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2017-29951 Resolution RESOLUTION NO. 2017-29951 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE CITY MANAGER TO NEGOTIATE AMENDMENT NO. 1 (WORK ORDER NO. 043715.03) TO THE INDIAN CREEK STORM WATER IMPROVEMENTS PROJECT, FROM 25TH TO 41ST STREET, UTILIZING THE COMPETITIVELY BID NATIONAL JOINT POWER ALLIANCE (NJPA) COOPERATIVE CONTRACT FOR CONSTRUCTION SERVICES WITH THE GORDIAN GROUP, APPROVED PURSUANT TO RESOLUTION NO. 2016-29521; AND SAID AMENDMENT WILL PERMIT, AT A COST OF $9,000,000.00 TO THE CITY, TO CONTINUE DRAINAGE IMPROVEMENTS ALONG INDIAN CREEK DRIVE. WHEREAS, the City Commission approved Resolution No. 2016-29332 on March 9, 2016, and approved a Department Funded Agreement with the Florida Department of Transportation (FDOT) for the cost sharing of a construction project on Indian Creek Drive, from 26th to 41st Streets (the "Project"); and WHEREAS, the respective proportionate share percentages for the Project cost are 78.7% for FDOT, and 21.3% for the City, with a combined Project cost estimate of $25,000,000, in which the City is capable of procuring the construction of the entire drainage system portion through the competitively bid National Joint Powers Alliance (NJPA); and WHEREAS, the estimated drainage cost was $11,000,000, which was based on FDOT average prices and conceptual plans generated by FDOT's consultant, Ribbeck Engineering, Inc.; and WHEREAS, at its July 20, 2016 meeting, the City Commission approved Resolution No. 2016-29521 for the Indian Creek Drive Storm Water Improvements, from 26th to 41st Streets, having an initial estimated construction cost of $3,000,000, including a ten percent (10%) contingency, and further authorized the City Manager to procure the Project construction services utilizing the competitively bid National Joint Powers Alliance (NJPA) Cooperative Contract for Construction Services with the Gordian Group; and WHEREAS, at the time, it was stated that the $3,000,000 was only a portion of the entire drainage system, and additional funding was going to be necessary to complete the drainage work; and WHEREAS, due to complexity and urgency of the Project, the Administration recommended engaging David Mancini and Sons, Inc. (DMSI), as the NJPA approved construction firm responsible in building the storm water drainage system; and WHEREAS, the City Commission approved Resolution No. 2017-29839 on April 26, 2017, approving Ribbeck Engineering, Inc. to prepare a set of interim construction plans, from 25th to 26th Streets and 26th to 41st Streets, including side streets along the entire project limits; and WHEREAS, the interim construction plans were required in order to construct a 72 inch diameter main trunk along Indian Creek Drive, as well as to provide drainage improvements along the aforementioned side streets by increasing the existing drainage lines to 24 inches; and WHEREAS, the interim construction plans were to follow FDOT design criteria, and those City contract requirements; and WHEREAS, as a result of the latest drainage and roadway plans for the entire Project, a new total cost estimate has been generated for $33.1 million, of which $17.7 million, is the cost for completing the drainage work; and WHEREAS, this escalation in cost includes the addition of a drainage push button project at 26th Street and Collins that was requested by FDOT, 140 additional drainage structures, one additional pollution control structure, and 2400 additional linear feet of drainage pipes ranging in size from 18 to 72 inches in diameter; and WHEREAS, the original cost estimate was based on conceptual plans that did not account for utility conflicts, pump station design changes due to requirements from the County Department of Environmental Resources Management, and harmonization for each property along Indian Creek Drive and some of the side streets; and WHEREAS, as the City continues with the acquisition of properties along Indian Creek Drive, i t has been determined that the cost to build a continuous seawall is approximately $8,000,000, which will need to be funded independently of the DFA Agreement; and WHEREAS, the seawall construction cost was not included as part of the original DFA cost estimate; however, the State was willing to allow the City to use the seawall cost toward our $5 million contribution, if the Project was completed within the $25 million budget; and WHEREAS, the DFA cost estimate did include a barrier wall that would enable the roadway to be elevated. However, based upon the conceptual design, it was contemplated that there would either be a seawall or the barrier wall, depending upon the property ownership; and WHEREAS, FDOT has informed the City that the barrier wall will need to be continuous along the Project, thereby removing funding that could have been used for other portions of the Project; and WHEREAS, currently, the Administration is in conversations with FDOT trying to agree to the same cost share percentages for the additional cost, in which FDOT would pay for 78.7%, and the City 21.3%; and WHEREAS, in an effort to continue with the drainage work and avoid Project delays, staff is requesting the City Commission authorize the City Manager to negotiate Amendment No. 1 to the Indian Creek Storm Water Improvements, from 25th to 41st Streets Project, utilizing the competitively bid NJPA Cooperative Contract for Construction Services with the Gordian Group (approved pursuant to Resolution No. 2016-29521), and this Amendment will represent a cost to the City of$9,000,000, which will only cover part of the drainage work based on the latest cost estimate; and WHEREAS, by approving this $9,000,000 Amendment, the City will stay within the original cost estimate and, at the same time, staff will continue the negotiations with FDOT; and WHEREAS, the City Engineer's and Design Engineer (Engineer of Record) issued an opinion of probable construction cost, which has been determined that the cost for this next phase of the Project will be in the amount of $9,000,000, and it is considered reasonable for the type of work that will be accomplished. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby approve and authorize the City Manager to negotiate Amendment No. 1 (Work Order No. 043715.03 ) to the Indian Creek Storm Water Improvements Project, from 25th to 41st Streets, utilizing the competitively bid National Joint Power Alliance (NJPA) Cooperative Contract for Construction Services with the Gordian Group (approved pursuant to Resolution No. 2016-29521), and said amendment will permit, at a cost of $9,000,000.00 to the City, to continue drainage improvements along Indian Creek Drive. /q4/7 PASSED AND ADOPTED this a4 day of 2017. ATTEST: I / .0, Ai _....P L.--'414.. AOC felk...147 Rafael ..ranado, City Clerk ..�� .ySy *'INCORP ORATED' * : 1 APPROVE,D GAUSATGOE\ i- h_ ' 4"• _ �° h'C,H26g °+.. FOR,, _ 4/ • ` CLITION 0.,, ,,.....oty- Got—.4.y.