',4,..',!?, .',', ..' E cd I .VUnempoyf , �A 1 , r ; � Q°4 + VIAINLMEC P VV L 4` 5597' VJOrk,en�� onp 1. Lan . # ir q's , aSlvCE:MW.Y a,ai .S, ,d 4Lje l se3 c 0,gf2iQ 1RT0 'IQN s�1 i0 8 r ,fit a C Re l�f�, fi , , , terrege .. .,,,,,, ...,,sL,'.2 0.1::..?,?kt. .1, 1. ,W rAL DAgfri ABOR $1 '18 398 81d I VACATION MULTIPLIER(VM) 8.98% o S{k L4e�a s.11 VSee'0 I9% f,&2 e °&�,� r ,✓�-2-0.J' r'+yVai tt49+12 var,e�k.r?1,ieri d t5 ,�,s 40 'j $01- q# 111-14 tolt52}...�, �_,A 1 ?bYk'i SUPERVISION Hourly Rate Burden(LBM+VM) Hrs. Total Daily Cost Project Manager $ 66.13 1.798 8.00 $ 950.95 Superintendant $ 58.52 1.798 16.00 $ 1,683.04 Administrator(PIO) $ 102.25 1.798 2.00 $ 367.59 SUBTOTAL $ 3,001.57 • REG Total OTTotal MAINLINE CREW-Water Main Hourly Rate Overtime Rate Burden(LBM+VM) Reg.Hrs Cost OT Hrs. Cost Foreman $ 40.00 1.50 $ 60.00 1,798 32.00 $ 2,300.80 ' 8.00 $ 862.80 Foreman $ 40.00 1.50 .$ 60.00 1.798 0.00 $ - 0.00 $ - Backhoe Operator $ 24.00 1.60 $ 36.00 1.798 32.00 $ 1,380.48 8.00 $ 517.68 Loader Operator $ 18.00 1.50 $ 27.00 1.798 32.00 $ 1,035.36 8.00 $ 388.26 Plpelayer $ 19.00 1.50 $ 28.50 1.798 32.00 $ 1,092.88 8.00 $ 409.83 Tallman 1 $ 17.00 1.50 $ 25.50 1.798 32.00 $ 977.84 8.00 $ 366.69 . Tallman 2 $ 17.50 1.50 $ 26.25 1.798 0.00 $ - 0.00 $ - Hillman $ 15.50 1.50 $ 23.25 1.798 32.00 $ 891.56 8.00 $ 334.34 • Laborer 1 5 16.00 1.50 $ 24.00 1.798 32.00 $ 920.32 8.00 $ 345.12 Laborer 2 '$ 13.09 1.50 $ 19.64 1.798 32.00 $ 752.94 8.00 $ 282.35 Laborer 3 $ 13.09 1.50 $ 19.64 1.798 32.00 $ 752.94 8.00 $ 282.35 Laborer 4 $ 13.09 1.50 $ 19.64 1.798 0.00 $ - 0.00 $ _ Truck Driver $ 19.00 1.50 $ 28.50 1.798 32.00 $ 1,092.88 8.00 $ 409.83 SUBTOTAL $11,197.99 $ 4,199.25 Page 904 of 1191 . . 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OAKLAND PARK FL 33309 (954) 772-7343 Fax: (954) 772-0443 Mobile:(954) 275-4547 Representative: MICK CLARK Job Information: Job Name: DMSI 24 PS NEIGHB 10 A Customer: Address: Address2: City/St/Zip: Contact: Phone: ( ) 000-0000 Fax: ( ) 000-0000 Email: Location: MIAMI BEACH Engineer: Bid date: 11116/16 Delivery Information: Delivery Location: Delivery Location 2: Date Required: Method of Shipment: Notes: Date Printed: 11/16/16 Page No. 1 Page 908 of 1191 I i d r : �a it(. i j v r 5 . ai LWATERWRKSV SUr,Par qe r?/ " a . 