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HomeMy WebLinkAbout01-03-2017 Item 12 Council Reading File - Basis of EstimateBasis of Estimate Predesign Report Water Resource Recovery Facility Project Prepared for City of San Luis Obispo, California August 2016 CA2RKs-, 1100 NE Circle Blvd Suite 300 Corvallis, OR 97330 us (541) 752-4271 (541) 752-0276 COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY Contents Section Page Acronyms and Abbreviations ........................................... ........................................................................... v ExecutiveSummary ..................................................................................................................— 1-1 1.1 Proiect Overview.................................................................................................................... 1-1 1.2 Overall Costs 1-1 EstimateInformation.................................................................................................................. 2-1 2.1 Purpose of Estimate............................................................................................................... 2-1 2.2 Client and Project Location..................................................................................................... 2-1 2.3 Estimate WBS and General Scope .........., .. ........................................................................... 2-1 2.4 Estimate Classification..............................:::.....:....:.:............:..............................................1. 2-1 Basisof Estimate.....................................................,.................................................................. 3-1 3.1 Basis Documents.................................................................................................................... 3-1 3.2 Estimate Methodology.................................................................................................:....... 3-1 3.3 Key Assumptions and Allowances.......................................................................................... 3-1 3.4 Overall Major Assumptions................................................................................................... 3-8 3.5 Estimate Exclusions.......................................................................................-........................ 3-8 3.6 Project Delivery and Methodology ............................ 3-9 3.7 Labor, Material, Subcontracts and Other Direct Costs.......................................................... 3-9 3.7.1 Labor.........................................................................................................................3-9 3.7.2 Material.....................................................................................................................3-9 3.7.3 Subcontracts.............................................................................................................3-9 3.7.4 Construction Equipment........................................................................................... 3-9 3.8 Escalation Costs...................................................................................................................., 3-9 3.9 Market Conditions............................................................................................................... 3-10 3.10 Markups, Taxes, and Other Indirect Costs........................................................................... 3-10 3.11 Cost Resources......... .... ............................................................... .. .... 3-10 3.12 Disclaimer 3-11 Appendixes A Cost Estimate B AACEI Classification COPYRIGHT 2016 BY CH2M HILL, INC. - COMPANY PROPRIETARY Ilk Acronyms and Abbreviations AACEI Association for the Advancement of Cost Engineering International GC General Conditions or General Contractor NTP Notice to Proceed TLP Tunnel Liner Plate VE Value Engineering COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY SECTION 1 Executive Summary 1.1 Project Overview The San Luis Obispo Water Resource Recovery Facility (WRRF) Project will expand the treatment capacity to 16 mgd peak flow and will include upgrades to meet the new NPDES permit, effective December 1, 2014, with disinfection byproducts limits required to be met by November 30, 2019. Additional upgrades at the WRRF will be provided to treat future flows and loadings, replace aging equipment, provide water for reuse, and add facilities and areas onsite for plant staff and public use. TABLE NUMBER 1.1 Project Overview Estimate Information Estimate Classification: Class 3 Requested By: Barb Engleson/CH2M Estimated By: Tom Jones/CVO Estimate Date August 9, 2016 1.2 Overall Costs This executive summary provides an overview of the Cost Estimate. Reliance on this information is advised to be in consideration of the full context of this report. The cost estimate has been prepared for guidance in project evaluation and implementation from the information available at the time of the estimate. The final costs of the project will depend on actual labor and material costs, actual site conditions, productivity, competitive market conditions, bid dates, seasonal fluctuations, final project scope, implementation schedule, and other variable factors. As a result, the final project costs will vary from the estimate presented herein. The following is a summary breakdown of the cost (rounded to the nearest $100,000). TABLE NUMBER 1.2 Overall Costs Estimate Summary Low Range [-20%] Estimated Costs a High Range [+30%] Overall Costs $73,400,000 $91,800,000 $119,300,000 a See Appendix A for cost estimate details COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY 1 1 SECTION 2 Estimate Information 2.1 Purpose of Estimate The purpose of this estimate is to document the current assumption on construction costs option for the Water Resource Recovery Facility Project. 2.2 Client and Project Location The client is City of San Luis Obispo. The Water Resource Recovery Facility is located east of Highway 101, just South of Prado Road in San Luis Obispo, California. 