Loading...
2015-29044 Reso RESOLUTION NO. 2015-29044 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, AUTHORIZING THE CITY MANAGER TO APPROVE THE 63rd STREET WATER MAIN REPLACEMENT PROJECT UTILIZING THE COMPETITIVELY BID NATIONAL JOINT POWERS ALLIANCE (NJPA) COOPERATIVE CONTRACT FOR CONSTRUCTION SERVICES WITH THE GORDIAN GROUP. WHEREAS, prior to October, 2012, the City acquired construction services for many small or emergency construction projects through a Job Order Contracting process; and WHEREAS, Job Order Contracting (JOC) is a contracting methodology that enables facility owners to accomplish a large number of repairs, maintenance and construction projects with a single, competitively bid contract; and WHEREAS, since the Fall of 2012, the City has not utilized the JOC methodology and therefore currently has no similar system in place for expediting construction and infrastructure projects; and WHEREAS, as an alternative to the JOC process, the Finance and Citywide Projects Committee (the "Committee") endorsed a recommendation by the Administration to utilize the indefinite quantity contract (IQC) for construction services to expedite the delivery of construction projects under $250,000, or for emergency projects, as approved by the City Manager; and WHEREAS, the Committee's endorsement of the IQC process for small and emergency projects was approved by the City Commission on April 23, 2014; and WHEREAS, the IQC process is used extensively by the local, state and federal governmental agencies throughout the United States to expedite the delivery of construction projects; and WHEREAS, on January 15, 2014, via Resolution No 2014-28462, the City Commission authorized the Administration to utilize cooperative awards by National Joint Powers Alliance (NJPA) pursuant to Section 2-369 of the Miami Beach City Code, which authorizes the City Manager to make awards exceeding $50,000 when said award is resulting from cooperative agreements; and WHEREAS, the City, as a governmental agency member, is authorized to utilize the IQC contract for construction services competitively awarded by NJPA to the Gordian Group; and WHEREAS, in an effort to expedite the replacement of the existing water main along 63rd Street, from La Gorce Drive to Indian Creek Drive (the Project), the NJPA IQC contract was utilized to procure the necessary construction services; and WHEREAS, the Project is now expected to exceed the $250,000 threshold limit approved by the City Commission for projects through the NJPA IQC contract award; and WHEREAS, accordingly, in order to move forward with the completion of this Project and in order to meet the proposed completion date of September 30, 2015, approval is required to exceed the $250,000 project threshold limit by $1,350,000 which includes $40,108 for Project contingency, for a Project total not to exceed $1,600,000. NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby authorize the City Manager to approve the 63rd Street water main replacement project utilizing the competitively bid National Joint Powers Alliance (NJPA) cooperative contract for construction services with the Gordian Group. PASSED AND ADOPTED this /0 day of Jot. 2015. ATTEST: .�.. r Raf:el E. ana.C" " le .AQ ��i� Philip 1' ! COMMISSION ITEM SUMMARY Condensed Title: A Resolution Of The Mayor And City Commission Of The City Of Miami Beach, Florida, Authorizing The City Manager To Approve The 63rd Street Water Main Replacement Project Utilizing The Competitively Bid National Joint Powers Alliance(NJPA)Cooperative Contract For Construction Services With The Gordian Group. Key Intended Outcome Supported: Build and maintain priority infrastructure with full accountability. Streamline the delivery of services through all departments. Supporting Data(Surveys, Environmental Scan,etc: N/A Item Summary/Recommendation: The Indefinite Quantity Construction process is used extensively by the local, state and federal governmental agencies throughout the United States to expedite the delivery of construction projects. The City, as a governmental agency member, is authorized to utilize the IQC contract for construction services competitively awarded by the National Joint Powers Alliance(NJPA)to the Gordian Group. The project replaces the existing water main in 63 Street from La Gorce Drive to Indian Creek Drive. The construction project incorporates directional drilling to install the main under the Indian Creek channel in the vicinity of the draw bridge. This will require an excavation in the median between Collins Avenue and Indian Creek Drive and on Allison Island. The remainder of the work will be open cut with a portion of the water main being suspended from the stationary bridge. The duration of the construction will take approximately six (6) months to complete.The existing 16-inch water main has reached its life expectancy of 70 yeas plus and has a history of leaks. The water main improvements include installing approximately 1,100 linear feet of 20-inch pipe, 210 linear feet of 12-inch, 280 linear feet of 8-inch, 200 linear feet of 6-inch of ductile iron pipe and fittings, relocation and replacement of one fire hydrant;traffic control and all ancillary and miscellaneous work.In an effort to expedite the replacement of the water main, the NJPA IQC contract was utilized to procure the necessary construction services, however, the original project cost was estimated above the$250,000 threshold. The contractor, David Mancini & Sons, Inc., submitted for review a proposal to complete the work. Based on designer's Milian,Swain and Associates, Inc.(Engineer of Record)opinion of probable construction cost and City staff and NJPA Project Manager Review,the proposal submitted by DMSI, Inc.in the final amount of$1,560,000 has been considered reasonable for the type of work that is included. This project surpassed the$250,000 threshold limit approved by the City Commission for projects through the NJPA IQC contract award.Accordingly, in order to move forward with the completion of this project, approval is required to exceed the $250,000 project threshold limit by $1,350,000 which includes $40,108 for project contingency,for a project total not to exceed$1,600,000.The project supports the KIO of maintaining the City's infrastructure. THE ADMINISTRATION RECOMMENDS APPROVING THE RESOLUTION. Advisory Board Recommendation: N/A Financial Information: Source of Amount Account Funds: 1 90,000 420-2759-069357 I z • 2 5,000 423-2759-069357 3 1,145,000 _ 424-2759-069357 4 360,000 42.4-2:133-M5557 OBPI Total 1,600,000 Financial Impact Summary: City Clerk's Office Legislative Tracking: Sign-Offs: De ment Director Assi t► ��_I "i��Manager CiCity - •, r EC AD ► i ') T:\AGENDA\2015\June\PUBLIC WORKS\Agenda NJPA\63 ST WM Replacement NJPA-Summary.doc AGENDA ITEM C 7M f 0 S PVt DATE �—! �( Cri MIAMI BEACH City of Miami Beach, 1700 Convention Center Drive, Miami Beach, Florida 33139,www.miamibeachfl.gov COMMISSION MEMORANDUM TO: Mayor Philip Levine and Members of th- City s m A.sion FROM: Jimmy L. Morales, City Mana•er WrISF DATE: June 10, 2015 SUBJECT: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, AUTHORIZING THE CITY MANAGER TO APPROVE THE 63rd STREET WATER MAIN REPLACEMENT PROJECT UTILIZING THE COMPETITIVELY BID NATIONAL JOINT POWERS ALLIANCE (NJPA) COOPERATIVE CONTRACT FOR CONSTRUCTION SERVICES WITH THE GORDIAN GROUP. ADMINISTRATION RECOMMENDATION The Administration recommends approving the Resolution. FUNDING $ 90,000 420-2759-069357—63rd Street 16" Water Main $ 5,000 423-2759-069357—63rd Street 16" Water Main $1,145,000 424-2759-069357 —63rd Street 16"Water Main $ 360,000 