//? T:WGENDA\2017\7-July\Public Works\Indian Creek Gordian Group. RESO.docx Resolutions - R7 Q MIAMI B COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Jimmy L. Morales, City Manager DATE: July 26, 2017 SUBJECT A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, AUTHORIZING THE CITY MANAGER TO NEGOTIATE AMENDMENT NO. 1 TO THE INDIAN CREEK STORM WATER IMPROVEMENTS FROM 25TH TO 41ST STREET PROJECT UTILIZING THE COMPETITIVELY BID NATIONAL JOINT POWER ALLIANCE (NJPA) COOPERATIVE CONTRACT FOR CONSTRUCTION SERVICES WITH THE GORDIAN GROUP, APPROVED PURSUANT TO RESOLUTION NO. 2016-29521, FOR THE PROJECT; SAID AMENDMENT IN THE AMOUNT OF $9,000,000 TO CONTINUE DRAINAGE IMPROVEMENTS ALONG INDIAN CREEK DRIVE. RECOMMENDATION The Administration recommends approving the Resolution. ANALYSIS At its March 9, 2016 meeting, the City Commission approved Resolution No. 2016-29332, approving a Department Funded Agreement with the Florida Department of Transportation (FDOT)for the cost sharing of a construction project on Indian Creek Drive, from 26th to 41st Streets. The respective proportionate share percentages for the cost are 78.7%for FDOT and 21.3%for the City, with a total project cost estimate of 25 million dollars, in which the City is capable of procuring the construction of the entire drainage system portion through the competitively bid National Joint Powers Alliance (NJPA). The estimated drainage cost was 11 million dollars which was based on FDOT average prices and conceptual plans generated by FDOT's consultant Ribbeck Engineering, Inc. At its July 20, 2016 meeting, the City Commission approved Resolution No. 2016-29521, the Indian Creek Drive storm water improvements from 26th to 41st Street (Project), having an initial estimated construction cost of $3,000,000, including a ten percent (10%) contingency, and further authorizing the City Manager to procure Project construction services utilizing the competitively bid National Joint Powers Alliance (NJPA) Cooperative contract for construction services with the Gordian Group. At the time, it was stated that the 3,000,000 was only a portion of the entire drainage system and additional funding was going to be necessary to complete the drainage work. Due to complexity and urgency of this Project, the Administration recommended engaging David Mancini and Sons, Inc. (DMSI) as the NJPA approved construction firm responsible in building the storm water drainage system which included a trunk line plus the drainage structures with the intention of providing the first line of defense against high tides. Currently, Indian Creek Drive serves as a major evacuation route during an emergency event. DMSI was chosen based on previous good work completed on time and on budget through out the entire city. Page 1953 of 2856 On April, 26, 2017, the City Commission approved Resolution No. 2017-29839, approving Ribbeck Engineering, Inc. to prepare a set of Interim construction plans from 25th to 26th Street and 26th to 41st Street including side streets along the entire project limits. The interim construction plans were required in order to construct a 72 inch diameter main trunk along Indian Creek Drive as well as to provide drainage improvements along the aforementioned side streets by upsizing the existing drainage lines to 24 inches. The design of pump station structure was to be part of the interim plans as well. The interim construction plans were to follow FDOT design criteria as well as City of Miami Beach contract requirements. As a result of the latest drainage and roadway plans for the entire project, a new total cost estimate has been generated for 33.1 million dollars of which 17.7 million dollars is the cost for completing the drainage work. This escalation in cost includes the addition of a drainage push button project at 26th Street and Collins requested by F DOT, 140 additional drainage structures, one additional pollution control structure, and 2400 additional linear feet of drainage pipes ranging in size from 18 to 72 inches in diameter. As mentioned before, the original cost estimate was based on conceptual plans which did not account for utility conflicts, pump station design changes due to requirements from the County Department of Environmental Resources Management, and harmonization for each property along Indian Creek Drive and some of the side streets. As the City continues with the acquisition of properties along Indian Creek, has been determined that the cost to build a continuous seawall is approximately 8 million dollars which will need to be funded independently of the DFA agreement. The seawall construction cost was not included as part of the original DFA cost estimate; however the State was willing to allow the City to use the seawall cost toward our $5M contribution if the project was completed within the $25M budget. The DFA cost estimate did include a barrier wall which would enable the roadway to be elevated. During the conceptual design the idea was to have either a seawall or the barrier wall based upon the property ownership. FDOT has informed the City that the barrier wall will need to be continuous along the project removing funding that could have been used for the seawall. Currently, the Administration is in conversations with FDOT trying to agree to the same cost share percentages for the additional cost in which FDOT will pay for 78.7% and the City for 21.3%. In an effort to continue with the drainage work and avoid project delays, staff is requesting the Commission authorize the City Manager to negotiate amendment No. 1 to the Indian Creek Storm Water Improvements from 25th to 41st Street project utilizing the competitively bid NJPA cooperative contract for construction services with the Gordian Group, approved pursuant to Resolution No. 2016-29521 for the Project; said amendment in the amount of$9,000,000 which will only cover part of the drainage work based on the latest cost estimate. By approving this $9,000,000 amendment, the City will stay within the original cost estimate and at the same time staff will continue the negotiations with FDOT. In the event that any of the proposed business terms change, then the City Manager will bring those changes back to the City Commission for further approval. Based on the City Engineer's and Design Engineer (Engineer of Record) opinion of probable construction cost the cost for this next phase of the project is in the amount of $9,000,000 and it is considered reasonable for the type of work that is included. CONCLUSION The Administration recommends approving the Resolution authorizing the City Manager to approve Page 1954 of 2856 Work Order No. 043715.03 for the Construction of the Indian Creek Storm Water Pipe project. Amount 1 $9,000,000 Account 1 303-0815-069357-29-410-517-00-00-00- 21220 Legislative Tracking