2.3 Estimate WBS and General Scope The detailed cost estimate is organized by the following Work Breakdown Structure (WBS). • Level 1— Bid Item (Facility) o Level 2 —Work Package ■ Level 3 —Trade Package ■ Level 4 — Work Activity o Level 5 — Unit Price Below are the Level 1— Bid Items (Facilities) used within this cost estimate: ■ Bid Items o 02—Site Facility Demolition o 05 — Site Work o 07—Yard Piping o 10 — Water Resource Center and Associated Amenities o 14 — Equalization Pond o 15 — Headworks o 20 — Primary Clarifiers o 22 —Sludge Pump Station o 26 — Recirculation Pump Station o 28 — Primary Effluent Screens o 30 — Bioreactor 1 & 2 Modifications o 35 — Bioreactor 3 & 4 o 36 — Chemical Storage o 40—MBR o 55 — UV Disinfection o 64 — Sidestream Treatment o 68 — Cooling Towers and Cooling Wetlands o 70 — Biosolids Blend Tank o 72—Thickening o 73—Solids Area Electrical Building o 82 — Digester No. 2 o 83 — Digester Building o 86 — Dewatering Building o 88 — Odor Control COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY 2-1 SECTION 2 ESTIMATE INFORMATION 2.4 Estimate Classification This cost estimate prepared is considered a Budget Authorization, or Control Class 3 estimate as defined by the Association for the Advancement of Cost Engineering International (AACEI). Refer to Appendix B for more definition. Project feasibility and funding needs must be carefully reviewed prior to making specific financial decisions to help ensure proper project evaluation and adequate funding. Our estimate is based on material, equipment, and labor pricing as of July 2016. This Cost Estimate is based on the use of conceptual and stochastic costs and detailed items using separate Labor, Materials and Equipment costs. The estimate uses parametric costs where design information or details are insufficient to allow a detailed item method. Quotations, allowances, and other costs are as described in Section 3. 2-2 COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY SECTION 3 Basis of Estimate 3.1 Basis Documents The cost estimate is based upon the follow project documents: • CH2M Drawings —July 2016 — Predesign Report Drawings 0 CH2M Report —July 2016 — Predesign Report 3.2 Estimate Methodology This cost estimate is considered a bottom rolled up type estimate with cost items and breakdown of Labor, Materials and Equipment. For the development of this cost estimate, there may be systems that have yet to be defined enough on which to base a scope of work for estimating purposes. CH2M estimating provides parametric costing based on a unit of measurement (i.e. cost per square foot or cost per unit). The cost is assigned per unit and typically is developed by averaging similar projects and analysis of historic costs. Using this approach, CH2M parametric estimators strive to generate a basic system design fitting the parameters of the structure and its proposed function. Finally, pricing is geographically adjusted to reflect local labor and material rates and job site conditions and requirements. As the design process progresses and the details have increased the parametric costing can be replaced with a detailed takeoff and estimated accordingly. 3.3 Key Assumptions and Allowances The following is a list of the Key Assumptions on how the estimator interprets how the project will be constructed. Major scope items and Allowances have been listed, but not all work items included in estimate are shown. Allowances are shown in Raw Costs prior to Markups and Contingency. • Bid Items o 02 — Site Facility Demolition • Maintenance of Plant Operations (MOPO) Allowance - $660,000 = Structure Demolition Allowance • Based on original facility plan estimate • Supernatant Pond • Sludge Drying Beds — North of EQ Basin • Sludge Drying Beds — North of Dewatering • Ex. Control Building • Primary Clarifier Pump Station • Biofilter 1, 2, and 3 ■ Cal Poly Research Center • Existing Blower Canopy Structure • Chlorine Contact Basins • Misc. Equipment and Piping • Electrical Demolition • Yard Piping COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY 3-1 SECTION 3 BASIS OF ESTIMATE o 05 — Site Work • Site Electrical Allowances • Generators — 2 EA - $300,000 per each • Site Electrical - $500,000 ■ Photo Voltaic - $6,000 per kW Allowance • Covered Parking —165kW ■ Stormwater Management Plan & Implementation - $250,000 = A/C Pavement — 21,600 SY . Bike Path — 420 SY ■ Bioretention Ponds —42,700 SF ■ Demonstration Wetlands @ Water Resource Center ■ Overall Landscape Allowance - $100,000 ■ Security Fence —1,280 LF ■ Flood Protection Wall Allowance — 3,200 LF • Assumed 6' high concrete retaining wall w/ footing • Storm Drain —3,700 LF • Inlet Structures — 21 EA • Manholes -9 EA • Replace existing 3W Vertical Turbine Pumps • Vertical Turbine Pump — 2 each - $80,000 per each • Automatic Strainer — 2 each - $10,000 per each . Fire Protection Upgrade Allowance - $250,000 0 07—Yard Piping It Relocation of Existing Yard Piping Allowances • 6" WAS — 350 LF - $250/LF 4 12" PD — 350 LF - $300/LF • 3" SA — 350 LF - $150/1-F • 2" IA — 350 LF - $100/1-F • 1.5" 2WL— 350 LF - $100/1-F • 8" 3W — 350 LF - $275/1-F • 24" BI — Bioreactor Influent —430 LF ■ 42" BI — Bioreactor Influent — 80 LF ■ 36" EFF — Effluent — 230 LF ■ 48" ML — Mixed Liquor -200 LF ■ 30" PE — Primary Effluent — 240 LF • 36" PER — Permeate — 690 LF • 30" PI — Plant Influent — 340 LF ■ 36" RAS — Return Activated Sludge — 490 LF • 36" WW — Wash Water — 640 LF 0 10 — Water Resource Center and Associated Amenities • Water Resource Center Building • 2 Story Office Building - 2016 RS Means SF Model - Brick Veneer / Reinforced Concrete — 21,000 SF - $152.48/SF ■ Garage, Repair - 2016 RS Means SF Model - CMU / Steel Joists — 4,050 SF - $107.90/SF • Laboratory Space — 2,150 SF - $312/SF Other Space (Walkways, Interior Landscape, Open Space, etc.) — 3,100 SF - $75/SF 3-2 COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY 3 BASIS OF ESTIMATE Outdoor Training Courtyard — 700 SF - $50/SF Interpretive Center Allowance - $300,000 • Assumes 6 