384-2324-069357 — La Gorce Neighborhood Improvement $1,600,000 TOTAL BACKGROUND Prior to October, 2012, the City acquired construction services for many small or emergency construction projects through a Job Order Contracting process (JOC) that enabled facility owners to accomplish a large number of repairs, maintenance and construction projects with a single, competitively bid contract eliminated the time and expense of completing the normal design-bid-construct cycle for each project. Prior to the award of these contracts, the City selected one of several available comprehensive catalogs of construction tasks established by one of several national organizations, such as RS Means or the Gordian Group. The catalogs contain almost every imaginable construction task possible and a unit of measure and cost for each construction task. Contractors were required to competitively bid an adjustment factor (e.g. 1.15) to be applied to a comprehensive catalog of almost every imaginable construction tasks with pre-set unit prices. The prospect of continuing work keeps the contractor motivated to provide timely, responsive, and high quality work. Since the fall of 2012, the City has been without a methodology for expediting construction and infrastructure projects. This is especially problematic for smaller projects and projects related to unplanned emergency work for which releasing independent solicitations is not operationally feasible and causes unnecessary delays. To address this problem, as authorized by Florida Statutes, the Finance and City-Wide Projects Committee (the "Committee") endorsed a Commission Memorandum—63'd Street Water Main Replacement NJPA Page 2 of 2 recommendation by the Administration to utilize the indefinite quantity contract (IQC) for construction services to expedite the delivery of construction projects under $250,000 or for emergency projects as approved by the City Manager. The Committee's endorsement of the IQC process for small and emergency projects was approved by the City Commission on April 23, 2014. The IQC process is similar to the previously used process by the City but with tighter controls, including a limit on design, additional competition on certain items and a small project threshold that limits exposure. The IQC process is used extensively by the local, state and federal governmental agencies throughout the United States to expedite the delivery of construction projects. The City, as a governmental agency member, is authorized to utilize the IQC contract for construction services competitively awarded by the National Joint Powers Alliance (NJPA) to the Gordian Group. The project replaces the existing water main in 63 Street from La Gorce Drive to Indian Creek Drive. The existing 16-inch water main has reached its life expectancy of 70 years plus and has a history of leaks. The construction project incorporates directional drilling to install the main under the Indian Creek channel in the vicinity of the draw bridge. This will require an excavation in the median between Collins Avenue and Indian Creek Drive and on Allison Island. The remainder of the work will be open cut with a portion of the water main being suspended from the stationary bridge. The duration of the construction will take approximately six (6) months to complete. The water main Improvements includes installing approximately 1,100 linear feet of 20-inch pipe, 210 linear feet of 12-inch, 280 linear feet of 8-inch, 200 linear feet of 6-inch of ductile iron pipe and fittings, relocation and replacement of one fire hydrant; traffic control and all ancillary and miscellaneous work. In order to expedite the process the Public Works Department contacted the Procurement Office to request the use of the NJPA cooperative contractor procurement process to build the project and has chosen DMSI, Inc. for its previous good work in completing projects on time and on budget, to provide a proposal to build the improvements. The contractor submitted for review a proposal to complete the work. Based on designer's Milian, Swain and Associates, Inc. (Engineer of Record) opinion of probable construction cost and City staff and NJPA Project Manager Review, the proposal submitted by DMSI, Inc. in the final amount of $1,560,000 has been considered reasonable for the type of work that is included. This project surpassed the $250,000 threshold limit approved by the City Commission for projects through the NJPA IQC contract award. Accordingly, in order to move forward with the completion of this project, due to the leaks and deterioration of this line, approval is required to exceed the $250,000 project threshold limit by $1,350,000 which includes $40,108 for project contingency, for a project total not to exceed $1,600,000. The project supports the KIO of maintaining the City's infrastructure. CONCLUSION The Administration recommends approving the Resolution authorizing the City Manager to approve Work Order No 030803 for the Construction of the 63rd Street Water Main Replacement project. JLM/MT/ /JJF/BAM/JR T:\AGENDA\2015\June\PUBLIC WORKS\Agenda NJPA\63 ST WM Replacement NJPA- Memo.docx G€ RDIAN ez IEJE Work Order Signature Document NJPA EZIQC Contract No.: FL-MDCAU06-052014-DMS X New Work Order Modify an Existing Work Order Work Order Number: 030803.00 Work Order Date: 05/22/2015 Work Order Title: CMB-PW water main installation Owner Name: City of Miami Beach Contractor Name: David Mancini&Sons, Inc. Contact: Bruce Mowry Contact: Albert Dominguez Phone: 305-673-7080 Phone: 305-532-8827 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 improvement consists of the replacement of a water main from 63rd and Lagorce to Indian Creek Drive. Time of Performance See Schedule Section of the Detailed Scope of Work Liquidated Damages Will apply: Will not apply: L" I Work Order Firm Fixed Price: $1,559,891.94 Owner Purchase Order Number: Approvals 52 /5- Owner Date Contractor Date Work Order Signature Document Page 1 of 1 ezlQC-NJPA-FL 5/22/2015 - - GRD1AN z'- Detailed Scope of Work To: Albert Dominguez From: Bruce Mowry David Mancini&Sons, Inc. City of Miami Beach 1939 NW 40th Court 1700 Convention Center Drive Pompano Beach, FL 33064 Miami Beach, FL 33139 305-532-8827 305-673-7080 Date Printed: May 22, 2015 Work Order Number: 030803.00 Work Order Title: CMB-PW water main installation Brief Scope: The proposed improvement consists of the replacement of a water main from 63rd and Lagorce to Indian Creek Drive. Preliminary © 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. The proposed improvement consists of the replacement of a water main from 63rd and Lagorce to Indian Creek Drive. Scope of Work is based on Plans/Specifications and any revisons issued by MSA Milian,Swain&Associates inc.Dated from 5/18/2015 Sheets G-1,G-2,G-3,G-4,C-1, C-2,C-3, C-4,C-4A,C-5,C-6,C-7,M-1,M-2, M-3,M-4, S-1, S-2 Note: Contractor has priced the project based on plans and specifications provided by FOR and walkthrough performed. 1. Contractor has not priced as part of this project any Other than normal Working Hours 2. Contractor has only submitted for 50%of the contaminated soil to be removed and replaced 3. where open cut excavation will cross the intersections,contractor will mill/resurface and replace traffic loops.FDOT requirement. 