Public Works ATTACHMENTS: Description 0 Indian Creek backup attachments o account verification Page 1955 of 2856 424 C Work Order Signature Document THE GORDIAN GROUP NJPA EZIQC Contract No.: FL-MDCAU06-052014-DMS New Work Order © Modify an Existing Work Order Work Order Number.: 043715.03 Work Order Date: 06/19/2017 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension Owner Name: City of Miami Beach Contractor Name: David Mancini&Sons, Inc. Contact: Giancarlo Pena Contact: David Mancini Phone: 305-613-7000 ext 6343 Phone: 954 605 3982 Work to be Performed Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of NJPA EZIQC Contract No FL-MDCAU06-052014-DMS. Brief Work Order Description: The proposed storm water drain improvement project along Indian creek from 25th street to 41 st street is mitigate and address High tide and flooding. Time of Performance Estimated Start Date: 06/30/2017 Estimated Completetion Date:n Liquidated Damages Will apply: I I Will not apply: Work Order Firm Fixed Price: $9,000,000.00 Owner Purchase Order Number: Approvals / :'�' Z -zz • I �-- Owner Date Contractor Date Work Order Signature Document Page 1 of 1 6/19/2017 241QC Detailed Scope of Work THE GORDIAN GROUP To: David Mancini From: Giancarlo Pena No Data Input City of Miami Beach No Data Input 1700 Convention Center Drive No Data Input, Miami Beach, FL 33139 954 605 3982 305-613-7000 ext 6343 Date Printed: June 19,2017 Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension Brief Scope: The proposed storm water drain improvement project along Indian creek from 25th street to 41 st street is mitigate and address High tide and flooding. nPreliminary n Revised E Final The following items detail the scope of work as discussed at the site.All requirements necessary to accomplish the items set forth below shall be considered part of this scope of work. Scope is based on Plans and specification provided by RIBBECK ENGINEERING,INC. 14335 SW 120 STREET,SUITE 205 MIAMI,FLORIDA 33186 TEL. (305)383-5909 FBPE C.A.NO.27592 CARLOS F. RIBBECK,P.E. Sheets are as follows: Design is in progress. Contractor will adjust Construction proposal as needed to adjust for design changes and additions. Auditing of the porposal will follow up as the construction progresses. Price Proposal includes:payment and performance Bond,Pre-construction cleaning and mobilization of equipment, 72" duramaxx Pipe,exacation.backfilling, structures,Curb and silt fencing,MOT,reconstrucion of road ways, Sheet pilling as needed,daily dust control and clean up.etc Please see deatiled proposal for all of the task associated with the mutiple phases of construction Under this Construction Work Order. City and Contractor agree to provide all documentation as to the installation,delivery,field changes,addditions,and credits in order to evaluate the field conditions and pay request under this contract. Contractor and City will utilize the PO issued to reconcile all of the changes, additions,and credits as a supplemental to the PO issued. Subject to the terms : , • diti.•: of JOC Contract FL-MDCAU06-052014-DMS. — ally Contractor Date Owner Date Scope of Work Page 1 of 1 6/19/2017 Contractor's Price Proposal - Summary Date: June 19,2017 Re: IQC Master Contract#: FL-MDCAU06-052014-DMS Work Order#: 043715.03 Owner PO#: Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension Contractor: David Mancini&Sons,Inc. Proposal Value: $9,000,000.00 $1,286,939.89 0104-18 $19,894.85 0425-1-201,0425-1-351,0425-1-365,425-1-901,0425-2-42,0425-2-71,0425-2-72, $646.60 0425-2-73 0425-2102 $144,201.52 0425-2-72 $317,054.64 0425-6 $9,526.44 0430-175-148 $5,168.41 0430-175-172 $331,842.83 0431-1-1 $464,549.53 0530-3-3 $3,082.55 0536-1-1,0536-73 $3,644.91 0536-7 $8,073.08 0536-85-25 $370.90 110-1-1 $29,489.35 522-1 $99,606.74 527-2 $944.54 570-1-2 $6,856.31 635-2-11 $22,961.12 653-1-11 $2,136.91 660-2-101 $530.67 706-3 $4,483.40 710-11-111,710-11-124 $590.95 710-11-122 $123.75 710-11-123,710-11-125 $1,760.72 710-11-170 $518.54 711-11-122 $382.11 711-11-123,711-11-124,711-11-125 $11,102.32 711-11-160 $404.15 Contractor's Price Proposal-Summary Page 1 of 2 6/19/2017 Contractor's Price Proposal -Summary Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension 711-11-170 $2,499.36 No Category Input $6,220,612.91 Proposal Total $9,000,000.00 Thisl total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding. The Percentage of NPP on this Proposal: 0.82% Contractor's Price Proposal-Summary Page 2 of 2 6/19/2017 Contractor's Price Proposal - Detail Date: June 19,2017 Re: IQC Master Contract#: FL-MDCAU06-052014-DMS Work Order#: 043715.03 Owner PO#: Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension Contractor: David Mancini&Sons,Inc. Proposal Value: $9,000,000.00 Sect. Item Mod. UOM Description Line Total Labor Equip. Material (Excludes) 1 33 41 13 00 0457 LF 72 Steel Reinforced,Smooth Interior,Double Wall,Corrugated High Density $1,286,939.89 Polyethylene(HDPE)Piping Quantity Unit Price Factor Total Installation4,100.00 x 263.13 x 1.1929 = ,286,939.89 Subtotal for $1,286,939.89 0104-18 2 33 01 30 51 0066 EA Clean Out Debris From Entrance To Inlet Structure $18,768.85 Quantity Unit Price Factor Total Installation180.00 x 87.41 x 1.1929 = 18,768.85 6 inlets X 10 Weeks 3 33 01 30 51 0339 EA 24"Bladder Type Pipe Plug $1,126.00 Quantity Unit Price Factor Total Installation4.00 x 235.98 x 1.1929 = 1,126.00 Bypass plug,place and remove 4 times Subtotal for 0104-18 $19,894.85 0425-1-201,0425-1-351,0425-1-365,425-1-901,0425-2-42,0425-2-71,0425-2-72,0425-2-73 4 33 39 13 00 0108 EA Seal Gap Between Pipe And Structure With Brick And Grout $646.60 Quantity Unit Price Factor Total Installation6.00 x 90.34 x 1.1929 = 646.60 Subtotal for 0425-1-201,0425-1-351,0425-1-365,425-1-901,0425-2-42, $646.60 0425-2-71,0425-2-72,0425-2-73 0425-2102 5 35 20 16 26 0008 EA 54"x 54"Heavy Duty Sluice Gates Self Contained With Crank Operated Gate $144,201.52 Quantity Unit Price Factor Total Installation 4.00 x 30,220.79 x 1.1929 144,201.52 2 sluice gates for BMP-25 Subtotal for 0425-2102 $144,201.52 0425-2-72 6 33 44 23 00 0003 EA 9'x 16'x 138"Precast Concrete EcoVault Multi-Stage Filtration Unit8"top and $313,769.97 bottom,8"walls,6"internal weirs/baffles;double Ram-Nek seals;(3)USF AHD3048 aluminum hatches cast in top slab;stainless steel debris collection system,anti-suspension panels;(2)6"bleeder elbows cast in weir;(2)48" Fontaine series 202 sluice gates(316 stainless steel)non-rising stem. Excludes crane and equipment operator. Quantity Unit Price Factor Total Installation3.00 x 87,677.08 x 1.1929 = 313,769.97 bmp-25 Contractor's Price Proposal-Detail Page 1 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension 0425-2-72 7 33 44 23 00 0003 0393 MOD For Additional Wall Thickness,Add Per Ton $3,284.67 Quantity Unit Price Factor Total Installation9.24 x 298.00 X 1.1929 = 3,284.67 Subtotal