Interactive Displays and Signage ■ Photo Voltaic - $6,000 per kW Allowance Maintenance Building —32kW • Water Resource Center —180kW o 14—Equalization Pond ■ Concrete Pond Liner (6" thick) —1,890 CY ■ 3' high X 15' wide berm — 2,200 CY ■ A/C Road on top of berm —1,700 SY ■ Water Cannons and Wash Down Pumps Allowance - $50,000 • Repair/Replace Junction Box Allowance - $100,000 Replace Vertical Turbine Pumps — 2 EA - $80,000 per each • Pump Station Modification Allowance - $100,000 o 15 — Headworks • Electrical and I&C Allowances • Electrical —10% of Facility Cost • I&C — 5% of Facility Cost • Install New Flow Meters • 16" — 2 each - $24,000 • 30" — 2 each - $45,000 • New Grit Basin Covers — 2 EA • Aluminum Cover Allowance —1,296 SF - $75 per SF o 20— Primary Clarifiers ■ Demolition of existing Primary Clarifier Mechanism — 2 each ■ Demolition of existing Scum Pumps and piping ■ Tank Testing and Concrete Repair Allowance - $60,000 • Upgrade to Center Column Support ■ Electrical and I&C Allowances • Electrical —10% of Facility Cost • I&C-5% of Facility Cost ■ Replace 4" SSM — Scum piping —100 LF ■ Estimate assumes existing process utilities are in good condition and do not need to be upgraded or replaced ■ New Primary Clarifier Mechanism — 2 each • Clarifier Mechanism — $125,000 each • Baffle and Supports - $240 per LF ■ Scum Pumps — 2 each - $30,000 each o 22 —Sludge Pump Station • Concrete Structure — 20' x 20' x 10' deep • Electrical and I&C Allowances • Electrical —10% of Facility Cost • I&C — 5% of Facility Cost ■ Sludge Piping Allowance — 100 LF ■ Sludge Pumps - $10,000 each COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY 3-3 SECTION 3 BASIS OF ESTIMATE o 26 —Recirculation Pump Station Electrical and I&C Allowances • Electrical — 20% of Equipment Cost I&C —10% of Equipment Cost • Vertical Turbine Pumps — 2 each - $190,000 per each o 28— Primary Effluent Screens ■ New concrete channel structure — 215 CY • Electrical and I&C Allowances • Electrical —10% of Facility Cost • I&C-5% of Facility Cost • Band Screens • Band Screens — 2 each - $225,000 per each • Band Screen Sluice —1 each - $25,000 per each • Compactor — 2 each - $70,000 per each o 30 — Bioreactor 1 & 2 Modifications • New concrete WAS Pump Station and Mixed Liquor Drop Box ■ New concrete basin divider walls • Mixer Support Platforms — 6 each — Assumed 20lbs per SF • Electrical and I&C Allowances • Electrical —10% of Facility Cost • I&C — 5% of Facility Cost ■ Misc. Shoring for Structure Protection ■ Process Piping 36" RAS — 5 LF (Buried) • 24" BI — Wall Spools • 24" M L — 278 LF • 36" RAS — 48 LF • ALP Piping Allowance — 500 LF • Weir Gate —1 EA • Aeration Diffusers — 4,300 SF - $25 per SF • Top Entry Mixers — 2HP — 2 each - $10,000 per each • Top Entry Mixers — 4HP — 4 each - $15,000 per each ■ WAS Pump — 3 each (2 duty, 1 Standby) - $25,000 per each • Mixed Liquor Pumps — 3 each (2 duty, 1 Standby) - $30,000 per each o 35 — Bioreactor 3 & 4 ■ New concrete basins —1,490 CY • Mixer Support Platforms — 6 each — Assumed 20lbs per SF Electrical and l&C Allowances • Electrical —10% of Facility Cost • I&C — 5% of Facility Cost • Process Piping • 24" BI —10 LF • 24" ML— Wall Spools • 48" ML— Wall Spools • 36" RAS — Wall Spools • 4" WAS — 52 LF 3-4 COPYRIGHT 2016 BY CHZM HILL, INC. • COMPANY PROPRIETARY SECTJON 3 BASIS OF ESTJMATE • 8" ALP — 206 LF • 10" ALP — 206 LF • 20" ALP — 87 LF Weir Gate — 7 EA • Aeration Diffusers — 4,500 SF - $25 per SF • Top Entry Mixers — 2HP — 2 each - $10,000 per each • Top Entry Mixers — 4HP — 4 each - $15,000 per each ■ WAS Pump — 3 each (2 duty, 1 Standby) - $25,000 per each ■ Mixed Liquor Pumps — 3 each (2 duty, 1 Standby) - $30,000 per each o 36—Chemical Storage • New concrete containment structure —100 CY • Structural Steel Cover Structure =1,440 SF • Assumed RS Means Pre -Engineer Metal Building pricing - $30.27 per SF • Electrical and I&C Allowances ■ Electrical —10% of Facility Cost I&C — 5% of Facility Cost • Mechanical Piping Allowance — 20% of Equipment costs • Supplemental Carbon Tank -4,500 gallons — FRP - $35,000 • Metering Pumps — 2 each - $15,000 per each • Polymer Blend Units — 2 each — $20,000 per each • Polymer Totes — 2 each - $3,000 per each o 40—MBR • MBR Concrete Tank Allowance —1,100 CY - $700 per CY • Corrosive Resistant Coatings — 20,000 SF - $24 per SF • MBR Building Allowance • Blower Building —1,600 SF - $100 per SF • Electrical Building — 800 SF - $100 per SF • Structural Steel Cover Structure — 2,000 SF • Assumed RS Means Pre -Engineer Metal Building pricing - $30.27 per SF • Electrical and I&C Allowances • Electrical —10% of Equipment Cost • I&C-5% of Equipment Cost ° Photo Voltaic - $6,000 per kW Allowance • MBR — 9kW • Electrical Building —15 kW • Mechanical Piping Allowance — 20% of Equipment costs • Overhead Bridge Crane —1 EA • Neuros blowers (4 new, 1 relocate) - $300,000 per each • Prefabricated Aluminum Cover (Allowance) — 9,000 SF - $75 per SF • Membrane Feed Pumps — 6 each - $75,000 per each • MBR Equipment Package - $5,570,000 • Membrane Trains • Permeate Pumping System • Membrane Air Scour Blowers • Backpu Ise System • Membrane Cleaning System • Air Compressor System COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY 3-5 SECTION 3 BASIS OF ESTIMATE o 55 — UV Disinfection Concrete Pad —100' x 50' • Structural Steel Cover Structure — 5,000 SF • Assumed RS Means Pre -Engineer Metal Building pricing - $30.27 per SF • Electrical and I&C Allowances ■ Electrical — 5% of Equipment Cost • I&C — 2% of Equipment Cost • Mechanical Piping Allowance —10% of Equipment costs • UV Reactors — 6 each - $2,140,000 per lot o 64—Sidestream Treatment • Concrete Structure —165CY • Corrosive Resistant Coatings —1,800 SF - $24 per SF • Electrical and I&C Allowances • Electrical —10% of Facility Cost • I&C — 5% of Facility Cost • Mechanical Piping Allowance — 20% of Equipment costs ■ Sidestream Treatment Equipment - $795,000 • Decanter • Flow Control Valves • Messner Aeration Panels • Drop Pipe and Manifold • Biomass Retention System • Submersible Pumps • Influent Feed