4. A payment and Performance Bond is included as part of this project not to exceed 2.5% Contractor must abide by all rules all regulation, State,local,or federal guidelines as it relates to underground construction. Scope of Work Page 1 of 2 ez/QC-NJPA-FL 5/22/2015 Detailed Scope of Work Continues.. Work Order Number: 030803.00 Work Order Title: CMB-PW water main installation CCC17'7( Sltb /5 Contractor Date Owner Date Scope of Work Page 2 of 2 ezIQC-NJPA-FL 5/22/2015 Job Order Contract Proposal Review Summary - CSI Date: May 21,2015 • Work Order#: 030803.00 Title: CMB-PW water main installation Contractor: FL-MDCAU06-052014-DMS-David Mancini&Sons,Inc. Proposal Value: $1,559,891.94 Proposal Name: CMB-PW water main installation Mikes Proposal Submitted: 05/21/2015 01 -General Requirements: $220,483.35 02-Site Work: $54,486.85 22-Plumbing: $14,021.21 23-Heating,Ventilating,And Air-Conditioning(HVAC): $71,667.47 31 -Earthwork: $181,293.30 32-Exterior Improvements: $410,847.74 33-Utilities: $604,062.26 34-Transportation: $3,029.76 Proposal Total $1,559,891.94 This proposal total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the or000sal total is due to rounding of the line totals and sub-totals The Percent of NPP on this Proposal: 4.95% Proposal Review Summary-CSI Page 1 of 1 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email Job Order Contract Proposal Review Detail - CSI Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Contractor: FL-MDCAU06-052014-DMS-David Mancini&Sons,Inc. Proposal Value: $1,559,891.94 Proposal Name: CMB-PW water main installation Mikes . Proposal Submitted: 05/21/2015 Rec# CSI Number Mod. UOM Description Line Total 01 -General Requirements 1 01 22 16 00-0002 EA Reimbursable Fees Reimbursable fees will be paid to the contractor for the $36,000.00 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 be included with the Proposal. shall a inclu p sal. Quantity Unit Price Factor Total Installation 36,000.00 x 1.00 x 1.0000 = $36,000.00 Contractors Note: Bond 2.5%of proposal amount 2 01 22 16 00-0002 EA Reimbursable Fees Reimbursable fees will be paid to the contractor for the $21,500.00 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 20,000.00 x 1.00 x 1.0750 = $21,500.00 Contractors Note: allowance for permiting 3 01 22 20 00-0056 HR Flagperson For Traffic Control $13,518.36 Quantity Unit Price Factor Total Installation 460.00 x 25.89 x 1.1351 = $13,518.36 4 01 22 23 00-0228 MO 1"x 8'x 10'Steel Plate $2,248.72 Quantity Unit Price Factor Total Installation 12.00 x 165.09 x 1.1351 = $2,248.72 5 01 22 23 00-0234 MO 1"x 8'x 16'Steel Plate $10,442.14 Quantity Unit Price Factor Total Installation 23.00 x 399.97 x 1.1351 = $10,442.14 Contractors Note: Change week to months 6 01 22 23 00-0422 WK Up To 16'Rails,3 Cylinders,Aluminum Hydraulic Shoring Up to 88"spread $851.89 width. Quantity Unit Price Factor Total Installation 10.00 x 75.05 x 1.1351 = $851.89 Contractors Note: Dewatering Proposal Review Detail -CSI Page 1 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email Proposal Review Detail-CSI Continued.. Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total 101 -General Requirements II 7 01 22 23 00-0980 WK 16,500 GPH,3"Discharge,85'Maximum Head,Gas Powered Portable $1,918.21 Centrifugal Pump Quantity Unit Price Factor Total Installation 10.00 x 168.99 x 1.1351 = $1,918.21 1 Contractors Note: Dewatering 8 01 22 23 00-1004 WK 156,000 GPH,6"Discharge,160'Maximum Head,Diesel Powered Portable $12,787.81 Trash Pump Quantity Unit Price Factor Total Installation 10.00 x 1,126.58 x 1.1351 = $12,787.81 Contractors Note: Dewatering 9 01 22 23 00-1047 WK 3"Inside Diameter,20'Length,Suction Hose With Couplings $1,348.04 Quantity Unit Price Factor Total Installation 20.00 x 59.38 x 1.1351 = $1,348.04 Contractors Note: Dewatering 10 01 22 23 00-1053 WK 6"Inside Diameter,20'Length,Suction Hose With Couplings $2,369.41 Quantity Unit Price Factor Total Installation 20.00 x 104.37 x 1.1351 = $2,369.41 Contractors Note: Dewatering 11 01 55 26 00-0025 MO Channelizer Drum $9,192.27 Quantity Unit Price Factor Total Installation 660.00 x 12.27 x 1.1351 = $9,192.27 Contractors Note: MOT 12 01 55 26 00-0030 WK Type I Barricade,Up To 3'Wide With Reflective Rail Each Side $4,380.58 Quantity Unit Price Factor Total Installation 1,440.00 x 2.68 x 1.1351 = $4,380.58 Contractors Note: MOT 13 01 55 26 00-0036 WK Type III Barricade,Up To 5'Wide With Three Reflective Rails $1,106.59 Quantity Unit Price Factor Total Installation 144.00 x 6.77 x 1.1351 = $1,106.59 Contractors Note: MOT 14 01 55 26 00-0048 WK Type B Flasher(High Intensity) $7,449.09 Quantity Unit Price Factor Total Installation 875.00 x 7.50 x 1.1351 = $7,449.09 Contractors Note: MOT 15 01 55 26 00-0078 MO Aluminum Sign And Post $3,650.77 Quantity Unit Price Factor Total Installation 155.00 x 20.75 x 1.1351 = $3,650.77 Contractors Note: MOT signage ' 16 01 55 26 00-0081 MO Aluminum Sign And A Frame Stand $5,579.92 Quantity Unit Price . Factor Total Installation 180.00 x 27.31 x 1.1351 = $5,579.92 Contractors Note: MOT signage 17 01 55 26 00-0082 DAY Trailer Mounted Arrow Board $23,610.08 Quantity Unit Price Factor Total Installation 520.00 x 40.00 x 1.1351 = $23,610.08 Contractors Note: MOT Proposal Review Detail -CSI Page 2 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email Proposal Review Detail-CSI Continued.. Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total 1,01 -General Requirements • i 18 01 55 26 00-0087 MO Trailer Mounted Message Board $7,150.41 Quantity Unit Price Factor Total Installation 7.00 x 899.91 x 1.1351 = $7,150.41 Contractors Note: MOT 19 01 55 26 00-0105 EA Place And Remove Crash Attenuator Barrels If lifting equipment is not $5,165.16 • available on site, Quantity Unit Price Factor Total Installation 180.00 x 25.28 x 1.1351 = $5,165.16 Contractors Note: MOT 20 01 55 26 00-0108 EA Place And Remove>250 Cones By Hand From Roadside $1,384.82 . Quantity Unit Price Factor Total Installation 2,000.00 x 0.61 x 1.1351 = $1,384.82 Contractors Note: MOT 21 01 56 26 00-0005 LF Temporary 6'High Chain Link Fence And Posts,Up To 6 Months $2,122.64 Quantity Unit Price Factor Total Installation 1,000.00 x 1.87 x 1.1351 = $2,122.64 22 01 66 19 00-0005 CY Handling Material For Over 125'Per CY Of Material Per 125'For delivery, $1,427.96 1 demo or miscellaneous moving required by owner. Quantity Unit Price Factor Total Installation 925.00 x 1.36 x 1.1351 = $1,427.96 23 01 71 13 00-0003 EA Equipment Delivery,Pickup,Mobilization And Demobilization Using A Tractor $4,570.25 Trailer With Up To 53'Bed Includes 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 Installation 10.00 x 402.63 x 1.1351 = $4,570.25 Contractors Note: Mobilization of heavy equipement Track,Loader,etc 24 01 71 23 16-0005 HR 2 Person Survey Crew(Unit Of Measure Is Per Crew Hour Worked)Includes $7,282.35 ' surveyor,rodman,equipment and instruments. Quantity Unit Price Factor Total Installation 40.00 x 160.39 x 1.1351 = $7,282.35 • Contractors Note: Certified Asbuilts 25 01 71 36 00-0008 EA Electromagnetic(SIR/GPR)Survey>4 To 500 SF Of Concrete,Masonry Or $6,067.68 Asphalt Quantity Unit Price Factor Total Installation 10.00 x 534.55 x 1.1351 = $6,067.68 Contractors Note: GPR required prior to installation of pipe hangers 26 01 74 19 00-0015 EA 20 CY Dumpster(3 Ton)"Construction Debris"Includes delivery of $2,874.07 dumpster,rental cost,pick-up cost,hauling,and disposal fee: Non-hazardous material. Quantity Unit Price Factor Total Installation 6.00 x 422.00 x 1.1351 = $2,874.07 27 01 74 19 00-0036 CYM Hauling On Paved Roads,First 15 Miles $11,477.00 Quantity Unit Price Factor Total Installation 20,222.00 x 0.50 x 1.1351 = $11,477.00 • Proposal Review Detail -CSI • Page 3 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email • Proposal Review Detail-CSI Continued.. Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total 01 -General Requirements 28 01 74 19 00-0037 CYM Hauling On Paved Roads,Miles Over Initial 15 Miles $13,007.13 Quantity Unit Price Factor Total Installation 33,703.00 x 0.34 x 1.1351 = $13,007.13 Subtotal for 01 -General Requirements: $220,483.35 102-Site Work II 29 02 41 13 13-0012 SF Up To 3"By Hand,Break-up And Leave In Place Bituminous Paving $793.78 Quantity Unit Price Factor Total Installation 1,110.00 x 0.63 x 1.1351 = $793.78 Contractors Note: temp asphalt removal 30 02 61 13 00-0004 CY Disposal Fees Of Contaminated Soil $53,693.07 Quantity Unit Price Factor Total Installation 750.00 x 63.07 x 1.1351 = $53,693.07 Contractors Note: Contractor stating there is contaminated soil Subtotal for 02-Site Work: $54,486.85 [22-Plumbing II 31 22 11 16 00-1111 EA 2"x 6"Long,Red Brass Pipe Nipple $2,284.28 Quantity Unit Price Factor Total Installation 26.00 'x 77.40 x 1.1351 = $2,284.28 32 23 21 13 23-2432 Mod LF For Work In Restricted Working Space,Add $11,736.93 Quantity Unit Price Factor Total Installation 880.00 x 11.75 x 1.1351 = $11,736.93 Contractors Note: Subtotal for 22-Plumbing: $14,021.21 123-Heating,Ventilating,And Air-Conditioning(HVAC) II 33 23 05 23 00-0041 EA 6"Gate Valve,Iron Body,Flanged,125 LB,Bronze Trim,With Non Rising $3,971.71 Stem Quantity Unit Price Factor Total Installation 5.00 x 699.80 x 1.1351 = $3,971.71 34 23 05 23 00-0041 Mod For 250 LB Rating,Add $1,510.19 Quantity Unit Price Factor Total Installation 5.00 x 266.09 x 1.1351 = $1,510.19 35 23 05 23 00-0042 EA 8"Gate Valve,Iron Body,Flanged,125 LB,Bronze Trim,With Non Rising $7,308.52 Stem Quantity Unit Price Factor Total Installation 6.00 . x 1,073.11 x 1.1351 = $7,308.52 36 23 05 23.00-0042 Mod For Work In Restricted Working Space,Add $391.41 Quantity Unit Price Factor Total Installation 6.00 x 57.47 x 1.1351 = $391.41 37 23 05 23 00-0043 EA 10"Gate Valve,Iron Body,Flanged,125 LB,Bronze Trim,With Non Rising $1,587.89 Stem Quantity Unit Price Factor Total Installation 1.00 x 1,398.90 x 1.1351 = $1,587.89 38 23 05 23 00-0043 Mod EA For 250 LB Rating,Add $660.76 Quantity Unit Price Factor Total Installation 1.00 x 582.12 x 1.1351 = $660.76 Proposal Review Detail -CSI Page 4 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email • Proposal Review Detail-CSI Continued.. . Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total 123-Heating,Ventilating,And Air-Conditioning(HVAC) 39 23 21 13 23-1358 EA 6"11-1/4 Degree Elbow,Ductile Iron,Grooved $454.52 Quantity Unit Price Factor Total Installation 2.00 x 200.21 x 1.1351 = $454.52 40 23 21 13 23-1359 EA 8"11-1/4 Degree Elbow,Ductile Iron,Grooved $873.60 Quantity Unit Price Factor Total Installation 2.00 x 384.81 x 1.1351 = $873.60 41 23 21 13 23-2432 LF 20"SDR-21 HDPE Pipe $54,908.87 Quantity Unit Price Factor Total Installation 880.00 x 54.97 x 1.1351 = $54,908.87 Contractors Note: Water main Directional Bore pipping DR-11 Subtotal for 23-Heating,Ventilating,And Air-Conditionir $71,667.47 31 -Earthwork II 42 31 23 16 13-0005 CY Over 12"Wide,Excavation for Trenching by Machine in Loose Rock $21,793.90 Quantity Unit Price Factor Total Installation 2,986.00 x 6.43 x 1.1351 = $21,793.90 43 31 23 16 13-0007 CY Excavation For Trenching By Hand In Soil Includes stockpiling excess $1,784.38 materials and trimming sides and bottom of trench. Quantity Unit Price Factor Total Installation 40.00 x 39.30 x 1.1351 = $1,784.38 Contractors Note: ? 44 31 23 16 13-0008 CY Excavation For Trenching By Hand In Loose Rock Includes stockpiling $765.28 excess materials and trimming sides and bottom of trench. Quantity Unit Price Factor Total Installation 10.00 x 67.42 x 1.1351 = $765.28 Contractors Note: ? 45 31 23 16 13-0011 CY Backfilling or Placing Subbase for Trenches with Imported or Stockpiled $11,465.65 Materials by Hand Quantity Unit Price Factor Total Installation 925.00 x 10.92 x 1.1351 = $11,465.65. Contractors Note: ? 46 31 23 16 13-0019 CY Load Excess Material by Hand for Removal from Excavation for Trenching $8,832.67 Quantity Unit Price Factor Total Installation 270.00 x 28.82 x 1.1351 = $8,832.67 Contractors Note: ? 47 31 23.16 33-0007 CY Spreading,Shaping,and Rough Grading Imported or Stockpiled Material for $2,855.91 • Bulk Excavation by Machine Quantity Unit Price Factor Total Installation 925.00 x 2.72 x 1.1351 = $2,855.91 Contractors Note: ? 48 31 23 16 33-0009 CY Cutting,Shaping and Rough Grading Existing Elevations For Bulk Excavation $12,666.47 by Machine Quantity Unit Price Factor Total Installation 3,695.00 x 3.02 x 1.1351 = $12,666.47 Contractors Note: 925+2770 Proposal Review Detail -CSI Page 5 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email • Proposal Review Detail-CSI Continued.. Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total 31 -Earthwork 49 31 23.16 33-0009 Mod CY For>1,000,Deduct $-1,887.39 Quantity Unit Price Factor Total Installation 3,695.00 x -0.45 x 1.1351 = $-1,887.39 Contractors Note: 50 31 23 16 33-0016 SY Finish Grading for Bulk Excavation by Machine $491.73 Quantity Unit Price Factor Total Installation 1,444.00 x 0.30 x 1.1351 = $491.73 51 31 23 16 33-0016 SY Finish Grading for Bulk Excavation by Machine $642.92 Quantity Unit Price Factor Total Installation 1,888.00 x 0.30 x • 1.1351 = $642.92 52 31 23 16 33-0016 SY Finish Grading for Bulk Excavation by Machine $491.73 • Quantity Unit Price Factor Total Installation 1,444.00 x 0.30 x 1.1351 = $491.73 53 31 23 16 36-0022 CY Compaction Of Fill Or Subbase For Building Foundations and Other $3,775.80 Structures by Hand Quantity Unit Price Factor Total Installation 270.00 x 12.32 x 1.1351 = $3,775.80 54 31 23 19 00-0003 LF Up To 100'In Length Well Point System Delivery,Installation And Removal $59,358.92 Quantity Unit Price Factor Total Installation 1,10.0.00 x 47.54 x 1.1351 = $59,358.92 Contractors Note: Dewatering 55 31 23 19 00-0010 LFD Up To 100'In Length Well Point System Rental(LF x Days=Quantity) $66,743.88 Quantity Unit Price Factor Total Installation 60,000.00 x 0.98 x 1.1351 = $66,743.88 Contractors Note: Dewatering 56 31 23 19 00-0010 Mod LFD For>1 Month,Deduct $-18,388.62 Quantity Unit Price Factor Total Installation 60,000.00 x -0.27 x 1.1351 = $-18,388.62 57 31 24 13 00-0004 CY Cut,Shape,and Rough Grading for Roadways,Parking Areas,Landscaping $9,900.07 and Embankments by Machine in Soil Quantity Unit Price Factor Total Installation 2,888.00 x 3.02 x 1.1351 = $9,900.07 Subtotal for 31 -Earthwork: $181,293.30 32-Exterior Improvements II 58 32 01 16 71-0005 SY >6"To 12"Depth,Production Cold Milling Of Asphalt $17,853.75 Quantity Unit Price Factor Total Installation 4,333.00 x 3.63 x 1.1351 = $17,853.75 59 32 01 16 71-0010 SY >6"To 12"Depth,Limited Cold Milling Of Asphalt $18,980.79 Quantity Unit Price Factor Total Installation 667.00 x 25.07 x 1.1351 = $18,980.79 60 32 11 16 00-0017 SY 12"Thick FDOT Limerock $107,542.44 Quantity Unit Price Factor Total Installation 2,210.00 x 42.87 x 1.1351 = $107,542.44 • 61 32 12 16 13-0071 TON Superpave Leveling Course,SP-9.5 $219,952.91 Quantity Unit Price Factor Total Installation 1,481.00 x 130.84 x 1.1351 = $219,952.91 Proposal Review Detail -CSI Page 6 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email Proposal Review Detail-CSI Continued.. Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total 32-Exterior Improvements II 62 32 12 16 13-0071 Mod TON For>1000,Deduct $-27,502.52 Quantity Unit Price Factor Total Installation 1,481.00 x -16.36 x 1.1351 = $-27,502.52 Contractors Note: 63 32 12 16 13-0072 TON Superpave Traffic C,SP-9.5 $69,058.76 Quantity Unit Price Factor Total Installation 496.00 x 122.66 x 1.1351 = $69,058.76 64 32 12 16 13-0072 Mod TON For>375 To 500,Deduct $-5,179.69 Quantity Unit Price Factor Total Installation 496.00 x -9.20 x 1.1351 = $-5,179.69 Contractors Note: 65 32 17 23 33-0004 LF Single 6"Wide Solid Line,Thermoplastic Reflective Pavement Striping $921.70 Quantity Unit Price Factor Total Installation 700.00 x 1.16 x 1.1351 = $921.70 66 32 17 23 33-0008 LF Double 6"Wide Solid Lines,Thermoplastic Reflective Pavement Striping $4,880.93 Quantity Unit Price Factor Total Installation 2,000.00 x 2.15 x 1.1351 = $4,880.93 67 32 17 23 33-0035 LF Single 6"Wide Solid Line,Thermoplastic Reflective Pavement Striping By $998.89 Hand For Repairs Quantity Unit Price Factor Total Installation 500.00 x 1.76 x 1.1351 = $998.89 68 32 17 23 33-0038 LF Single 24"Wide Solid Line,Thermoplastic Reflective Pavement Striping By $610.91 Hand For Repairs Quantity Unit Price Factor Total Installation 90.00 x 5.98 x 1.1351 = $610.91 69 32 92 23 00-0013 MSF >4,000 To 8,000 SF,Zoysia Sod,Installed On Level Ground $2,728.87 Quantity Unit Price Factor Total Installation 4.00 x 601.02 x 1.1351 = $2,728.87 Contractors Note: Sodd replacement Subtotal for 32-Exterior Improvements: $410,847.74 133-Utilities II 70 33 00 00 00-0000 ea Heavy Duty Stainless Steel Pipe Hanger for 20"DIP(bridge) $33,640.99 NPP Task Quantity Unit Price Factor Total Installation 33.00 x 820.00 x 1.2432 = $33,640.99 71 33 00 00 00-0000 ea 20"restraining Gasket for DIP $36,052.80 NPP Task Quantity Unit Price Factor Total Installation 50.00 x 580.00 x 1.2432 = $36,052.80 72 33 00 00 00-0000 ea 6"restraining Gasket for 6"DIP $1,280.50 NPP Task Quantity Unit Price Factor Total Installation 10.00 x 103.00 x 1.2432 = $1,280.50 73 33 00 00 00-0001 ea 16"restraining Gasket for 16"DIP $1,426.82 NPP Task Quantity Unit Price Factor Total Installation 3.00 x 419.00 x 1.1351 = $1,426.82 74 33 00 00 00-0004 ea 8"restraining Gasket for DIP $2,367.05 NPP Task Quantity Unit Price Factor Total Installation 14.00 x 136.00 x 1.2432 = $2,367.05 Proposal Review Detail -CSI Page 7 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email Proposal Review Detail-CSI Continued.. Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total 133-Utilities 75 33000-0003 ea 12"Restraining Gasket for DIP $2,386.94 NPP Task Quantity Unit Price Factor Total Installation 10.00 x 192.00 x 1.2432 = $2,386.94 76 33 01 30 51-0359 EA 8"Pipe Plug $414.99 Quantity Unit Price Factor Total Installation 4.00 x 91.40 x 1.1351 = $414.99 77 33 05 23 13-0032 LF 24"Diameter Directional Boring For Horizontal Pipe,Underground $47,296.21 Quantity Unit Price Factor Total Installation 860.00 x 48.45 x 1.1351 = $47,296.21 I 78 33 11 13 13-0021 EA 6"90 Degree Elbow,Mechanical Joint Ductile Iron $990.74 Quantity Unit Price Factor Total Installation 2.00 x 436.41 x 1.1351 = $990.74 79 33 11 13 13-0021 Mod EA For Cement Lining,Add ANSI/AWVVA C104/A21.4 $90.04 Quantity Unit Price Factor Total Installation 2.00 x 39.66 x 1.1351 = $90.04 Contractors Note: 80 33 11 13 13-0021 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $67.54 Quantity Unit Price Factor Total Installation 2.00 x 29.75 x 1.1351 = $67.54 Contractors Note: 81 33 11 13 13-0024 EA 12"90 Degree Elbow,Mechanical Joint Ductile Iron $2,882.59 Quantity Unit Price Factor Total Installation 2.00 x 1,269.75 x 1.1351 = $2,882.59 82 33 11 13 13-0024 Mod EA For Cement Lining,Add ANSI/AWWA C104/A21.4 $274.76 Quantity Unit Price Factor Total Installation 2.00 x 121.03 x 1.1351 = $274.76 83 33 11 13 13-0024 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $206.07 Quantity Unit Price Factor Total Installation 2.00 x 90.77 x 1.1351 = $206.07 84 33 11 13 13-0028 EA 20"90 Degree Elbow,Mechanical Joint Ductile Iron $12,463.85 Quantity Unit Price Factor Total Installation 4.00 x 2,745.10 x 1.1351 = $12,463.85 85 33 11 13 13-0028 Mod EA For Cement Lining,Add ANSI/AWWA C104/A21.4 $1,185.77 Quantity Unit Price Factor Total Installation 4.00 x 261.16 x 1.1351 = $1,185.77 Contractors Note: 86 33 11 13 13-0038 EA 8"45 Degree Elbow,Mechanical Joint Ductile Iron $3,230.06 Quantity Unit Price Factor Total Installation 6.00 x 474.27 x 1.1351 = $3,230.06 87 33 11 13 13-0038 Mod For Cement Lining,Add ANSI/AWWA C104/A21.4 $290.88 Quantity Unit Price Factor Total Installation 6.00 x 42.71 x 1.1351 = $290.88 88 33 11 13 13-0038 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AVVWA C151/A21.51 $218.14 Quantity Unit Price Factor Total Installation 6.00 x 32.03 x 1.1351 = $218.14 Proposal Review Detail -CSI Page 8 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email _ Proposal Review Detail-CSI Continued.. Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total 33-Utilities 89 33 11 13 13-0044 EA 20"45 Degree Elbow,Mechanical Joint Ductile Iron $45,415.19 Quantity Unit Price Factor Total Installation 18.00 x 2,222.77 x 1.1351 = $45,415.19 90 33 11 13 13-0044 Mod For Cement Lining,Add ANSI/AVVWA C104/A21.4 $4,268.82 Quantity Unit Price Factor Total • Installation 18.00 x 208.93 x 1.1351 = $4,268.82 91 33 11 13 13-0044 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AVVWA C151/A21.51 $3,201.66 Quantity Unit Price Factor Total Installation 18.00 x 156.70 x 1.1351 = $3,201.66 92 33 11 13 13-0054 EA 8"22-1/2 Degree Elbow,Mechanical Joint Ductile Iron $1,054.42 Quantity Unit Price Factor Total Installation 2.00 x 464.46 x 1.1351 = $1,054.42 93 33 11 13 13-0054 EA 8"22-1/2 Degree Elbow,Mechanical Joint Ductile Iron $2,108.83 Quantity Unit Price Factor Total Installation 4.00 x 464.46 x 1.1351 = $2,108.83 94 33 11 13 13-0060 EA 20"22-1/2 Degree Elbow,Mechanical Joint Ductile Iron $4,665.78 Quantity Unit Price Factor Total Installation 2.00 x 2,055.23 x 1.1351 = $4,665.78 95 33 11 13 13-0060 Mod For Cement Lining,Add ANSI/AWWA C104/A21.4 $436.26 Quantity Unit Price Factor Total Installation 2.00 x 192.17 x 1.1351 = $436.26 96 33 11 13 13-0060 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $327.20 Quantity Unit Price Factor Total Installation 2.00 x 144.13 x 1.1351 = $327.20 1 . 97 33 11 13 13-0072 EA 6"x 6"Tee,Mechanical Joint Ductile Iron $558.07 1 Quantity Unit Price Factor Total Installation 1.00 x 491.65 x 1.1351 = $558.07 98 33 11 13 13-0072 Mod EA For Cement Lining,Add ANSI/AVVWA C104/A21.4 $49.18 Quantity Unit Price Factor Total Installation 1.00 x 43.33 x 1.1351 = $49.18 Contractors Note: 99 33 11 13 13-0072 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $36.88 Quantity Unit Price Factor Total Installation 1.00 x 32.49 x 1.1351 = $36.88 Contractors Note: 100 33 11 13 13-0072 EA 6"x 6"Tee,Mechanical Joint Ductile Iron $601.84 Quantity Unit Price Factor Total Installation 1.00 x 491.65 x 1.1351 = $558.07 Demolition 1.00 x 38.56 x 1.1351 = $43.77 101 33 11 13 13-0072 Mod EA For Cement Lining,Add ANSI/AWWA C104/A21.4 $49.18 Quantity Unit Price Factor Total Installation 1.00 x 43.33 x 1.1351 = $49.18 102 33 11 13 13-0072 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $36.88 Quantity Unit Price Factor Total Installation 1.00 x 32.49 x 1.1351 = $36.88 Proposal Review Detail -CSI Page 9 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email Proposal Review Detail-CSI Continued.. . Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total 1 133-Utilities 103 33 11 13 13-0074 EA 8"x 6"Tee,Mechanical Joint Ductile Iron $2,393.03 Quantity Unit Price Factor Total Installation 4.00 x 515.36 x 1.1351 = $2,339.94 Demolition 1.00 x 46.77 x 1.1351 = $53.09 104 33 11 13 13-0074 Mod EA For Cement Lining,Add ANSI/AVVWA C104/A21.4 $201.82 Quantity Unit Price Factor Total Installation 4.00 x 44.45 x 1.1351 = $201.82 105 33 11 13 13-0074 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AVVWA C151/A21.51 $151.38 Quantity Unit Price Factor Total Installation 4.00 x 33.34 x 1.1351 = $151.38 106 33 11 13 13-0075 'EA 8"x 8"Tee,Mechanical Joint Ductile Iron $620.68 Quantity Unit Price Factor Total Installation 1.00 x 546.81 x 1.1351 = $620.68 107 33 11 13 13-0075 Mod EA For Cement Lining,Add ANSI/AVVWA C104/A21.4 $54.03 Quantity Unit Price Factor Total Installation 1.00 x 47.60 x 1.1351 = $54.03 Contractors Note: 108 33 11 13 13-0075 EA 8"x 8"Tee,Mechanical Joint Ductile Iron $1,241.37 I Quantity Unit Price Factor Total Installation 2.00 x 546.81 x 1.1351 = $1,241.37 109 33 11 13 13-0079 EA 10"x 10"Tee,Mechanical Joint Ductile Iron $789.48 Quantity Unit Price Factor Total • Installation 1.00 x 695.52 x 1.1351 = $789.48 110 33 11 13 13-0079 Mod EA For Cement Lining,Add ANSI/AVWVA C104/A21.4 $70.29 Quantity Unit Price Factor Total Installation 1.00 x 61.92 x 1.1351 = $70.29 111 33 11 13 13-0079 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AVVWA C151/A21.51 $52.71 Quantity Unit Price Factor Total Installation 1.00 x 46.44 x 1.1351 = $52.71 112 33 11 13 13-0084 EA 12"x 12"Tee,Mechanical Joint Ductile Iron $1,039.92 Quantity Unit Price Factor Total Installation 1.00 x 916.15 x 1.1351 = $1,039.92 113 33 11 13 13-0084 Mod EA For Cement Lining,Add ANSI/AVVWA C104/A21.4 $94.03 Quantity Unit Price Factor Total Installation 1.00 x 82.84 x 1.1351 = $94.03 114 33 11 13 13-0084 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $70.52 Quantity Unit Price Factor Total Installation 1.00 x 62.13 x 1.1351 = $70.52 115 33 11 13 13-0097 EA 16"x 16"Tee,Mechanical Joint Ductile Iron $3,796.63 Quantity Unit Price Factor Total Installation 1.00 x 3,344.75 x 1.1351 = $3,796.63 116 33 11 13 13-0097 Mod For Cement Lining,Add ANSI/AVVWA C104/A21.4 $364.54 Quantity • Unit Price Factor Total Installation 1.00 x 321.15 x 1.1351 = $364.54 117 33 11 13 13-0097 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AVVWA C151/A21.51 $273.40 Quantity Unit Price Factor Total Installation 1.00 x 240.86 x 1.1351 = $273.40 Proposal Review Detail -CSI Page 10 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email Proposal Review Detail-CSI Continued.. Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total 133-Utilities II 118 33 11 13 13-0097 EA 16"x 16"Tee,Mechanical Joint Ductile Iron $3,796.63 Quantity Unit Price Factor Total Installation 1.00 x 3,344.75 x 1.1351 = $3,796.63 119 33 11 13 13-0097 Mod EA For Cement Lining,Add ANSI/AVWVA C104/A21.4 $364.54 Quantity Unit Price Factor Total Installation 1.00 x 321.15 x 1.1351 = $364.54 Contractors Note: 120 33 11 13 13-0097 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AVVWA C151/A21.51 $273.40 Quantity Unit Price Factor Total Installation 1.00 x 240.86 x 1.1351 = $273.40 . Contractors Note: 121 33 11 13 13-0105 EA 20"x 6"Tee,Mechanical Joint Ductile Iron $4,786.43 Quantity . Unit Price Factor Total Installation 1.00 x 4,040.46 x 1.1351 = $4,586.33 Demolition 1.00 x 176.29 x 1.1351 = $200.11 122 33 11 13 13-0105 Mod For Cement Lining,Add ANSI/AVWVA C104/A21.4 $428.32 Quantity Unit Price Factor Total Installation 1.00 x 377.34 x 1.1351 = $428.32 123 33 11 13 13-0105 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AVVWA C151/A21.51 $321.23 Quantity Unit Price Factor Total Installation 1.00 x 283.00 x 1.1351 = $321.23 124 33 11 13 13-0108 EA 20"x 12"Tee,Mechanical Joint Ductile Iron $4,881.02 Quantity Unit Price Factor Total Installation 1.00 x 4,300.08 x 1.1351 = $4,881.02 125 33 11 13 13-0108 Mod For Cement Lining,Add ANSI/AVVWA C104/A21.4 $457.79 Quantity Unit Price Factor Total Installation 1.00 x 403.30 x 1.1351 = $457.79 126 33 11 13 13-0108 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AVWVA C151/A21.51 $343.33 Quantity Unit Price Factor Total Installation 1.00 x 302.47 x 1.1351 = $343.33 127 33 11 13 13-0110 EA 20"x 16"Tee,Mechanical Joint Ductile Iron $5,817.58 Quantity Unit Price Factor Total Installation 1.00 x 5,125.17 x 1.1351 = $5,817.58 128 33 11 13 13-0110 Mod For Cement Lining,Add ANSI/AVVWA C104/A21.4 $551.44 Quantity Unit Price Factor Total Installation 1.00 x 485.81 x 1.1351 = $551.44 129 33 11 13 13-0110 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $413.59 Quantity Unit Price Factor Total Installation 1.00 x 364.36 x 1.1351 = $413.59 130 33 11 13 13-0202 EA 20"x 8"Cross,Mechanical Joint Ductile Iron $5,010.57 Quantity Unit Price Factor Total Installation 1.00 x 4,414.21 x 1.1351 = $5,010.57 131 33 11 13 13-0202 Mod For Cement Lining,Add ANSI/AVWVA C104/A21.4 $469.90 Quantity Unit Price Factor Total Installation 1.00 x 413.97 x 1.1351 = $469.90 I Proposal Review Detail -CSI Page 11 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email , • Proposal Review Detail-CSI Continued.. Date: May 21,2015 • Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total [33-Utilities I 132 33 11 13 13-0202 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AVVWA C151/A21.51 $352.43 ' Quantity Unit Price Factor Total Installation 1.00 x 310.48 x 1.1351 = $352.43 133 33 11 13 13-0264 EA 12"x 8"Mechanical Joint x Mechanical Joint Reducer,Ductile Iron $490.23 Quantity Unit Price Factor Total Installation 1.00 x 431.88 x 1.1351 = $490.23 134 33 11 13 13-0264 Mod EA For Cement Lining,Add ANSI/AVWVA C104/A21.4 $42.27 Quantity Unit Price Factor Total Installation 1.00 x 37.24 x 1.1351 = $42.27 135 33 11 13 13-0264 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $31.70 Quantity Unit Price Factor Total Installation 1.00 x 27.93 x 1.1351 = $31.70 136 33 11 13 13-0280 EA 20"x 10"Mechanical Joint x Mechanical Joint Reducer,Ductile Iron $2,436.41 Quantity Unit Price Factor Total Installation 1.00 x 2,146.43 x 1.1351 = $2,436.41 137 33 11 13 13-0280 Mod EA For Cement Lining,Add ANSI/AWWA C104/A21.4 $228.48 Quantity Unit Price Factor Total Installation 1.00 x 201.29 x 1.1351 = $228.48 138 33 11 13 13-0280 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $171.37 Quantity Unit Price Factor Total Installation 1.00 x 150.97 x 1.1351 = $171.37 139 33 11 13 13-0328 EA 8"Mechanical Joint Cap,Ductile Iron $1,284.34 Quantity Unit Price Factor Total Installation 4.00 x 282.87 x 1.1351 = $1,284.34 140 33 11 13 13-0328 Mod EA For Cement Lining,Add ANSI/AWWA C104/A21.4 $89.04 Quantity Unit Price Factor - Total Installation 4.00 x 19.61 x 1.1351 = $89.04 141 33 11 13 13-0328 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $66.79 Quantity Unit Price Factor Total Installation 4.00 x 14.71 x 1.1351 = $66.79 142 33 11 13 13-0328 EA 8"Mechanical Joint Cap,Ductile Iron $1,284.34 , Quantity Unit Price Factor Total Installation 4.00 x 282.87 x 1.1351 = $1,284.34 143 33 11 13 13-0328 Mod EA For Cement Lining,Add ANSI/AWWA C104/A21.4 $89.04 Quantity , Unit Price Factor Total Installation 4.00 x 19.61 x 1.1351 = $89.04 144 33 11 13 13-0328 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $66.79 Quantity Unit Price Factor Total Installation 4.00 x 14.71 x 1.1351 = $66.79 145 33 11 13 13-0332 EA 16"Mechanical Joint Cap,Ductile Iron $4,682.47 Quantity Unit Price Factor Total Installation 4.00 x 1,031.29 x 1.1351 = $4,682.47 146 33 11 13 13-0332 Mod For Cement Lining,Add ANSI/AVWVA C104/A21.4 $391.29 Quantity Unit Price Factor Total Installation 4.00 x 86.18 x 1.1351 = $391.29 147 33 11 13 13-0332 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $293.45 Quantity Unit Price Factor Total Installation 4.00 x 64.63 x 1.1351 = $293.45 Proposal Review Detail -CSI Page 12 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email • Proposal Review Detail-CSI Continued.. • Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total [33-Utilities II 148 33 11 13 13-0334 EA 20"Mechanical Joint Cap,Ductile Iron $7,365.94 Quantity Unit Price Factor Total Installation 4.00 x 1,622.31 x 1.1351 = $7,365.94 149 33 11 13 13-0334 Mod For Cement Lining,Add ANSI/AWVVA C104/A21.4 $637.65 Quantity Unit Price Factor Total Installation 4.00 x 140.44 x 1.1351 = $637.65 . 