for 0425-2-72 $317,054.64 0425-6 8 33 44 13 13 0209 EA Adjust Existing Catch Basin Inlet Grate To Match Grade $9,526.44 Quantity Unit Price Factor Total Installation35.00 x 228.17 x 1.1929 = 9,526.44 Adjusting existing mh;s and vlv Boxes Subtotal for 0425-6 $9,526.44 0430-175-148 9 33 41 13 00 0311 LF 48"Bell And Spigot,Smooth Interior,Double Wall,Corrugated HDPE Pipe $4,864.55 Quantity Unit Price Factor Total Installation 56.00 x 72.82 x 1.1929 4,864.55 10 33 41 13 00 0311 0034 MOD For<100,Add $303.86 Quantity Unit Price Factor Total Installation64.00 x 3.98 x 1.1929 = 303.86 Subtotal for 0430-175-148 $5,168.41 0430-175-172 11 33 41 13 00 0461 EA 72"Elbow With 48"Riser And Small Diameter Inlet Stubs,Steel Reinforced, $331,842.83 Smooth Interior,Double Wall,Corrugated High Density Polyethylene(HDPE) Fitting Quantity Unit Price Factor Total Installation 40.00 x 6,954.54 x 1.1929 = 331,842.83 extra bends in updated plans Subtotal for 0430-175-172 $331,842.83 0431-1-1 12 33 01 30 16 0004 EA Initial Set Up For"Crawler"Video Camera Inspection,4"And Larger Diameter $4,629.82 Pipe Or CulvertCrawlers are generally remotely operated vehicles(ROVs)for longer distances(over 3001 and for larger diameters(4?and larger). Quantity Unit Price Factor Total Installation 5.00 x 776.23 x 1.1929 4,629.82 13 33 01 30 16 0006 EA Re-Set Up/Move For"Crawler"Video Camera Inspection,4"And Larger $4,629.88 Diameter Pipe Or Culvert Quantity Unit Price Factor Total Installation10.00 x 388.12 x 1.1929 = 4,629.88 14 33 01 30 16 0019 LF >12"To 21"Diameter Pipe Inspection,Pre-Rehabilitation PhaseCCTV $15,011.45 inspection of pipe interior. Quantity Unit Price Factor Total Installation5,200.00 x 2.42 x 1.1929 = 15,011.45 27,29,40th streets 15 33 01 30 16 0020 LF >21"To 30"Diameter Pipe Inspection,Pre-Rehabilitation PhaseCCTV $14,237.08 inspection of pipe interior. Quantity Unit Price Factor Total Installation3,695.00 x 3.23 x 1.1929 = 14,237.08 30th and 36th Contractor's Price Proposal-Detail Page 2 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension 0431-1-1 16 33 01 30 16 0028 LF >12"To 21"Diameter Pipe Inspection,Post-Rehabilitation PhaseCCTV $10,731.33 inspection of pipe interior. Quantity Unit Price Factor Total Installation5,200.00 x 1.73 x 1.1929 = 10,731.33 17 33 01 30 16 0029 LF >21"To 30"Diameter Pipe Inspection,Post-Rehabilitation PhaseCCTV $11,297.96 inspection of pipe interior. Quantity Unit Price Factor Total Installation4,100.00 x 2.31 x 1.1929 11,297.96 18 33 01 30 72 0012 LF 6mm Lining 18"Pipe With Cured In-Place Pipe(CIPP) $33,018.51 Quantity Unit Price Factor Total Installation721.00 x 38.39 x 1.1929 = 33,018.51 19 33 01 30 72 0012 0256 MOD For 9mm Liner Thickness,Add $13,073.23 Quantity Unit Price Factor Total Installation721 00 x 15.20 x 1.1929 = 13,073.23 20 33 01 30 72 0013 LF 6mm Lining 21"Pipe With Cured In-Place Pipe(CIPP) $28,587.73 Quantity Unit Price Factor Total Installation555.00 x 43.18 x 1.1929 = 28,587.73 21 33 01 30 72 0013 0256 MOD For 9mm Liner Thickness,Add $6,568.04 Quantity Unit Price Factor Total Installation319.00 x 17.26 x 1.1929 = 6,568.04 22 33 01 30 72 0014 LF 6mm Lining 24"Pipe With Cured In-Place Pipe(CIPP) $23,786.69 Quantity Unit Price Factor Total Installation423.00 x 47.14 x 1.1929 = 23,786.69 23 33 01 30 72 0014 0256 MOD For 9mm Liner Thickness,Add $9,511.65 Quantity Unit Price Factor Total Installation423.00 x 18.85 x 1.1929 = 9,511.65 24 33 01 30 72 0015 LF 6mm Lining 27"Pipe With Cured In-Place Pipe(CIPP) $281,391.75 Quantity Unit Price Factor Total Installation4,434.00 x 53.20 x 1.1929 = 281,391.75 25 33 01 30 72 0015 0256 MOD For 9mm Liner Thickness.Add $8,074.41 Quantity Unit Price Factor Total Installation316.00 x 21.42 x 1.1929 8,074.41 Subtotal for 0431-1-1 $464,549.53 0530-3-3 26 35 31 16 13 0010 CY Rip-Rap For Seawall $3,082.55 Quantity Unit Price Factor Total Installation18 00 x 143.56 x 1.1929 = 3,082.55 Subtotal for 0530-3-3 $3,082.55 0536-1-1,0536-73 27 34 71 13 26 0004 LF Corrugated Beam Guide Railing $3,644.91 Quantity Unit Price Factor Total Installation525.00 x 5.11 x 1.1929 = 3,200.25 Demolition 525.00 x 0.71 x 1.1929 = 444.65 Guard Rail Subtotal for 0536-1-1,0536-73 $3,644.91 Contractor's Price Proposal-Detail Page 3 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension 0536-7 28 34 71 13 26 0036 EA Breakaway Wood Or Steel Post In Steel Foundation Tube $701.85 Quantity Unit Price Factor Total Installation4.00 x 147.09 x 1.1929 = 701.85 Guardrail 29 34 71 13 26 0037 EA Wood,Metal,Plastic Or Composite Offset Block Or BeamFor heavy post $929.51 blocked out corrugated beam guide rail. Quantity Unit Price Factor Total Installation40.00 x 19.48 x 1.1929 = 929.51 Guardrail 30 34 71 13 26 0081 EA Extra Long Post for Cable Guide Rail $6,441.72 Quantity Unit Price Factor Total Installation85.00 x 63.53 x 1.1929 6,441.72 Special Post for Guard Rail Subtotal for 0536-7 $8,073.08 0536-85-25 31 34 71 13 26 0014 EA Corrugated Beam Guide Railing Flared Or 180 Degree End Section $370.90 Quantity Unit Price Factor Total Installation -6.00 x 51.82 x 1.1929 370.90 Guardrail Subtotal for 0536-85-25 $370.90 110-1-1 32 32 96 43 00 0008 EA >72"To 84"Root Ball,Move Trees On Site $29,489.35 Quantity Unit Price Factor Total Installation24.00 x 1,030.03 x 1.1929 = 29.489.35 Palm Trees Subtotal for 110-1-1 $29,489.35 522-1 33 32 16 13 16 0009 EA Sidewalk/Curb Steel Facing,Pedestrian Ramps,Two Drops Per Section $1,597.29 Quantity Unit Price Factor Total Installation10.00 x 133.90 x 1.1929 = 1,597.29 Sidewalk transition 34 32 16 23 00 0002 SF 4"Cast In Place Concrete Sidewalk $98,009.45 Quantity Unit Price Factor Total Installation24,599.00 x 3.34 x 1.1929 = 98,009.45 Sidewalk replacement Subtotal for 522-1 $99,606.74 527-2 35 32 17 26 00 0003 SF Cast In Place VPC Truncated Dome Detectable Warning SurfaceAlso raised $944.54 strips or directional bars.All colors. Quantity Unit Price Factor Total Installation20.00 x 33.87 x 1.1929 = 808.07 Demolition 40.00 x 2.86 x 1.1929 = 136.47 Subtotal for 527-2 $944.54 570-1-2 Contractor's Price Proposal-Detail Page 4 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension 570-1-2 36 32 92 23 00 0039 MSF >1,000 To 4,000 SF,St.Augustine Floratam Sod,Installed On Level Ground $6,856.31 Quantity Unit Price Factor Total Installation10.00 X 574.76 x 1.1929 = 6,856.31 Subtotal for 570-1-2 $6,856.31 635-2-11 37 33 71 19 00 0011 EA 14"x 20"x 12",Electric Pull Boxes,Precast Concrete $12,496.52 Quantity Unit Price Factor Total Installation25.00 x 419.03 x 1.1929 = 12,496.52 Pull Boxes for Loop Detectors 38 33 71 19 00 0013 EA 24"x 36"x 12",Electric Pull Boxes,Precast Concrete $10,464.60 Quantity Unit Price Factor Total Installation13.00 x 674.80 x 1.1929 = 10,464.60 Subtotal for 635-2-11 $22,961.12 653-1-11 39 34 41 13 00 0131 EA LED Enhanced Pedestrian Crossing Symbol Sign2 required per system. $2,136.91 Quantity Unit Price Factor Total