Pumps Positive Displacement Blowers • Side Mixer o 68—Cooling Towers and Cooling Wetlands • Electrical and I&C Allowances • Electrical — 20% of Equipment Cost • I&C —10% of Equipment Cost • Electrical Service Allowance - $100,000 • Cooling Wetlands —17 acres • Costs includes Intake Screens and Pump Station • Bob Jones Trail Maintenance Allowance - $50,000 • Groundwater Monitoring Wells —6 each • Cooling Tower — 6 each Cooling Tower Pumps — 6 each - $30,000 per each • Cooling Tower — 6 each - $80,000 per each • Cooling Tower Cleaning System Allowance - $50,000 o 70 — Biosolids Blend Tank • Demolition existing pumps and piping • Construct new concrete containment/pump area — 52 CY • Electrical and I&C Allowances • Electrical —10% of Facility Cost • I&C — 5% of Facility Cost 3-6 COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY BASIS OF ESTIMATE ■ Mixing System —$55,000 • Tank Mixing Assemblies — 2 each o 3 Nozzles per assembly • Mixing Chopper Pump — 2 each ■ Blended Sludge Pump — 2 each - $22,000 per each o 72—Thickening ■ New concrete containment structure — 80 CY ■ Thickener Platform — 365 SF — Assumed 25lbs per SF ■ Structural Steel Cover Structure —1,870 SF • Assumed RS Means Pre -Engineer Metal Building pricing - $30.27 per SF ■ 2 Ton Monorail and Hoist — 2 each • Electrical and I&C Allowances • Electrical —10% of Facility Cost • I&C — 5% of Facility Cost ■ Thickened Sludge Pump — 2 each - $25,000 per each ■ Rotary Drum Thickener — 2 each - $472,000 per lot ■ Polymer Blend Units — 2 each — $20,000 per each ■ Polymer Totes — 2 each - $3,000 per each o 73 —Solids Area Electrical Building ■ Raised concrete foundation for CMU building — 35 CY ■ CMU building —450 SF - $100 per SF ■ Electrical and I&C Allowances • Electrical — $250,000 ■ Photo Voltaic - $6,000 per kW Allowance • Electrical Building —5kW o 82 — Digester No. 2 ■ Construct new concrete digester -530 CY ■ Electrical and I&C Allowances • Electrical — 10% of Facility Cost • I&C — 5% of Facility Cost ■ Boiler—$20,000 ■ Gas Handling Equipment (includes piping) - $50,000 o 83 — Digester Building ■ Concrete pad and containment areas —110 CY ■ Structural Steel Cover Structure — 2,500 SF Assumed RS Means Pre -Engineer Metal Building pricing - $30.27 per SF ■ Electrical and I&C Allowances • Electrical —10% of Facility Cost ■ I&C-5% of Facility Cost ■ Digester Heating Pump — 3 each - $10,000 per each ■ Digester Mixing System - $220,000 per lot • Mixing Pumps — 3 each per lot • Mixing Nozzles -3 each per tank ■ Digested Sludge Transfer Pump — 2 each - $10,000 per each ■ Hot Water Pumps — 3 each - $9,900 per each ■ Heat Exchanger — 3 each - $34,000 per each COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY 3-7 SECTION 3 BASIS OF ESTIMATE o 86—Dewatering Building a Electrical and I&C Allowances • Electrical —10% of Facility Cost I&C — 5% of Facility Cost ■ Foul Air Piping ■ Screw Press —1 each - $498,000 • Includes Floc Tank ■ Filtrate Pump Station - $220,000 ■ Polymer Totes —1 each - $3,000 per each o 88 — Odor Control ■ Construct concrete media containment structure — 250 CY ■ Electrical and I&C Allowances Electrical — 20% of Equipment Cost • I&C —10% of Equipment Cost • Odor Control Fans • Biofilter Fan — 2 each - $37,000 per each • Biofilter Stack Fan — 2 each - $11,000 per each ■ Foul Air Filter —1 each - $25,000 ■ Prefabricated Aluminum Cover -2,140 SF - $75 per SF ■ Filter Media —15;000 CF - $20 per CF ■ Bio -Filter H2O Spraying System Allowance — 2,140 SF - $10 per SF 3.4 Overall Major Assumptions The following is a list of Major Assumptions included in the estimate: • No Geotechnical Investigations have been performed. Estimate assumes normal soils will be encountered with minimal groundwater. ■ Excavation will be done during low ground water periods so that dewatering will not be needed • Excess excavated material can be dumped without charge within 5 miles of the project site • 4000psi Ready Mix will be available for $120 per cy, delivered to the site • The General Contractor will self -perform the majority of the Process Mechanical and Yard Piping to get a competitive advantage 3.5 Estimate Exclusions The cost estimate excludes the following costs: ■ Hazardous Material Handling or Disposal • Rock Excavation • Dewatering for Excavations • Non -construction or soft costs for design, services during construction, land, legal and owner administration costs • Material Adjustment allowances above and beyond what is included at the time of the cost estimate 3-8 COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY OF 3.6 Project Delivery and Methodology It is assumed that this project will be procured using the traditional Design/Bid/Build method. The general contractor will contract directly with the owner. The estimate is based on the assumption the work will be done on a competitive bid basis and the contractor will have a reasonable amount of time to complete the work. All contractors are equal, with a reasonable project schedule, constructed as under a single contract, no liquidated damages. 3.7 Labor, Material, Subcontracts and Other Direct Costs 3.7.1 Labor The estimate has been adjusted for local area labor rates, based upon 2016 national union rates. A Location Adjustment Factor has been used to adjust installation costs based on 2016 RS Means City Cost Index for San Luis Obispo using the Weighted Average of 113.0. Labor unit prices reflect a burdened rate, including: workers compensation, unemployment taxes, Fringe Benefits, and medical insurance. 3.7.2 Material Materials pricing is national average as determined by RS Means or other data sources. Quotes on certain items may have been obtained and included in this estimate. Many quotes given for engineering estimates are budgetary and may not reflect actual contractor pricing. 3.7.3 Subcontracts It is assumed that General Contractors will subcontract a portion of the work. Items listed in the cost estimate as subcontractor includes all anticipated markups that a general contractor would receive. An additional 15% to 26% Overhead and Profit (OH&P) markup was applied to items assumed to be subcontracted. Allowances assumed to include Subcontractor OH&P, no additional subcontractor markup applied. 