150 33 11 13 13-0334 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $478.24 Quantity Unit Price Factor Total Installation 4.00 x 105.33 x 1.1351 = $478.24 151 33 11 13 13-0375 EA 6"Mechanical Joint x Mechanical Joint Solid Sleeve,Ductile Iron $939.89 Quantity Unit Price Factor Total Installation 2.00 x 414.01 x 1.1351 = $939.89 152 33 11 13 13-0376 EA 8"Mechanical Joint x Mechanical Joint Solid Sleeve,Ductile Iron $1,185.93 Quantity Unit Price Factor Total Installation 2.00 x 522.39 x 1.1351 = $1,185.93 153 33 11 13 13-0377 EA 10"Mechanical Joint x Mechanical Joint Solid'Sleeve,Ductile Iron $796.58 Quantity Unit Price Factor Total Installation 1.00 x 701.77 x 1.1351 = $796.58 154 33 11 13 13-0377 Mod EA For Cement Lining,Add ANSI/AWWA C104/A21.4 $58.02 Quantity Unit Price Factor Total Installation 1.00 x 51.11 x 1.1351 = $58.01 155 33 11 13 13-0377 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $43.51 Quantity Unit Price Factor Total Installation 1.00 x 38.33 x 1.1351 = $43.51 156 33 11 13 13-0378 EA 12"Mechanical Joint x Mechanical Joint Solid Sleeve,Ductile Iron $1,922.59 Quantity Unit Price Factor Total Installation 2.00 x 846.88 x 1.1351 = $1,922.59 157 33 11 13 13-0378 Mod EA For Cement Lining,Add ANSI/AVWVA C104/A21.4 $145.02 Quantity Unit Price Factor Total Installation 2.00 x 63.88 x 1.1351 = $145.02 158 33 11 13 13-0378 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AVVWA C151/A21.51 $108.77 Quantity Unit Price Factor Total Installation 2.00 x 47.91 x 1.1351 = $108.77 159 33 11 13 13-0380 EA 16"Mechanical Joint x Mechanical Joint Solid Sleeve,Ductile Iron $1,711.91 . Quantity Unit Price Factor Total Installation 1.00 x 1,508.16 x 1.1351 = $1,711.91 160 33 11 13 13-0380 Mod EA For Cement Lining,Add ANSI/AVVWA C104/A21.4 $142.33 Quantity Unit Price Factor Total Installation 1.00 x 125.39 x 1.1351 = $142.33 161 33 11 13 13-0380 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 , $106.74 Quantity Unit Price Factor Total Installation 1.00 x 94.04 •x 1.1351 = $106.74 162 33 11 13 13-0391 EA 6"Pipe And Fitting Restraint,Mechanical Joint Ductile Iron(Megalug 1100) $688.14 Quantity Unit Price Factor Total Installation 6.00 x 101.04 x 1.1351 = $688.14 163 33 11 13 13-0391 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AVWVA C151/A21.51 $22.07 Quantity Unit Price Factor Total Installation 6.00 x 3.24 x 1.1351 = $22.07 Proposal Review Detail -CSI Page 13 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email Proposal R vi w Detail-C e e eta CSI Continued.. _ May Ma 21 Date: ,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total • 33-Utilities II 164 33 11 13 13-0391 EA 6"Pipe And Fitting Restraint,Mechanical Joint Ductile Iron(Megalug 1100) $2,752.57 Quantity Unit Price Factor Total Installation 24.00 x 101.04 x 1.1351 • = , $2,752.57 165 33 11 13 13-0391 Mod EA For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $88.27 Quantity Unit Price Factor Total Installation 24.00 x 3.24 x 1.1351 = $88.27 166 33 11 13 13-0392 EA 8"Pipe And Fitting Restraint,Mechanical Joint Ductile Iron(Megalug 1100) $5,476.13 Quantity Unit Price Factor Total Installation 36.00 x 134.01 x 1.1351 = $5,476.13 167 33 11 13 13-0392 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $203.91 Quantity Unit Price Factor Total Installation 36.00 x 4.99 x 1.1351 = $203.91 168 33 11 13 13-0394 EA 12"Pipe And Fitting Restraint,Mechanical Joint Ductile Iron(Megalug 1100) $8,012.44 Quantity Unit Price Factor Total Installation 28.00 x 252.10 x 1.1351 = $8,012.44 169 33 11 13 13-0394 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $231.41 Quantity Unit Price Factor Total Installation 19.00 x 10.73 x 1.1351 = $231.41 170 33 11 13 13-0396 EA 16"Pipe And Fitting Restraint,Mechanical Joint Ductile Iron(Megalug 1100) $8,372.92 Quantity Unit Price Factor Total Installation 19.00 x 388.23 x 1.1351 = $8,372.92 171 33 11 13 13-0396 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $422.28 Quantity Unit Price Factor Total Installation 19.00 x 19.58 x 1.1351 = $422.28 172 33 11 13 13-0398 EA 20"Pipe And Fitting Restraint,Mechanical Joint Ductile Iron(Megalug 1100) $41,277.73 • Quantity Unit Price Factor Total Installation 58.00 x 626.98 x 1.1351 = $41,277.73 173 33 11 13 13-0398 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $2,258.83 Quantity Unit Price Factor Total Installation 58.00 x 34.31 x 1.1351 = $2,258.83 174 33 11 13 13-0408 LF 6"Push-On Joint Ductile Iron Pipe $4,871.85 Quantity Unit Price Factor Total Installation 200.00 x 21.46 x 1.1351 = $4,871.85 175 33 11 13 13-0408 Mod For Cement Lining,Add ANSI/AWWA C104/A21.4 $358.69 Quantity Unit Price Factor Total Installation 200.00 x 1.58 x 1.1351 = $358.69 176 33 11 13 13-0408 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $267.88 Quantity Unit Price Factor Total Installation 200.00 x 1.18 x 1.1351 = $267.88 177 33 11 13 13-0408 Mod For Class 53,Add $1,026.13 Quantity Unit Price Factor Total Installation 200.00 x 4.52 x 1.1351 = $1,026.13 178 33 11 13 13-0409 LF 8"Push-On Joint Ductile Iron Pipe $9,083.52 Quantity Unit Price Factor Total Installation 280.00 x 28.58 x 1.1351 = $9,083.52 179 33 11 13 13-0409 Mod For Cement Lining,Add ANSI/AWWA C104/A21.4 $711.93 Quantity Unit Price Factor Total Installation 280.00 x 2.24 x 1.1351 = $711.93 Proposal Review Detail -CSI Page 14 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email Proposal Review Detail-CSI Continued.. Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total 133-Utilities r 180 33 11 13 13-0409 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $533.95 Quantity Unit Price Factor Total Installation 280.00 x 1.68 x 1.1351 = $533.95 181 33 11 13 13-0409 Mod For Class 52,Add $1,325.34 Quantity Unit Price Factor Total Installation 280.00 x 4.17 x 1.1351 = $1,325.34 182 33 11 13 13-0410 LF 10"Push-On Joint Ductile Iron Pipe $1,297.42 Quantity Unit Price Factor Total Installation 30.00 x 38.10 x 1.1351 = $1,297.42 183 33 11 13 13-0410 Mod For Cement Lining,Add ANSI/AWWA C104/A21.4 $100.46 Quantity Unit Price Factor ,Total Installation 30.00 x 2.95 x 1.1351 = $100.46 184 33 11 13 13-0410 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $75.26 Quantity Unit Price Factor Total Installation 30.00 x 2.21 x 1.1351 = $75.26 185 33 11 13 13-0410 Mod For Class 52,Add $187.97 Quantity Unit Price Factor Total Installation 30.00 x 5.52 x • 1.1351 = $187.97 186 33 11 13 13-0411 LF 12"Push-On Joint Ductile Iron Pipe $11,234.43 Quantity Unit Price Factor Total Installation 210.00 x 47.13 x 1.1351 = $11,234.43 187 33 11 13 13-0411 Mod - For Cement Lining,Add ANSI/AWWA C104/A21.4 $896.28 Quantity Unit Price Factor Total Installation 210.00 x 3.76 x 1.1351 = $896.27 188 33 11 13 13-0411 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $672.21 Quantity Unit Price Factor Total Installation 210.00 x 2.82 x 1.1351 = $672.21 189 33 11 13 13-0411 Mod For Class 52,Add $1,666.21 Quantity Unit Price Factor Total Installation 210.00 x 6.99 x 1.1351 = $1,666.21 190 33 11 13 13-0413 LF 16"Push-On Joint Ductile Iron Pipe $4,605.33 Quantity Unit Price Factor Total Installation 60.00 x 67.62 x 1.1351 = $4,605.33 191 33 11 13 13-0413 Mod LF For Cement Lining,Add ANSI/AWWA C104/A21.4 $377.31 Quantity Unit Price Factor Total Installation 60.00 x 5.54 x 1.1351 = $377.31 192 33 11 13 13-0413 Mod LF For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $282.64 Quantity Unit Price Factor Total Installation 60.00 x 4.15 x 1.1351 = $282.64 193 33 11 13 13-0413 Mod LF For Class 52,Add $698.77 Quantity Unit Price Factor- Total Installation 60.00 x 10.26 x 1.1351 = $698.77 194 33 11 13 13-0415 LF 20"Push-On Joint Ductile Iron Pipe $124,910.94 Quantity Unit Price Factor Total Installation 1,100.00 x 89.74 x 1.1351 = $112,050.26 Demolition 1,000.00 x 11.33 x 1.1351 = $12,860.68 Proposal Review Detail -CSI Page 15 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email I Proposal Review Detail-CSI Continued.. Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total 133-Utilities I 195 33 11 13 13-0415 Mod For Cement Lining,Add ANSI/AWWA C104/A21.4 $9,064.91 Quantity Unit Price Factor Total. Installation 1,100.00 x 7.26 x 1.1351 = $9,064.91 196 33 11 13 13-0415 Mod For Bituminous Or Coal Tar Coating,1 Mil,Add ANSI/AWWA C151/A21.51 $6,792.44 Quantity Unit Price Factor Total Installation 1,100.00 x 5.44 x 1.1351 = $6,792.44 197 33 11 13 13-0415 Mod For Class 52,Add $16,818.78 Quantity Unit Price Factor Total Installation 1,100.00 x 13.47 x 1.1351 = $16,818.78 198 33 11 13 13-0459 EA 8"Pipe And Fitting Restraint,Push-On Joint Ductile Iron $13,860.48 Quantity Unit Price Factor Total Installation 280.00 x 43.61 x 1.1351 = $13,860.48 Contractors Note: water main 199 33 11 13 23-0192 LF 10"AWWA C900,DR 14,PR 200 PVC Pipe $3,078.56 Quantity Unit Price Factor Total Installation 105.00 x 25.83 x 1.1351 = $3,078.56 Contractors Note: water main 200 33 11 13 43-0003 LF 3"To 8"Diameter,8 Mil Polyethylene Encasement Tubing $146.43 Quantity Unit Price Factor Total Installation 300.00 x 0.43 x 1.1351 = $146.43 Contractors Note: water main 201 33 11 13 43-0004 LF 10"To 12"Diameter,8 Mil Polyethylene Encasement Tubing $241.78 Quantity Unit Price Factor Total Installation 300.00 x 0.71 x 1.1351 = $241.78 Contractors Note: water main 202 33 11 13 43-0006 LF 18"To 20"Diameter,8 Mil Polyethylene Encasement Tubing $1,348.50 Quantity Unit Price Factor Total Installation 1,100.00 x 1.08 x 1.1351 = $1,348.50 Contractors Note: water main 203 33 11 13 53-0098 EA 20"Diameter x 1-1/4"To 2"Tap Stainless Steel Double Straps,Bronze Body $5,886.34 Service Saddle(James Jones J-969) Quantity Unit Price Factor Total Installation 5.00 x 1,037.15 x 1.1351 = $5,886.34 Contractors Note: water main 204 33 12 16 00-0015 EA 45"To 66"High,Three Piece,Screw Type,5-1/4"Shaft,Round Head,Cast $10,477.79 Iron Valve Box Includes cover,top section,bottom section and#6 round base. Quantity Unit Price Factor Total• Installation 24.00 x 377.63 x 1.1351 = $10,287.55 Demolition 20.00 x 8.38 x 1.1351 = $190.24 Contractors Note: water main 205 33 12 16 00-0145 EA 16"Iron Body,Iron Disc Butterfly Valve $3,011.52 Quantity Unit Price Factor Total Installation 1.00 x 2,653.09 x 1.1351 = $3,011.52 Contractors Note: water main Proposal Review Detail -CSI Page 16 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email Proposal Review Detail-CSI Continued.. _ Date: May 21,2015 Work Order#: 030803.00 Title: CMB-PW water main installation Rec# CSI Number Mod. UOM Description Line Total 133-Utilities 206 33 12 16 00-0145 Mod EA For 8"Diameter Chain Wheel Actuator,Add $170.27 Quantity Unit Price Factor Total Installation 1.00 x 150.00 x 1.1351 = $170.27 207 33 12 16 00-0147 EA 20"Iron Body,Iron Disc Butterfly Valve $13,144.08 Quantity Unit Price Factor Total Installation 3.00 x 3,859.89 x 1.1351 = $13,144.08 Contractors Note: water main I 208 •33 12 16 00-0147 Mod EA For 8"Diameter Chain Wheel Actuator,Add $510.80 Quantity Unit Price Factor Total Installation 3.00 x 150.00 x 1.1351 = $510.80 209 33 12 16 00-0236 EA 2"Ball Corporation Valve $2,244.55 Quantity Unit Price Factor Total Installation - 10.00 x 197.74 x 1.1351 = $2,244.55 210 33 12 19 00-0019 EA 3-1/2'Burial Section,5-1/4"Valve,Three Way,Standard(Traditional)Model $2,070.69 Fire Hydrant Quantity Unit Price Factor Total Installation 1.00 x 1,824.24 x 1.1351 = $2,070.69 Contractors Note: water main 211 33 51 13 00-0057 EA 2"Brass Service Adapter $953.94 Quantity Unit Price Factor Total Installation 10.00 x 84.04 x 1.1351 = $953.94 212 33 51 13 00-0057 EA 2"Brass Service Adapter $2,098.66 Quantity Unit Price Factor Total Installation 22.00 x 84.04 x 1.1351 = $2,098.66 Contractors Note: water main 213 33 51 13 00-0121 EA 1/2"X 2"Long Nipples,Threaded Both Ends,Brass $315.06 Quantity Unit Price Factor Total Installation 18.00 x 15.42 x 1.1351 = $315.06 214 33 51 13 00-0132 EA 2"90 Degree Elbow,Brass $485.37 Quantity Unit Price Factor Total Installation 10.00 x 42.76 x 1.1351 = $485.37 Subtotal for 33-Utilities: $604,062.26 34-Transportation II 215 34 41 13 00-0003 EA Traffic Signal Loops,Per Loop Includes saw cutting,sealing and splicing into $3,029.76 leads in street. Quantity Unit Price Factor Total Installation 12.00 x 222.43 x 1.1351 = $3,029.76 Contractors Note: Installation of new traffic loops at intersetions with traffic lights Subtotal for 34-Transportation: $3,029.76 Proposal Total $1,559,891.94 This proposal total represents the correct total for the proposal. Any discrepancy between line totals, suh-totals and the nronosal total is due to rotindino of the line totals and suh-totals The Percent of NPP on this Proposal: 4.95% Proposal Review Detail -CSI Page 17 of 17 5/21/2015 The Gordian Group Official Webs Feedback on this Report by Email - },64,'r -.v WATERWORK SUPPLY PS Bid#: MBC15711708 Job Name: MIAMI BEACH 63RD ST RESTRAINTR Salesman: MICK CLARK Location: MIAMI BEACH Branch:HD SUPPLY WATERWORKS Customer: Phone: (954) 7727343 Engineer: Fax: (954)7628818 Mobile: (954)275-4547 Seq# Qty Description Units Price Ext.Price 10 20"HOLD DOWN STRAP EA 715.00 20 20"HANGER ASSEMBLY EA 3,500.00 30 20 TJ FIELD LOK 350 GASKET SBR EA 585.00 40 16 TJ FIELD LOK 350 GASKET SBR EA 399.50 50 12 TJ FIELD LOK 350 GASKET SBR EA 242.00 60 8 TJ FIELD LOK 350 GASKET SBR EA 218.00 70 6 Ti FIELD LOK 350 GASKET SBR EA 94.00 Sub Total Bid Totals Tax Bid Total Date Printed: 5/22/15 Page No. 2 Price Quotation# B277309 • FEI-MIAMI WATERWORKS#1216 10810 s.w.184TH ST. MIAMI,FL 33157-6737 Phone:786-573-7140 Fax:305-969-0361 Bid No.. • B277309 Cust Phone: 954-977-3556 Quoted By: GDP Terms • NET 10TH PROX Customer.: DAVID MANCINI& SONS INC Ship To • DAVID MANCINI&SONS INC 1939 NW 40TH CT 1939 NW 40TH CT POMPANO BEACH,FL 33064 POMPANO BEACH,FL 33064 Cust PO#..: MIAMI BCH Job Name.: 63RD ST WATERMAIN Item i3escriptiod Quantity Net Price [�M �Total AFGRGSKTU 16 FAST GRIP GSKT � 1 � 58.000�P'A �8.A0 ,SP-SSHANGFR2O !20"SS 33RIDOE HANGER l• 385.000 i EA 385.00■ AFGRGSKTI 6 [l6 FAST GRIP GSKT f_. �_`._ �_-... 197.000 4 EA ; 397.011 AFGRGSKTX 8 FAST GRIP GSKT 1 1 118.000 IEA I 118.00 l AFGRGSKT20 20 FAST GRIP GSKT 1 j 556.000 j FA 556.00,1 .AFGRGSKTI2 112 FAST GRIP GSKT i 173,000 I I A } 173.00 Subtotal: $1717.00 Inbound Freight: $0.00 Tax: $103.02 Order Total: $1820.02 Quoted prices are based upon receipt of the total quantity for immediate shipment(48 hours).SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE.Seller not responsible for delays,lack of product or increase of pricing due to causes beyond our control,and/or based upon Local,State and Federal laws governing type of products that can be sold or put into commerce.This Quote is offered contingent upon the Buyer's acceptance of Seller's terms and conditions,which are incorporated by reference and found either following this document,or on the web at it ://wolseta.conitterms rendition aS le.,h�tnr:.Govt Buyers:All items quoted are open market unless noted otherwise.LEAD LAW WARNING:It is illegal to install products that are not"lead free" in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption. Products with*NP in the description are NOT lead free and can only be installed in non- potable applications.Buyer is solely responsible for product selection.