Installation2 00 x 895.68 x 1.1929 = 2,136.91 Signalization Subtotal for 653-1-11 $2,136.91 660-2-101 40 34 41 13 00 0003 EA Traffic Signal Loops,Per Loopincludes saw cutting,sealing and splicing into $530.67 leads in street. Quantity Unit Price Factor Total Installation 2.00 x 222.43 x 1.1929 530.67 Loop Detector Subtotal for 660-2-101 $530.67 706-3 41 32 17 23 13 0087 LF Reflective Painted Curb And Gutter $4,483.40 Quantity Unit Price Factor Total Installation2,160.00 x 1.74 x 1.1929 = 4,483.40 Subtotal for 706-3 $4,483.40 710-11-111,710-11-124 42 32 17 23 13 0035 LF Single 6"Wide Solid Line,Painted Reflective Pavement Striping $590.95 Quantity Unit Price Factor Total Installation2,359.00 x 0.21 x 1.1929 = 590.95 Temporary 6"+18" Subtotal for 710-11-111,710-11-124 $590.95 710-11-122 43 32 17 23 13 0036 LF Single 8"Wide Solid Line,Painted Reflective Pavement Striping $123.75 Quantity Unit Price Factor Total Installation399.00 x 0.26 x 1.1929 - 123.75 Temporary Contractor's Price Proposal-Detail Page 5 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension Subtotal for 710-11-122 $123.75 710-11-123,710-11-125 44 32 17 23 13 0037 LF Single 12"Wide Solid Line,Painted Reflective Pavement Striping $1,760.72 Quantity Unit Price Factor Total Installation 4,100.00 x 0.36 x 1.1929 1,760.72 Temporary,12"+24" Subtotal for 710-11-123,710-11-125 $1,760.72 710-11-170 45 32 17 23 13 0043 EA 24"High,Letter/Number,Painted Reflective Pavement Marking $198.32 Quantity Unit Price Factor Total Installation35.00 x 4.75 x 1.1929 = 198.32 Temporary Messages 46 32 17 23 13 0053 EA Turn Lane Arrow,Painted Reflective Pavement MarkingApproximate overall $320.22 dimensions:6'width x 8'height. Quantity Unit Price Factor Total Installation6.00 x 44.74 x 1.1929 = 320.22 Temporary Turn Arrow Subtotal for 710-11-170 $518.54 711-11-122 47 32 17 23 33 0005 LF Single 8"Wide Solid Line,Thermoplastic Reflective Pavement Striping $382.11 Quantity Unit Price Factor Total Installation208.00 x 1.54 x 1.1929 = 382.11 Permanent Subtotal for 711-11-122 $382.11 711-11-123,711-11-124,711-11-125 48 32 17 23 33 0006 LF Single 12"Wide Solid Line,Thermoplastic Reflective Pavement Striping $11,102.32 Quantity Unit Price Factor Total Installation4,100.00 x 2.27 x 1.1929 = 11,102.32 12"+18"+24"Permanent Subtotal for 711-11-123,711-11-124,711-11-125 $11,102.32 711-11-160 49 32 17 23 33 0012 EA 24"High,Letter/Number,Thermoplastic Reflective Pavement Marking $404.15 Quantity Unit Price Factor Total Installation 35.00 x 9.68 x 1.1929 404.15 5 messages,permenant Subtotal for 711-11-160 $404.15 711-11-170 50 32 17 23 33 0022 EA Turn Lane Arrow,Thermoplastic Reflective Pavement MarkingApproximate $2,499.36 overall dimensions:6'width x 8'height. Quantity Unit Price Factor Total Installation16.00 x 130.95 x 1.1929 - 2,499.36 Permenant turn arrow Subtotal for 711-11-170 $2,499.36 Contractor's Price Proposal-Detail Page 6 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension No Category Input is aav Y3 i $ 3 v ; C ID 8 4`: Tat ,,v 52 01 22 16 00 0002 EA Reimbursable FeesReimbursable fees will be paid to the contractor for the $28,727.24 actual cost,without mark-up,for which a receipt or bill is received.The Adjustment Factor applied to Reimbursable Fees will be 1.0750.The labor cost involved in obtaining all permits is in the Adjustment Factor.The base cost of the Reimbursable Fee is$1.00.The quantity used will adjust the base cost to the actual Reimbursable Fee(e.g.quantity of 125=$125.00 Reimbursable Fee).If there are multiple Reimbursable Fees,each one shall be listed separately with a comment in the"note"block to identify the Reimbursable Fees(e.g.sidewalk closure,road cut,various permits, extended warrantee,expedited shipping costs,etc.).A copy of each receipt shall be included with the Proposal. Quantity Unit Price Factor Total Installation 28,727.24 x 1.00 x 1.0000 28,727.24 53 01 22 20 00 0015 HR LaborerTasks in the CTC include appropriate costs to cover labor.These $3,706.10 tasks will be requested specifically by the owner for miscellaneous work not covered in the CTC. Quantity Unit Price Factor Total Installation120.00 x 25.89 x 1.1929 = 3,706.10 54 01 22 20 00 0015 HR LaborerTasks in the CTC include appropriate costs to cover labor.These $2,470.73 tasks will be requested specifically by the owner for miscellaneous work not covered in the CTC. Quantity Unit Price Factor Total Installation80.00 x 25.89 x 1.1929 = 2,470.73 55 01 22 23 00 0234 MO 1"x 8'x 16'Steel Plate $51,529.42 Quantity Unit Price Factor Total Installation108 00 x 399.97 x 1.1929 = 51,529.42 56 01 22 23 00 0260 MO 2,400 LB Capacity,72"Wide,Skid-Steer Loader(Bobcat)With Full-Time $63,823.97 Operator Quantity Unit Price Factor Total Installation6.00 x 8,917.20 x 1.1929 = 63,823.97 57 01 22 23 00 0306 WK 1/2 CY Hydraulic Excavator With Full-Time Operator $18,971.23 Quantity Unit Price Factor Total Installation5.00 x 3,180.69 x 1.1929 = 18,971.23 58 01 22 23 00 0307 MO 1/2 CY Hydraulic Excavator With Full-Time Operator $79,938.85 Quantity Unit Price Factor Total Installation6.00 x 11,168.70 x 1.1929 = 79,938.85 59 01 22 23 00 0307 0075 MOD For Equipment Without Operator,Deduct -$4,128.25 Quantity Unit Price Factor Total Installation -4,128.250.50 x -6,921.36 x 1.1929 = 60 01 22 23 00 0331 MO 2-1/2 To 2-7/8 CY Hydraulic Excavator With Full-Time Operator $146,286.16 Quantity Unit Price Factor Total Installation6.00 x 20,438.45 x 1.1929 = 146,286.16 61 01 22 23 00 0334 MO 3 To 3-3/4 CY Hydraulic Excavator With Full-Time Operator $172,026.25 Quantity Unit Price Factor Total Installation6.00 x 24,034.74 x 1.1929 = 172,026.25 Contractor's Price Proposal-Detail Page 7 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension No Category Input 62 01 22 23 00 0349 MO 1,000 Ft-Lb Hydraulic Hammer Attachment For Hydraulic Excavators $20,370.18 Quantity Unit Price Factor Total Installation6.00 x 2,846.03 x 1.1929 = 20,370.18 63 01 22 23 00 0400 MO 2-1/2 CY,119 HP,Heavy Duty Construction Loader With Full-Time Operator $86,042.40 Quantity Unit Price Factor Total Installation6.00 x 12,021.46 x 1.1929 = 86,042.40 64 01 22 23 00 0494 MO 8'x 24'Trench Box With Up To 48"Spreaders $26,993.13 Quantity Unit Price Factor Total Installation12 00 x 1,885.68 x 1.1929 = 26,993.13 65 01 22 23 00 0498 MO For Spreaders>84"To 120",Add $8,097.88 Quantity Unit Price Factor Total Installation 24.00 x 282.85 x 1.1929 8,097.88 66 01 22 23 00 0538 MO Portable Sediment Tank $2,034.56 Quantity Unit Price Factor Total Installation6.00 x 284.26 x 1.1929 = 2,034.56 67 01 22 23 00 0901 DAY 150 Ton Lift Mechanical Crane With Full-Time Operator $57,065.77 Quantity Unit Price Factor Total Installation15.00 x 3,189.19 x 1.1929 = 57,065.77 68 01 22 23 00 0995 MO 25,000 GPH,3"Discharge,90'Maximum Head,Gas Powered Portable Trash $4,759.67 Pump Quantity Unit Price Factor Total Installation6.00 x 665.00 x 1.1929 = 