3.7.4 Construction Equipment Equipment items listed in this cost estimate are for the construction equipment necessary for the installation of the work. Equipment rates in this estimate are assumed to be 75% of 2016 Blue Book value. This is to account for contractor owned equipment or discounted rental equipment. A Location Adjustment Factor has been used to adjust installation costs based on 2016 RS Means City Cost Index for San Luis Obispo using the Weighted Average of 113.0. 3.8 Escalation Costs This estimate includes Escalation with the assumption that construction will start in April 2018 with the midpoint of construction being December 2019. It is assumed that there will be 36 months of construction. This CI -12M escalation forecast is based upon economic data from ENR CCI & BCI indexes and Turner Building Cost Index. These index are built from using cost data from the construction industry such as construction material and labor. COPYRIGHT 2016 BY CH2M HILL, INC • COMPANY PROPRIETARY 3-9 SECTION 3 BASIS OF ESTIMATE 3.9 Market Conditions During volatile economic conditions, an estimate may have a Market Conditions amount applied. This adjustment is done to account for the current volatility in the construction market and/or the location of a project. Based on the current construction market, and the location of the work proposed in this estimate, a Market Conditions adjustment has been applied to all Electrical and Instrumentation and Controls work for this project. Recent bids have shown a 20% increase on these items. 3.10 Markups, Taxes, and Other Indirect Costs It is assumed that this project will be procured using the traditional Design/Bid/Build method. TABLE NUMBER 3.10 Markups, Taxes, and Other Indirect Costs Estimate Summary Item Unit Comments Sales Tax Market Adj. Factor — Electrical Market Adj. Factor —I&C RS Means Location Factor General Conditions Subcontractor OH&P Mobilization Home Office Overhead Profit Builder's Risk & General Liability Payment & Performance Bonds Contingency Escalation to Midpoint of Construction a See Appendix A for cost estimate details 8.00% Applied to Material and Construction Equipment (includes process equipment) 2n.nn°% Applied Only to Electrical items 20.00% Applied only to I&C items 13.00% Applied to Labor and Construction Equipment 6.00% 15% to 26% See Estimate Total sheet for details 3.00% 10.00% 5.00% 1.00% 1.16% 25.00% 5.66% Assumes Midpoint of Construction 12/2019 3.11 Cost Resources The following is a list of the various cost resources used in the development of the cost estimate • R.S. Means 2016 Data • CH2M Historical Data • Vendor Quotes where available ■ Estimator Judgment 3-10 COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY I BASIS OF ESTIMATE 3.12 Disclaimer The opinions of cost (estimates) shown, and any resulting conclusions on project financial or economic feasibility or funding requirements, have been prepared for guidance in project evaluation and implementation from the information available at the time the opinion was prepared. The final costs of the project and resulting feasibility will depend on actual labor and material costs, competitive market conditions, actual site conditions, final project scope, implementation schedule, continuity of personnel and engineering, and other variable factors. The recent increases or decreases in material pricing may have a significant impact which is not predictable and careful review or consideration must be used in evaluation of material prices. As a result, the final project costs will vary from the opinions of cost presented herein. Because of these factors, project feasibility, benefit/cost ratios, risks, and funding needs must be carefully reviewed prior to making specific financial decisions or establishing project budgets to help ensure proper project evaluation and adequate funding. COPYRIGHT 2016 BY CH2M HILL, INC. • COMPANY PROPRIETARY 3-11 Appendix A: Cost Estimate Ch2Ntti• Bid Item Summary Project: 668876 -01 -San Luis Obispo Job Size: Project No.: 668876 Duration: Design Stage: 30% Design Bid Item 021Site Facility Demolition Description 07[Yardin 10' Water Resource Center and Associated Amenities 14 Equalization Pond 15 Headworks _ 20 Primary Clarifiers 22 Sludge Pump Station 26 Recirculation Pump Station 28 Prima Effluent Screens 301 Bioreactor 1 & 2 Modifications 35 Bioreactor 3 & 4 36 Chemical Storage m _ 40 MBR 55 UV Disinfection 64 Sidestream Treatment _ 68. Cooling Towers and Cooling Wetlands ^-70jBiosolidsBlendTank — 72 Thickening 731 Solids Area Electrical Building_ 82! Di9ester No. 2 8, jDTq! ster Building 86117ewatering Building ^ _..._—_— ---.-__—— _ 88j�Ddpr Control Estimator: Jones T Revision / Date: 03 - 08/09/2016 Estimate Class: Class 3 Takeoff Quantity 1.00 LS 1.00 LS � 1.00 LS 31,000.00 SF 1.00 LS 1.00 LS _i 1.00 LS 1.00 LS 1.00 LS 1.00 LS 1.00 LS 1.00 LS 1.00 LS 1.00 LS _ 1:00 LS 1.00 LS 1.00 LS _ 1.00 LS 1.00 LS 1.00 LS 1.00 LS 1.00 LS Grand Total Unit Price 2,234,203.11 /LS 11,005,063.17 ILS 5,206,105.15 ILS 387.41 /SF - 2L22,684.63 /LS 500,180.95 /LS �........... .......................... 1,590,480.16 /LS 237,871.70 /LS:1 1,321,222.31 /LS 2,010,642.11 ILS 2.337.457.19 ILS 4.465,528.96 /LS 610,658.19 /LS 23,289,241.64 /LS 5158,820.87 ILS 2497,293.9! /LS 521,733.58 /LS 1 1,666 672.11 ILS 719;040.39 /LS r__1p367,135.21 ILS 1,957,461.121LS 1,872,3 f6.89 /LS --- 2.1108.686.05 ILS Grand Total 2,234,2 500,181 1,590,480 237.872 5,156,821 2,497,294 521, 1,387,135 1,957,481 1,672,317 M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:30 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 1 CL112Mti• Job Size: n' —fi..., Bid Item Summary Project: 668876 -01 -San Luis Obispo Project No.: 668876 Design Stage: 30% Design Construction Costs Labor Material Subcontract Equipment Other Estimate Totals Amount Totals 9,423,008 12,076,422 39,380,334 1,821,733 29,074, 905 Estimator: Jones T Revision / Date: 03 - 08/09/2016 Estimate Class: Class 3 Rate % of Total 10.27% 13.16% 42.91% 1.98% 34.68% M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:30 PM Property of CH21Vl, All Rights Reserved - Copyright 2016 Page 2 cNzm, Job Size: Duration: Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Estimator: Jones T Project No.: 668876 Design Stage: 30% Design Revision / Date: 03 - 08/09/2016 Estimate Class: Class 3 ' Bid Item Work Pkg Trade Pkg I Description Takeoff Quantity Grand Total Unit Price Brand Total 02 i Site Facility Demolition 102.0 ExlStlll� C011dlfi0115 .