4sP 4!r PS Bid#: MBC15713346 Job Name: DMSI 24 PS NEIGHB 10 A Salesman: MICK CLARK Location: MIAMI BEACH Branch: HD SUPPLY WATERWORKS Customer: Phone: (954)772-7343 Engineer: Fax: (954)752-8818 Bid date: 11/16/16 . Mobile: (954)275-4547 Seq# Qty Description Units Price Ext. Price 10 40 24 DIP CL 52 EPDXYLINED FT 118.00 4,720,00 20 40 12 DIP CL 52 EPDXYLINED FT 55.00 2,200.00 30 1 POLYWRAP F/24 DIP EA 250.00 250.00 40 1 2X100'TAPE F/POLYWRAP EA 5.00 5.00 60 5 24" FLG PV W. BSO 2"OP NUT EA 11,250.00 56,250.00 70 1 12 MJ 118 PLUG VLV EPDXY WITH EA 2,030.00 2,030.00 GEAR AND NUT 80 6 7635 SEWER VALVE BOX& COVER EA 175.00 1,050.00 90 6 3'VLV STEM EXT W/CNT RING EA 100.00 600.00 100 6 TOURQUE LIMIT DEVICE EA 1,000.00 6,000.00 120 1 30X24 MJ REDUCER EPDXYLINED EA 1,555.00 1,555.00 • 130 1 24X12 MJ TEE PDXYLINED EA 1,375.00 1,375.00 140 2 24 MJ 45 BEND(I) DI C153 P401 EA 1,575.00 3,150.00 150 2 24 FLG TEE PDXYLINED EA 3,450.00 6,900.00 160 2 24 FLG 90 BEND (I) P401/PRIME EA 2,463.00 4,926.00 C110 DI-401 LINED/PRIME COATED 170 5 24 MEGAFLANGE 2124 EA 2,150.00 10,750.00 _ 316SS 190 1 24" FLGXPE 19'EPDXY LINED EA 4,965.00 4,965.00 200 2 24 FLGXPE DI PIPE 60 (EPDXY) EA 1,875.00 3,750.00 210 13 24X1/8 FLG ACC NEO FF 316SS EA 500.00 6,500,00 220 5 12 EBAA MEGALUG MJ DI 1112 RST EA 72.00 360.00 F/DI PIPE , BLACK 230 5 12 MJ REGULAR ACC SET LIGLAND EA 20.00 100.00 . (LESS GLAND) 240 8 24 EBAA MEGALUG MJ DI 1124 RST EA 310.00 2,480.00 - F/DI PIPE, BLACK 250 8 24 MJ REGULAR ACC SET L/GLAND EA 35.00 280.00 LESS GLAND • 260 1 30 EBAA MEGALUG MJ DI 1130 RST EA 715.00 715.00 F/DI PIPE , BLACK 270 1 30 MJ REGULAR ACC SET LIGLAND EA 80.00 80.00 LESS GLAND • 290 1 24" FLG SEWER METER EA 10,785.00 10,785.00 Date Printed: 11/16/16 Page No. 2 Page 909 of 1191 • Job Name: DMSI 24 PS NEIGHB 10 A HD SUPPLY WATERWORKS Seq# Qty Description Units Price Ext. Price PUMP OUT 320 1 12 MJ 90 BEND(I)DI C153 P401 EA 420.00 420.00 330 1 12 FLGXPE DI PIPE 6'0" EPDXY EA 720.00 720.00 340 1 12 BLIND FLANGE (I) P401/PRIME EA 420.00 420.00 C110 DI-401 LINED/PRIME COATED 350 1 12X1/8 FLG ACC NEOPRE FF 316SS EA 120.00 120.00 360 1 12 FLG FF TORUSEAL GASKET EA 25.00 25.00 370 20 20 C905 DR25 PR165 PIPE(G)BLUE FT 40.00 800.00 MARKINGS PC100 OR PC165 380 1 USF 310-A RING AND COVER EA 425.00 425.00 Sub Total $134,706.00 Bid Totals Tax $8,082.36 Bid Total $142,788.36 • • • Date Printed: 11/16/16 Page No. 3 Page 910 of 1191