4,759.67 69 01 22 23 00 1004 WK 156,000 GPH,6"Discharge,160'Maximum Head,Diesel Powered Portable $32,253.53 Trash Pump Quantity Unit Price Factor Total Installation24.00 x 1,126.58 x 1.1929 = 32,253.53 70 01 22 23 00 1018 MO 136,800 GPH,6"Discharge,158'Maximum Head,Diesel Powered Portable $23,910.23 Silenced Environmental Trash Pump Quantity Unit Price Factor Total Installation6.00 x 3,340.63 x 1.1929 = 23,910.23 71 01 22 23 00 1048 MO 3"Inside Diameter,20'Length,Suction Hose With Couplings $1,146.26 Quantity Unit Price Factor Total Installation6.00 x 160.15 x 1.1929 = 1,146.26 72 01 22 23 00 1053 WK 6"Inside Diameter,20'Length,Suction Hose With Couplings $2,988.07 Quantity Unit Price Factor Total Installation 24.00 x 104.37 x 1.1929 2,988.07 73 01 22 23 00 1054 MO 6"Inside Diameter,20'Length,Suction Hose With Couplings $1,687.14 Quantity Unit Price Factor Total Installation6.00 x 235.72 x 1.1929 = 1,687.14 74 01 22 23 00 1064 MO 3"Inside Diameter,50'Length,Discharge Hose With Couplings $1,411.15 Quantity Unit Price Factor Total Installation12 00 x 98.58 x 1.1929 - 1,411.15 75 01 22 23 00 1069 WK 6"Inside Diameter,50'Length,Discharge Hose With Couplings $4,031.62 Quantity Unit Price Factor Total Installation24.00 x 140.82 x 1.1929 = 4,031.62 76 01 22 23 00 1070 MO 6"Inside Diameter,50'Length,Discharge Hose With Couplings $6,383.47 Quantity Unit Price Factor Total Installation18.00 x 297.29 x 1.1929 = 6,383.47 Contractor's Price Proposal-Detail Page 8 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension No Category Input 77 01 22 23 00 1194 MO 18 CY Rear Dump Truck With Full-Time Truck Driver $173,257.18 Quantity Unit Price Factor Total Installation12 00 X 12,103.36 x 1.1929 = 173,257.18 78 01 22 23 00 1204 WK 1,500 To 2,000 Gallon Vacuum Truck With Full-Time Truck Driver $68,238.65 Quantity Unit Price Factor Total Installation24.00 x 2,383.50 x 1.1929 = 68,238.65 79 01 22 23 00 1212 MO 2,000 Gallon Water Truck With Full-Time Operator $69,033.77 Quantity Unit Price Factor Total Installation6.00 x 9,645.09 x 1.1929 = 69,033.77 80 01 32 33 00 0005 EA 8"x 10"Color Print Photograph $164.38 Quantity Unit Price Factor Total Installation20.00 x 6.89 x 1.1929 - 164.38 81 01 32 33 00 0007 EA Aerial Photography,1 Site Within City,15-20 Photos,6 Proofs $25,868.42 Quantity Unit Price Factor Total Installation18 00 x 1,204.74 x 1.1929 = 25,868.42 82 01 32 33 00 0007 0003 MOD For Color Prints Instead Of Black And White,Add $862.28 Quantity Unit Price Factor Total Installation2 00 x 361.42 x 1.1929 = 862.28 83 01 45 23 00 0230 EA Professional Engineer Registered in the State of FloridaProfessional $107,361.00 Engineering Services are to be used only as directed by the Owner.These services are used for investigational services and not for AE design services.2 hour minimum. Quantity Unit Price Factor Total Installation 1,200.00 x 75.00 x 1.1929 = 107,361.00 84 01 51 13 00 0007 EA Temporary 600 Amp,240 Volt,NEMA 3R Service Switch Or Building Feeder $3,766.63 Switch With Fuses Quantity Unit Price Factor Total Installation1.00 x 3,157.54 x 1.1929 = 3,766.63 85 01 52 13 00 0006 MO 24'x 72'Office,With Toilet $18,656.19 Quantity Unit Price Factor Total Installation12 00 x 1,303.28 x 1.1929 = 18,656.19 86 01 52 13 00 0006 0012 MOD For Each Delivery And Set-Up(Block And Level),Add $2,252.58 Quantity Unit Price Factor Total Installation100 x 1,888.32 x 1.1929 2,252.58 87 01 52 13 00 0006 0013 MOD For Each Knock-Down And Pick-Up,Add $1,477.19 Quantity Unit Price Factor Total Installation100 x 1,238.32 x 1.1929 = 1,477.19 88 01 52 13 00 0006 0015 MOD For Each Anchoring Into Asphalt Or Concrete,Add $524.88 Quantity Unit Price Factor Total Installation 4.00 x 110.00 x 1.1929 524.88 89 01 52 13 00 0009 MO Desk $789.60 Quantity Unit Price Factor Total Installation24.00 x 27.58 x 1.1929 = 789.60 90 01 52 13 00 0010 MO Desk Chair,Rolling $493.57 Quantity Unit Price Factor Total Installation24.00 x 17.24 x 1.1929 = 493.57 Contractor's Price Proposal-Detail Page 9 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension No Category Input 91 01 52 13 00 0012 MO Table $394.80 Quantity Unit Price Factor Total Installation24.00 x 13.79 x 1.1929 = 394.80 92 01 52 13 00 0014 EA Phone Hook-Up $90.47 Quantity Unit Price Factor Total Installation100 x 75.84 x 1.1929 = 90.47 93 01 52 13 00 0015 MO Local Phone Service Per Phone Line $1,381.66 Quantity Unit Price Factor Total Installation24.00 x 48.26 x 1.1929 - 1,381.66 94 01 52 13 00 0019 MO Steps $67.52 Quantity Unit Price Factor Total Installation1 00 x 56.60 x 1.1929 = 67.52 95 01 52 19 00 0002 WK Portable Toilets,Chemical $1,908.74 Quantity Unit Price Factor Total Installation24.00 x 66.67 x 1.1929 = 1,908.74 96 01 55 26 00 0024 WK Channelizer Drum $4,391.06 Quantity Unit Price Factor Total • Installation900.00 x 4.09 x 1.1929 = 4,391.06 97 01 55 26 00 0025 MO Channelizer Drum $13,173.19 Quantity Unit Price Factor Total Installation900.00 x 12.27 x 1.1929 = 13,173.19 98 01 55 26 00 0059 MO Up To 12.5'Concrete Traffic Barrier $161,845.42 Quantity Unit Price Factor Total Installation 1,968.00 x 68.94 x 1.1929 = 161,845.42 99 01 55 26 00 0059 MO Up To 12.5'Concrete Traffic Barrier $161,845.42 Quantity Unit Price Factor Total Installation 1,968.00 x 68.94 x 1.1929 = 161,845.42 100 01 55 26 00 0063 DAY 6'x 32"Tall Plastic Water Barrier $19,712.55 Quantity Unit Price Factor Total Installation1,806.00 x 9.15 x 1.1929 = 19,712.55 101 01 55 26 00 0078 MO Aluminum Sign And Post $742.58 Quantity Unit Price Factor Total Installation30.00 x 20.75 x 1.1929 = 742.58 102 01 55 26 00 0080 WK Aluminum Sign And A Frame Stand $260.53 Quantity Unit Price Factor Total Installation24.00 x 9.10 x 1.1929 = 260.53 103 01 55 26 00 0083 WK Trailer Mounted Arrow Board $2,289.99 Quantity Unit Price Factor Total Installation16.00 x 119.98 x 1.1929 = 2,289.99 104 01 55 26 00 0102 EA Place And Remove Up To 12.5'Concrete Traffic Barrierlf lifting equipment is $27,827.16 not available on site, Quantity Unit Price Factor Total Installation692.00 x 33.71 x 1.1929 = 27,827.16 105 01 55 26 00 0102 EA Place And Remove Up To 12.5'Concrete Traffic Barrierlf lifting equipment is $27,827.16 not available on site, Quantity Unit Price Factor Total Installation692.00 x 33.71 x 1.1929 = 27,827.16 Contractor's Price Proposal-Detail Page 10 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension No Category Input 106 01 55 26 00 0104 EA Place And Remove Plastic Water Barrierincludes water.If lifting equipment is $3,756.82 not available on site, Quantity Unit Price Factor Total Installation 172.00 x 18.31 x 1.1929 3,756.82 107 01 55 26 00 0117 EA Temporary Crash Cushion Per Location $4,652.31 Quantity Unit Price Factor Total Installation 3.00 x 1,300.00 x 1.1929 4,652.31 108 01 71 13 00 0003 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Tractor $5,763.57 Trailer With Up To 53'Bedlncludes delivery of equipment,off