____ _..._._._.. ..._._..__........ ........ - .. _..- 02.00 1:81sting Conditions Maintenance of Plant Operations (MOPO) 1.00 LS .._ -... --- 1,063,906.24 ILS ._...._... 1,063,906 02.00 ExistingConditions_ i,. - - 1.00 LS 1,063,906.24_ ILS _ 1.063,906 .. _ 1,170,297 :02,40 Dernohtlon 1 _ Structure Demoliton Allownace I 1.00 LS _ 1,170,296.87 /LS 02.40 Demolition 1.00 LS 1,170,296.87 ILS 9.170,297 02.0 Existinq Conditions _ T 1.Op LS 2.234,203.11 ILS 2,234,203 G_ 02 Site Facil€lf Demolition ��� _ 1.00 LS 2,234,203.11 /LS 2,234,203 _ 05 _ Site Work CBmmen;ial Egulpmein T 11.0 11 .00 Commercial E ui Ment �_r_ _ ._ 11162.26 ILS _�.... -- _11,162 �I Securtyf3ate 1,116 LS 11.00 CommercEqui tp nent I 1.00 LS ial 11z162.26 ILS 11,162 11.0 Commercial E ui-ment 1.00 LS 11 162.26 ILS 11,162 13,0 Special Construction Special Construction 1 I Covered Parking 13r000.00 SF i 57.70 /SF 750,039 13.00 Special Construction I 1,00 LS 750 939.05 ILS 750,039 - 13.0 Special Construction _ 1.00 LS 7511,1139,05 !LS 750,039 26.0 Etectrical Work _- 126,00 Electrical Electrical and I&C Allowances 1.00 LS 2,466471.31 /LS 2,466,471 Photo Voltaic Allowances 1.00 LS 1.953 "5.29 ILS 1,953,445_ 26.00 Electrical 1,00 LS 4,419,916.60 ILS 4,419,917 28:0 Eleetrleai Work I 1.011 LS 4,419,916.60 ILS 4,419,917 31.0 Earthwork 31,15 Site Preparation 468,294.28 ILS 468,294 _ ._........_. 466,294.28 ILS 468,294 _ _ 468.294,28 ILS 468,294 .._. .. 64.4_7 /SY 1,3.95,161 45.71 /SY 19,198 I Stormwater Management Plan S Implementation _............_. _..... _. ........ ..................T� 31.15 Site Pre aration I 1.00 LS _ I 1.00 LS _31.0 Earthwork :Exterior lmprovemeals 32.40 PaVIn� �_ _ 106. i$: _ I 21 64;!.06 SY 42066.SY AIC Pavement Bike Path __ 32.10 Paving _ 21 642.06 SY 65.35 /SY 11514,358 .- I 32,50 ,Site, Improvements 42,667:00 8F 30.30 /SF - 1,292,894 iEioranterltion Ponds -Allowance _ $,lQ6AD SF 11.68 /SF - 101,595 I I Wetlands --Allowance i Wetlands Boardwalk -Allowance_ _ 103.24 /SF 121,823 _ 1,180.00 SF _ I Overall Landscape Allowance _ 1.00 LS 1B7i72 /LS 187,3 8 I 1,280.00 LF 87.83 ILF 112,416 Security Fence I 3200.00 , LF I Flood Protection Walls - Allowance 8 .99 LF -ILS I 32.50 Site. Improvements I 1.00 LS 2084 06.75 2,084,808 32.0 Exterior InlproveoiooI6 -•�� - 1.0o LS $ 499�1$A.78 ILS 3,499 165 33.0 i Utilities _I. ` _ 133.35 Storm uIllltle8 12" SD - Storm Drain ;kt .00 LF 115.25 /LF 296,306 18" SD - Storm Drain 440.00 LF 117.93 ILF 51,888 24" SD - Storm Drain I 680.00 LF 129.816 /LF 88,306 Inlet Structure 11.00 EA I 6,302.29 IFA 132x348 Manholes 9.00 EA I 6,618.84/EA 59,570 33.35 Storm Utilities 5,681.00 LF _J_ 17_0.26 /LF 626x416 _ _ _ - 33 0 Utilities 1.00 LS 628; 416.47 ILS 628,416 44,0 1 Process Equipment - Municipal !44.05 Furnish and Install Process Equipment _ Vactor Truck Cteanout Facllity 1.00 La 443,294,28 ILS I 443,294 Repace 3W Vertical Turbine Pump - 2.00 EA 170,740.60 IEA 341,481 Fire Proteclion Upgrade Allowance 1.00 LS 443.294,25 ILS 443,294 _- 44.05 Furnish and Install Process Equipment 1,00 LS 1,228,069.73 ILS 1,228,070 - - 44.0 Process'.-quil:ulvn[ • Municipal 1.00 LS I 1,228=069.73 R,5 1,228,070 -- 05 Site Work 1.00 LS 11,005,063.17 /LS 11,005,063 07 Yardd Ping 33.0 I Utilities I 33.05 Buried Process Piping M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 1 Claim, Job Size: Duration: Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Estimator: Jones T Project No.: 668876 Revision / Date: 03 - 08/09/2016 Design Stage: 30% Design Estimate Class: Class 3 Bid ItemWork Pkg Trade Pkg Description Takeoff Quantity Grand Total Unit Price Grand Total _ ..'36" - -- Recloate Existing Yard Piping2,100.00 24" BI- Bioreactor Influent 42"-81-.-.. Bioreactorinfluent EFF - Effluent 148" ML - Mixed Ll LF 347.25 ILF - - v 729,219 411,813 158,925 394,707 - 704.67 LF 80.08 LF 828.08 LF 584.41 /LF 1y984.58 ILF 999.34 ILF227,930 LF 009.89 ILF 3 30" AE -primary Effluent 36" PER - Permeate _ 30" PI - PIant lnfluont 36" RAS - Return Activated Sludge 36" WW -Wash Water _ _196.42 , 240.83 LF i I 780.63 /LP - 187,999 _ 687,986 694.83 LF 990.15 ILF 341.58 LF 826.10 ILF .... 282,179 623,362 4213,467 4,213457 .... 7_48 b88 492.00 LF j _ 640.11 LF 1,0_63.74 /LF 951.92 /LF809,335 889:49 ILF ,21$,661.46 /LS 33.05 Buried Process piping4,736.89 LF T t 33.0 Utilities .40.0 Process PIpeF _ 40.00 Fxposed Process Pipe 20" ALP - Low Pressure Air -.-- -- _ 18" FA - Foul Air (Yard Piping Allowance) I 340.00 Expased Process Aipo 40.0 Process Pipe __1,000:00 - 07 Yard Piping 10 Water Resource Center and Associated Amenities 13.0 Spscm Construction - --- 13,01 8ullding; Cptrljiloto Water Resource Center nilard �L Outdoor Traing Cour _ - IntarpretlypCantor 13.01 Bulldlnils Cnwplate I _ 13.0 Special Construction 26.0 Eterlrical Work .2600 Electrical _ Photo VoltaicAltawance8 M 25.00Et_ctricat - - - ` 126.0 Electrical Work . 31.0 Earthwork 31.25 Earthworks, Structural .... ..... .... ...... ....------- ....... ... . .. Structural Excavation and Backfill f31.25 -Earthworks, Structural - - - 131.0 Earthwork 10 Water Resource Center and Associated Amenities 141 Equalization - on Pond- - - .....- .... .... .. 03.0 E Concrete Work _ 103.10 Cast-In-PlaceConarela Work 1,410 LS j~ 206.67 LF --- 1,000.00 LF _ _ 1,0.00.00 LF LF 1.00 LS 3OA0.00 SF. 700.00 SF 1.00 LS. j :$'j,000.fl0 SF 31,000:00 LS i I 1.00 LS. 1.6b LS 1.00 LS ... _-..._ 1,657.00 CY X657.00-CY� 1.00 LS 31,000.00 SF j _.._ 1_181.05 /LF 746.88 ILF 992.65 /LP 992,648 99465 ILF 6206 105.18 ILS 992,648 5,206,105 j 280.31.1$F 8,735 791 _ 96.16 /SF 576,953.11 ILS _ _ _--� 67 jj jj 5799!:3 9380,056 302.58 /5F 302.56 ILS 9,380066 21: AA 2P901 j $,SEi98E1.21 r 2,509,881 2. 