loading on site, rigging,dismantling,loading and transporting away.For equipment such as bulldozers,motor scrapers,hydraulic excavators,gradalls,road graders, loader-backhoes,heavy duty construction loaders,tractors,pavers,rollers, bridge finishers,straight mast construction forklifts,telescoping boom rough terrain construction forklifts,telescoping and articulating boom manlifts with >40'boom lengths,etc. Quantity Unit Price Factor Total Installation12 00 x 402.63 x 1.1929 - 5,763.57 109 01 71 13 00 0003 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Tractor $14,408.92 Trailer With Up To 53'Bedlncludes delivery of equipment,off loading on site, rigging,dismantling,loading and transporting away.For equipment such as bulldozers,motor scrapers,hydraulic excavators,gradalls,road graders, loader-backhoes,heavy duty construction loaders,tractors,pavers,rollers, bridge finishers,straight mast construction forklifts,telescoping boom rough terrain construction forklifts,telescoping and articulating boom manlifts with >40'boom lengths,etc. Quantity Unit Price Factor Total Installation30.00 x 402.63 x 1.1929 - 14,408.92 110 01 71 13 00 0003 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Tractor $7,204.46 Trailer With Up To 53'Bedlncludes delivery of equipment,off loading on site, rigging,dismantling,loading and transporting away.For equipment such as bulldozers,motor scrapers,hydraulic excavators,gradalls,road graders, loader-backhoes,heavy duty construction loaders,tractors,pavers,rollers, bridge finishers,straight mast construction forklifts,telescoping boom rough terrain construction forklifts,telescoping and articulating boom manlifts with >40'boom lengths,etc. Quantity Unit Price Factor Total Installation15.00 x 402.63 x 1.1929 7,204.46 111 01 71 13 00 0012 EA 150 Ton Lift Move On/Off Cost,Mechanical Cranelncludes delivery and $9,185.33 pickup. Quantity Unit Price Factor Total Installation 5.00 x 1,540.00 x 1.1929 9,185.33 112 01 71 13 00 0012 0047 MOD For>30 To 60 Miles Radius,Add $459.27 Quantity Unit Price Factor Total Installation1.00 x 385.00 x 1.1929 - 459.27 113 01 71 23 16 0005 HR 2 Person Survey Crew(Unit Of Measure Is Per Crew Hour Worked)Includes $38,265.85 surveyor,rodman,equipment and instruments. Quantity Unit Price Factor Total Installation200.00 x 160.39 x 1.1929 - 38,265.85 114 01 74 13 00 0003 CY Collect Existing Debris And Load Into Truck Or DumpsterPer CY of debris $13,849.57 removed. Quantity Unit Price Factor Total Installation1,500.00 x 7.74 x 1.1929 - 13,849.57 Contractor's Price Proposal-Detail Page 11 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension No Category Input 115 01 74 16 00 0004 MSF SweeperNacuum/Sprayer For Parking Lots,Streets And Roads $39,222.55 Quantity Unit Price Factor Total Installation3,000.00 x 10.96 x 1.1929 = 39,222.55 116 01 74 19 00 0015 EA 20 CY Dumpster(3 Ton)"Construction Debris"Includes delivery of dumpster, $12,081.69 rental cost,pick-up cost,hauling,and disposal fee.Non-hazardous material. Quantity Unit Price Factor Total Installation24.00 x 422.00 x 1.1929 = 12,081.69 117 01 74 19 00 0029 CY Trees,Stumps And Brush,Landfill Dump Fee $3,151.16 Quantity Unit Price Factor Total Installation160.00 x 16.51 x 1.1929 = 3,151.16 118 01 74 19 00 0033 CY Asphalt,Concrete,Gravel And Subgrade Material,Landfill Dump Fee $7,206.93 Quantity Unit Price Factor Total Installation216.00 x 27.97 x 1.1929 = 7,206.93 119 02 32 19 00 0004 CY Test,Entry/Exit Pit Excavation,Backfill And Compaction,By Machine,Paved $40,052.81 Areas-Arterial and State Roads Quantity Unit Price Factor Total Installation400.00 x 83.94 x 1.1929 = 40,052.81 120 02 41 13 13 0008 SY >9"To 14"By Machine,Break-up And Leave In Place Concrete Paving $106,681.05 Quantity Unit Price Factor Total Installation 5,500.00 x 16.26 x 1.1929 = 106,681.05 121 02 41 13 13 0028 SY >3"To 6"By Machine,Break-up And Remove Welded Wire Reinforced $83,455.28 Concrete Paving Quantity Unit Price Factor Total Installation5,500.00 x 12.72 x 1.1929 = 83,455.28 122 02 41 19 13 0044 LF Saw Cut Bituminous Paving Up To 4"Depth $5,477.80 Quantity Unit Price Factor Total Installation4,100.00 x 1.12 x 1.1929 = 5,477.80 123 02 41 19 13 0335 SF 8"Thick Reinforced Concrete Wall Cutouts,<24 SF $1,483.51 Quantity Unit Price Factor Total Installation54.00 x 23.03 x 1.1929 = 1,483.51 124 03 05 00 00 0024 CY "Miami Beach Red",Integral Concrete AdmixtureFor use in sidewalks,curb $2,301.87 and gutters and valley gutters.(Integral for all modifiers) Quantity Unit Price Factor Total Installation38.00 x 50.78 x 1.1929 = 2,301.87 125 03 61 16 00 0001 CY Flowable Grout $176,705.47 Quantity Unit Price Factor Total Installation 900.00 x 164.59 x 1.1929 = 176,705.47 126 03 61 16 00 0001 CY Flowable Grout $18,063.23 Quantity Unit Price Factor Total Installation92 00 x 164.59 x 1.1929 - 18,063.23 127 10 14 29 00 0024 EA Mounting On Ground With Baselncludes bolts and drilling for bolts. $633.07 Quantity Unit Price Factor Total Installation15.00 x 35.38 x 1.1929 = 633.07 128 10 14 53 00 0264 EA >10 To 20 SF Sign Area,Remove And Reinstall Sign $3,418.73 Quantity Unit Price Factor Total Installation15.00 x 191.06 x 1.1929 = 3,418.73 Contractor's Price Proposal-Detail Page 12 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension No Category Input 129 26 05 19 16 0604 LF 3/c#6,600 Volt,90 Degree Celsius,Multi-Conductor Type SOOW Cord(Carol $1,507.35 Carolprene) Quantity Unit Price Factor Total Installation260.00 x 4.86 x 1.1929 = 1,507.35 130 26 05 33 13 1878 LF 2"Schedule 40 PVC Conduit With Glued Couplings,Direct Burial $80.16 Quantity Unit Price Factor Total Installation32.00 x 2.10 x 1.1929 = 80.16 131 26 56 13 00 0059 EA 10'High,3"Diameter Aluminum Light Pole,Non-Tapered $6,676.18 Quantity Unit Price Factor Total Installation10.00 x 559.66 x 1.1929 = 6,676.18 132 31 05 13 00 0004 CY Native Clean Fill Soil/Dirt-Common $225,097.37 Quantity Unit Price Factor Total Installation 11,520.00 x 16.38 x 1.1929 = 225,097.37 133 31 05 16 00 0007 CY #57 Stone Aggregate Fill(#4 To 1") $330,017.13 Quantity Unit Price Factor Total Installation 7 471.00 x 37.03 x 1.1929 = 330,017.13 134 31 05 16 00 0029 CY Aggregate Placementlncludes Spreading,Grading,Compaction Rolling $164,340.15 Quantity Unit Price Factor Total Installation 7,471.00 x 18.44 x 1.1929 = 164,340.15 135 31 13 13 00 0012 EA Up To 6"D.B.H.(Diameter At Breast Height)Tree Removallncludes cutting up $27,321.23 tree,chipping and loading. Quantity Unit Price Factor Total Installation90.00 x 254.48 x 1.1929 = 27,321.23 136 31 13 13 00 0013 EA >6"To 12"D.B.H.(Diameter At Breast Height)Tree Removallncludes cutting $18,214.63 up tree,chipping and loading. Quantity Unit Price Factor Total Installation40.00 x 381.73 x 1.1929 = 18,214.63 137 31 13 13 00 0014 EA >12"To 24"D.B.H.