509,881.21 ILS _ - 2,509,801 �.�.... 72.27 ICY_ 72.27 icy 119,753 119,753 119,783.04 /LS _}118,783 387.41 /SF - 12 009,890 -------...-- - I Slab on Grade, 06" Thick 1,888.69 CY 809.94 /CY -- - ... - - - _-.._.._.- ..............._1,529,896.... __. 03.10 Cast -In -Place Concrete Work 1,888.89 CY 809,94 /CY } 1,529,885 03.0 Concrete Work 1,888.89 CY 809.94 ICY 1,529,895 31,0 Earthwork -_ 31,25 Earthworks,. Structural Pond Excavation and Berm Construction - 31.2$ Farlhwvrkss Structural 31.0 Earthwork 32,0 Ext"iorlrhprovemenl8 32_40 i Paving -. ... - �. _...... - i ! 21200,00 CY 2,200.00 CY .... .0...... _..._ 1.00 LS -- . - _ A/C Pavement rLnn of pond 4erm - IT wide! ? 1 700 nO.SY T 32.40 Paving I 1,700.00 SY 32.0 Exterior lmprovamenLS_ 144.0 _ - Praeaes Equipment • Municipal (144.06 Fumnlsh anti Install Process Equipmant i - 1.00 LS I Wal O@rCahtians and Wash Down Pumps Allowance Replace EQ Basin Turbine Pumps _ f 44.05 Furnish and Install Process Equlpntent I 1.00 LS 2.00 EA 1.00• LS 44.0 Process i:qulpnrerlt-Municlpa1 1.00 LS 14 Epuaiizaton Pond 1.00 LS _i 8.21 /CY 18.069 j� 8.71 icy. 18,059 18,059.04 /LS _ 16,059 -84147 !&Y 109,591 54.47 /SYµ }09.59 I I__...-109,591.28 /LS 109,501 86,658.83 /LS 88,669 x39,240.16 1!~14 416,480 -565,139.15 /LS 565.139 5561139.15 PLS 566,139 2,222,684.63 ILS i 2,272,685 15 Headworks I !Grit Basin Covers - 2.00 EA 93,46640 /EA 188833 M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 2 15 Headworks I !Grit Basin Covers - 2.00 EA 93,46640 /EA 188833 M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 2 ch2m1, Job Size: Duration: Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Project No.: 668876 Design Stage: 30% Design Estimator: Jones T Revision / Date: 03 - 08/09/2016 Estimate Class: Class 3 r Bid Item Work Pkg Trade Pkg - I Description Takeoff Quantity 05,00 Metals 1.00 LS 05.0 Metals 1,00 LS Electrical Work �iaGFrlcal Grand Total Unit Price Grand Total 166 932.81 ILS 186,933 ISO 982:51 ILS 186,933 26,0 26,00 44,396.48 /LS 44,396 1 Electrical and I&C Altgwanaes 1.00 LS 26,00 Electrical 1.00 LS 26.0 Electrical Work 1.00 LS 44,396.48 ILS 44, 396,48 ILS 44,396 44,396 40.0 40.00 Process Pipe I I �... ..-...._............. Exposed Process Pfpe Iristetf 16" Flow Meter 2.00 EA - . I 46 590,71 /EA 87 835.13 /EA 268,851.66 ILF - - 268,651.66 /LF 500180.95 ILS 93,181 175;870 268,852 266,862 DA8 50 1 1 _ Install 30" Flow Meter 2.00 EA AO.00 Exposed Process Pipe - s 1.00 LF .-_c - - --- 40.0-ProcessPfd -- .... _j 1,Ot1 LF _ _...- 1 [ 15 Headworks� 1.00 LS _ _ 20 Prima -F i _ - -...- 02.0 Existing Conditions 1 02,40 Demolition Demolition 2 Existing Prima Clarifier 1.00 LS 217,080,31 /LS 217 080 i�ggtpYe. .t3GYrrt. and P.40n �� Pturltyl q 1.00 LS 4007.19 ILS 4,007 I _ �.-,.; 02.4011etnotltlon 1.00 LS 221,007.50 ILS 221088 03.0 02.0 Existina Conditions Concrete Work 1.00 LS 221 087.50 ILS ?29 088 03.10 Caston-Place C0001' eWork Tank Testing and Concrete Repair Allowance Grout Claifier Bottoms 1.00 LS 2.00 EA 125006.50 ILS 29,802.05 /EA 125,007 5_9,604 Reconstruct Center Column 2.00 EA T 15 650.22 /EA 31,300 03.10 Cast -in -Place Concrete Work 138.08 CY 1,563.67 ICY 215,911 03.0 Concrete Work 138.08 CY 1,563.67 ICY 2115,91111 26,0 Electrical Work �- _ 26.00 Electrical _ Electrical and I&C Allowances 1,00 LS 219 022.66 /LS 219,023 _ t I I F26,00 Electrical _ _ t.O Electrical Work 1.00 LS 1.00 LS 219,022.66 ILS 219 022.66 /LS 219,023 219,023 �0 I [Process Pipe .4 0,00 i Expaead Process Pipe 04" SSM -Scum Pipe {Allawanc@j- 100.00 LF 245.50 /LF 24,550 r�-1 40.00 Ex�oeed Process Pipe 100.00 LF 245,50 /LF 24,550 44.0 1 40.0 Process Pipe I 100.00 LF 246.50 /LF 24,550 Process Equipment - Munloigai 44.05. 1 Furnish and Install Process E ul meat Primary Clarifier Mechanism Scum Pumps 2.00 EA 2.00 EA 396,441.07 /EA 58 513.48 IEA 792,882 117 027 144,05 Furnish and IrtMWI Process Egulpment 1,00 LS 909,909,10 1LSr 909,909 _ 1 44,cPr- ss Equipment-,Munlcipu1_ 1 1.00 LS 20 Primary Clarifiers 1.00 LS 20 -_... I S[pdga Pump Station 909,909.10 /LS 1,590,480,16 /LS - -_ _ 909,909 1,590,480 - 22 03.0 I Conaretu Work 03.10 Cast -In -Place Concrete Work Slab on Grade, 12" Thick 1.0,81 CY 962.58 ICY 14,256 Concrete Wail, 12" Ulck 29.62 CY _ 2,650.35 ICY 78,503 _ _.. _ 03.10 Cast -In -Place Concrete Work 44,43 CY 2,087.76 ICY 92,759 05.0 105,00 03.0 Concrete Work Metals 44.43 CY 2,087.76 ICY 92,759 Metals stairs I 1:00 LSA 19493.46 /LS 19,493 Aluminum Handrail I 80.00 LF I 232.46 ILF 18,597 OSAO Morally t 1:00 LS 38,090.25 ILS 38,090 26.0 05.0 Metals Electrical Work Ele 1.00 LS _ 38,090.25 1L5 _ 38,090 26,00 Electrical 1 Electrical and 1&C Allowances _ .. - . _ - . ............ .. _... _.. 26.00 Electrical _ 26.0 Electrical work Earthwork J; 31.25 Earthworks, Structural _ Structural Excavation and Backfill 1,00 LS - 1.00 LS 28,709.72 ILS - 28,709:72 1L5 - - _ 28,710 28,710 1.00 LS I 28b74.0_.7.2I1.8_ 288 --- 333.00 CY 17.68 /CY 5 M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 3 C112M* Job Size: Duration: Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Estimator: Jones T Project No.: 668876 Revision / Date: 03 - 08/09/2016 Design Stage: 30% Design Estimate Class: Class 3 M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 4 Sid Rem Work Pkg Trade Pkg Description Takeoff Quantity Grand Total Unit Price. Grand Total 31.25 Earthworks, Structural 333,00 CY 17.68 ICY 5,887 31.0 Earthwork... 1.00 LS 5,687.25 ILS 5,887 146.0 Process PIPs 40.00 Exposed Process Pipe _ ..... _ ..-_ ....r. .. - ISludge Pi in Allowance 1 100.00 LF 40'.()G'Exposed Process Pipe - 100.00 LP263.45 26,345 28,345 263.45 ILF ILF 263.45 /LF I 40.0 Process Pipe 100.00 LF 26.345 44.0 1 Process Equipment - Municipal i Furnish amd Install Process Equipment 144.05 _-......,1- ]$ Pum£a`...... 