(Diameter At Breast Height)Tree Removallncludes cutting $14,571.61 up tree,chipping and loading. Quantity Unit Price Factor Total Installation24.00 x 508.97 x 1.1929 = 14,571.61 138 31 23 16 13 0003 CY Over 12"Wide,Excavation for Trenching by Machine in Soil $49,746.79 Quantity Unit Price Factor Total Installation11,520.00 x 3.62 x 1.1929 = 49,746.79 139 31 23 16 13 0003 0053 MOD For Excavation In Heavy/Wet Material(Class C),Add $4,057.89 Quantity Unit Price Factor Total Installation2,346.00 x 1.45 x 1.1929 4,057.89 140 31 23 16 13 0003 0058 MOD For>1,000,Deduct -$3,050.41 Quantity Unit Price Factor Total Installation -3,050.412,346.00 x -1.09 x 1.1929 = 141 31 23 16 13 0010 CY Backfilling or Placing Subbase for Trenches with Imported or Stockpiled $23,086.91 Materials by Machine Quantity Unit Price Factor Total Installation11,520.00 x 1.68 x 1.1929 = 23,086.91 142 31 23 16 130010 0063 MOD For>1,000,Deduct -$1,083.15 Quantity Unit Price Factor Total Installation -1,083.151,816.00 x -0.50 x 1.1929 = Contractor's Price Proposal-Detail Page 13 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension No Category Input 143 31 23 19 00 0004 LF >100'To 250'In Length Well Point System Delivery,Installation And Removal $67,354.00 Quantity Unit Price Factor Total Installation2,160.00 x 26.14 x 1.1929 = 67,354.00 144 31 24 13 00 0018 SY Finish Grade Roadway,Parking Areas,Landscaping And Embankments By $9,984.19 Machine Quantity Unit Price Factor Total Installation19,022.00 x 0.44 x 1.1929 = 9,984.19 145 31 24 13 00 0020 LF Finish Grade For Curb And Gutter $1,571.77 Quantity Unit Price Factor Total Installation2,160.00 x 0.61 x 1.1929 = 1,571.77 146 31 24 13 00 0024 CY Load Excess Material For Removal For Roadways,Parking Areas, $41,913.73 Landscaping and Embankments by Machine Quantity Unit Price Factor Total Installation11,520.00 x 3.05 x 1.1929 = 41,913.73 147 31 24 13 00 0024 0049 MOD For>1,000,Deduct -$1,709.86 Quantity Unit Price Factor Total Installation -1,709.863,116.00 x -0.46 x 1.1929 = 148 31 25 14 23 0013 LF 10'High Turbidity Curtain $13,855.53 Quantity Unit Price Factor Total Installation500.00 x 23.23 x 1.1929 = 13,855.53 149 31 25 14 26 0015 LF 41"Total Height Super Silt Fence,8"Below Ground,Galvanized Chain Link, $12,574.12 With 2-1/2"Posts,10'On Center With Geotextile Fabric Attached Quantity Unit Price Factor Total Installation2,160.00 x 4.88 x 1.1929 = 12,574.12 150 31 41 16 13 0002 TON Shoring For 15'Excavation,22 PSF Steel Sheeting,Pull And Salvage $171,580.06 Quantity Unit Price Factor Total Installation120.00 x 1,198.62 x 1.1929 = 171,580.06 151 31 41 16 13 0002 0112 MOD For Lightweight Steel Sheeting 8.6 And 9.2 PSF,Add $7,455.63 Quantity Unit Price Factor Total Installation20.00 x 312.50 x 1.1929 = 7,455.63 152 31 41 16 13 0003 TON Shoring For 20'Excavation,27 PSF Steel Sheeting,Pull And Salvage $258,030.53 Quantity Unit Price Factor Total Installation175.00 x 1,236.03 x 1.1929 = 258,030.53 153 31 41 16 13 0006 TON Shoring For 35'Excavation,38 PSF Steel Sheeting,Pull And Salvage $1,999,181.11 Quantity Unit Price Factor Total Installation 1,000.00 x 1,675.90 x 1.1929 = ,999,181.11 154 32 01 16 71 0003 SY Production Cold Milling Of Asphalt Up To 3"Depth $7,008.53 Quantity Unit Price Factor Total Installation2,880.00 x 2.04 x 1.1929 = 7,008.53 155 32 12 16 13 0066 TON Friction Course Without Rubber,FC-6,9.5 $63,814.95 Quantity Unit Price Factor Total Installation342.00 x 156.42 x 1.1929 = 63,814.95 156 32 12 16 13 0066 0442 MOD For>10 To 20,Add $746.28 Quantity Unit Price Factor Total Installation20.00 x 31.28 x 1.1929 = 746.28 157 32 12 16 13 0072 TON Superpave Traffic C,SP-9.5 $50,041.82 Quantity Unit Price Factor Total Installation342.00 x 122.66 x 1.1929 = 50,041.82 Contractor's Price Proposal-Detail Page 14 of 15 6/19/2017 Contractor's Price Proposal -Detail Continues.. Work Order Number: 043715.03 Work Order Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension No Category Input 158 32 12 16 13 0072 0442 MOD For>10 To 20,Add $585.24 Quantity Unit Price Factor Total Installation20.00 x 24.53 x 1.1929 = 585.24 159 32 12 16 13 0073 TON Superpave Base Course,SP-12.5 $73,160.56 Quantity Unit Price Factor Total Installation500.00 x 122.66 x 1.1929 = 73,160.56 160 32 12 16 13 0075 TON Superpave Traffic C,SP-12.5 $30,434.79 Quantity Unit Price Factor Total Installation208.00 x 122.66 x 1.1929 = 30,434.79 161 32 12 16 13 0075 TON Superpave Traffic C,SP-12.5 $50,041.82 Quantity Unit Price Factor Total Installation342.00 x 122.66 x 1.1929 = 50,041.82 162 32 12 16 13 0075 0442 MOD For>10 To 20,Add $585.24 Quantity Unit Price Factor Total Installation20.00 x 24.53 x 1.1929 = 585.24 163 32 12 33 00 0003 SY Double Course Bituminous Treatment,Prepare And Clean Surface Roadway $2,927.08 Quantity Unit Price Factor Total Installation755.00 x 3.25 x 1.1929 = 2,927.08 164 32 16 13 13 0041 LF City Of Miami Beach Replacement,Reinforced Straight,12"x 24"Concrete $61,711.10 Curb And Gutter Quantity Unit Price Factor Total Installation2,160.00 x 23.95 x 1.1929 = 61,711.10 165 33 01 30 51 0074 EA Vacuum Out 3 To 10 Catch Basins Or Manholeslncludes vacuum pump $13,947.05 equipment. Quantity Unit Price Factor Total Installation18 00 x 649.54 x 1.1929 = 13,947.05 166 33 39 13 00 0086 EA 6'Diameter x 8"Thick Precast Manhole Top Cone $3,794.64 Quantity Unit Price Factor Total Installation6.00 x 530.17 x 1.1929 = 3,794.64 corbel for risers 167 33 39 13 00 0183 EA 24"Diameter x 400 LB Regular Cast Iron Manhole Cover With Frame,City Type $4,895.30 Quantity Unit Price Factor Total Installation6.00 x 683.95 x 1.1929 = 4,895.30 manhole covers 168 33 41 13 00 0011 LF 42"Diameter Class III Reinforced Concrete Pipe Without Gaskets $4,216.28 Quantity Unit Price Factor Total Installation36.00 x 98.18 x 1.1929 = 4,216.28 Riser Pipe for Manhole Subtotal for No Category Input $6,220,612.91 Proposal Total $9,000,000.00 This total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding. The Percentage of NPP on this Proposal: 0.82% Contractor's Price Proposal-Detail Page 15 of 15 6/19/2017 Subcontractor Listing THE GORD AN GROUP Date: June 19,2017 Re: IQC Master Contract#: FL-MDCAU06-052014-DMS Work Order#: 043715.03 Owner PO#: Title: Indian Creek Storm Water Drainage Improvements Supplemental PO extension Contractor: David Mancini&Sons,Inc. Proposal Value: $9,000,000.00 w 'Ytr iso � . �ti %,: ,. .. 3, r d, ;, 3�n ..r ,�. �. ,i � d. ,y rj ' ✓+' I a No Subcontractors have been $0.00 0.00 selected for this Work Order Subcontractor Listing Page 1 of 1 6/19/2017 I pi— ■ ■C r 1■■.: r 1A n■�n■■ -■■l X° :. 4 .;:',;,,,,,*,4:.4.iisi711#4m.ii°'=ur...wrimlial 10.11—rlia_74.11. / ■ 1 � 4414` . � •1 4Ihi�■ II=I inis .;1 Irm r s • J �■■I 5 ormsw ■I� .., NN:■■U■ 4.G & .,";;:•:" e ill■',■ ���a�J i ..� � �ammr � � d� � 4Yr€' �� x.IE 11 �0',..-;"-. .'1',.::,3 y..e :.,.- -- ■ IF. . � l .�_ .<.�_ 1200■ ,,--(:,4,:::.....�. 1/1� �` s _ „ Mar' : • _..�®■ ;:t:::,--'4''':;,...!.,.'7... 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