2.00 EA 23G40.00 IEA _ _ 46,086 { 44.05 Fumish and Install Pmceas Equipment 1.00 LS 48,080,06 ILS 48,080 44:0 Process Egufpment- MogIcI Fal 1.06 LS 46,080.00 /LS 48,080 22 Sludge Pump Station I 1.00 LS 237,871.70 ILS I 237,872, xB: i l ti P Recrcuaon Pump, Station _ jI r 26,0 Electrical Work I 26,00 Electrical Electrical and 1&C Allowances 1.00 LS 224,942.20 ILS 942 26.00 Electrical 1,00 LS 224942.20 14$' 224,942 126.0 Electrical Work 1.00 L.S 224,942.20 ILS 224.942 33.0 I utilities _ 33,05 Eluded PrpCess PapinR ........_._..... PE-PriM1tAr�f Effluent 33.05 Buried Process p�iig 70.90 LS. 19.00 LF _..._.., _ 18!:69.38 ILS 13,809.36 &Ft9ti`pe4 19.8,V94 udilties 1.Du i S{ 730.093.59 iL5 OOb 4O:6�33.0 Process Pipe 40.00 E7 ased Process Pipe. 24" 1 . Pri'mar7 Effluent _ - - - _ 20.8D: LF _ 10,763.41 /LF _ 215,268 40.00 ExpOsed Process P 20.00 LF 10,163.411 ILF i78__. 215,268 40,0 Process Pipe A 20.00 LF 10,763.41 ILF 2'1-5 268 44.0 Procen Equipment - Municipal _ . {44,05 Furni*h and Install PrPCe�S Eglli�mlLYlt. Varllcai Turbine Pump 2.00 EA 371,459.15 /EA 742,918 I 44.05 Furnish and Install Process Equipment I 144.0 t.e9 LE 1.00 LS 742,918.29 ILS�I 742..978..29 /LS 742,918 742,918 Process Equijurt ftJ.hlunicipe1 26 Recirculation Pump Station_ 1.00 LS 1A321 222.31 /LS � 1321 222 { 28 lPrimary Effluent screens --I 0_3....0. ._. IConcrete Work . _I. 0.77 CY 03A0 Cast-In-PlaceComCrete Work Slab on Grade, 06" Thick - 1,162.62 ICY 895 Slab on Grade. 12" Thick _ 39.37 CY 900.79 ICY 35,464 - ISlab on Grade, 18" Thick 15.62 CY _921.01 ICY_ 14,306 1 --- Concrete Wall, 12" Thk:k _ 40.33 CY ! 2,833.80 ICY 106,221 1 ! Concrete Wall,, 14" Thick IGOnarate Wall. U' Thick Concrete Wall, 32" Thick 29.54 CY _ ... 4.25 CY 29.62 CY I 2,357.01 /CY 69.626 1,448.88 ICY 6,156 1,161,38 ICY 34,400 Cancrete Weill, Valried Wall Thickness £ !41 _ens Pad, 30"'thick 57.17 CY 0.83 CY 1,17251 ICY 67,032 M88.i6 -ICY 1,800 _ 93.10 C46t­ln-plat* Concrete Work 217.50 CY �- 1,644.75 ICY 1 335.98_3 03.0 Concrete Work 217.50 CY I 1_.640.75 PCY 835;983 05.0 i!*t*h1 Metals 05.00 Stairs 1.00 EA 7r278;89 IEA 7,270 1 I _,.r... Aluminum Handrail 146.00 LF I 232.46 ILF 33,839 �I - - - - Aluminum Checker Plate Covers �_ 409.59 SF i 95.76 /SF - _ ... 39,221 _ _ 05.00 Metals I 1,00 L$. i _ 804358$ !LS 80,A39 _ _.. 05.0 metals -- ••--- -.... _-.� _- 1.00 L.$ - $ei4S8iO3 fL5 •-- $0,43_8 26.0 Electrical Work 26.00 Electrical I I _Electrical and I&C Allowances 1.00 LS I 289,338,87 ILS 269,339 26.00 Electrical M, 1.00 LS 269,338.67 ILS d 269,339 . .._ 28.0 Electrical Work 1.00 LS 269r.._'- 338.67 _ft s. 269.339 ._... .. _._.._ ._....._ ..... .._......... 31.0 Earthwork 31.25 Earthworks, Structural i Structural Frnivativn And 6acklLll I 1,080.00 CY - 14.49 ICY 15L$48 31.25 Earthworks; Structural 1,60O.00 cY I 14.49 ICY I 15,648 31.0 Earthwork 1,0011. I 15,648.28 ILS �� 15,848 40.0 1 Pmnc*ss Pipe _ M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 4 ch2m. Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Estimator: Jones T Job Size: Project No.: 668876 Revision / Date: 03 - 08/09/2016 Duration: Design Stage: 30% Design Estimate Class: Class 3 Bid ftern Work Pkg Trade Pkg ." Description Takeoff Quantity Ex osed Process Pipe 24" BI - Bioreactor Influent 4.00 LF 42" PE- Primary Effluent_ f 1.00 LF 140.00 Exposed Process Pipe 4.00 LF Process PI(ia 4,u0 LF -"2 Grand Total Unit Price Brand Total _T 10,794 9,464 _ 40,00_ _ 2,698.58 /LF 9,48978 ILF 5,064.52 ILF 20 258 !LF 20,268 f40.0 44.0 _.I Process Equipnierrt - MrrrlicipaF f44.05 I Furn lob and Install Prac9as Equ1pMent Sluice Gate, 03'w X 04't _ I Weir Gate, 06'w -- - 4.00 EA { 4.00 EA 1 14,012 04 IEA 28,$07.64 /EA 557.Y48.32 /EA DDRB 118 1 7,111497 1 Band Screens �- 2.00 EA j E 44.05 Furnish and install Process Equipment.. 4.00 L$ 1.00 LS1 322,243.04 l -S S,Z88_,976.36 !LS 1�i88,PYt3 1,288.975 44.0 Process Epuorrtsrlt MunlciPai { _128 Primary Effluent Scr1 ns 1.00 LS 1 Z,U� Fi 64?�i 1 AS 2 47p,642 30 Bioreactor 1 & 2 Modifications 03.0 Concrete Work u 03.10 Cast -In -Place Concrete Work Slab on Grade 12" Thick 8.14 CY 1,012.85 ICY 8,245 Concrete Walls, 08" Thick 0.60 CY C 42 ICY-- 2.080 103.10 ConcraW I.16,.12" Thick µ Cast -In -Place Concrete Work t 134.64 CY 2A39.89 ICY 341944 142.78 CY 2 .07 Icy 964,24ti 103.0 Cgrlcrdto Wark 142,78 CY 2.87.07 ICY 35&L49 05.0 Ihlata[a 05.00 1 __ Metals lMixar$upport Platfrom Aluminum Grating -u 05.00 Metals 05.0 Metals Elaetrtcal Work 6.00 EA 101.06iIF 1.00 LS 1.00 LS 17,079.38 WA 85.24 ISF _ _ 118,87.35 ILS 115 872.36 ILS I 1_07,258 8,614 - _ 115,872 115 872 20.0 _ _ 26,00 1 Electrical Elactrtcal and I&C Allowances f 1.00 LS 230 861.72 ILS 230,862 -, •f 126.00 El6dtrical__ 26.O Electrical Work 1.00 LS _ _ COO LS ___230,861.72 ILS 230861.72 /LS � ..- . 230,862 230,862 31.0 �� Earthwork _ 131.25 m ^ ^I Earthworks, strucWral _ _ _ Misc. Stiodria for Structure Protection_ t 6.0.00 LF 529.08 ILF_ Z8,46�1 ;Structural _ EkCdvadorr and Backfill 450.00 CY 12.80 ►GY 5,807 _ 91.25 Earthworks, Structural _ 31.0 Earthwork _ 450.00 CY 1,f10 LS 71.69 1CY 5280:83 ILS 32,261 1 32.261 33.0 33.05 Utilities Buried P_roc_ess PiAlnp_-- 36" RAS - Return Activated $1 4.0 LF f 14,022.46 /LF 70,112 33.05 Buried Process Piping 5.00 ur 14,622.45 ILF 70,112 39.0 utilities 1,00 LS 70 112.23 /LS 70,112 -f _ 40,0 _ Process P3�pB 40.00 Expe"d pmcess Pips _ _ _ LBI_-$llflt - 200 LF 5,694.27 ILF 810.36 ILF . . 225,824 _ _ {I--124" ML - Mixod Li[[tr _ �_ 278.67 LF 36" RAS - Return Activiated Sludge 48.42 LF 7,940.08 ILF 384,459 tALP - Low Pressure Air Allowance 500.00 LF 501.81 /LF i 250,905 40-00 Exposed Process Pipe - I 3.27.09 LF 2,697.69 ILF 872,576 - j 40.0 Process Pipe 327.18 LF 2,667.69 ILF - 872,578 al 44.0 I I process Fmeat�Munlci-all- _..�- -99!P ---- 1 (]I]44.05 �FUrniah and Install Proceas_,Eggipment 144.05 i - - IWeirG'ate�-03'w - I IAA EA 11,750.24 /EA 11,750 I Aeration Diffusers 4,300.00 SF 44.33 ISF 190,817 lop Entry Mixeerrss,2HP - 2.00 EA . 19,486.86 IEA..[_38,975 Top Entry Mixers , 4HP 4.00 EA 28,991-27 IEA 115,965 IWASPum Ldtq,1j%taPidb.A 3.00 EA 46,906.69 IEA 140,720 -I Mixed L lquor Fumpe +2 duty, 1 stand4yL_ _ 3.00 EA 551.66.8-1 WA _ 16,501 144.05 Furnish and Install Process Equipment 1.00 LS 663,525.86 IS _ 663,526 44.OProcess.Equipment-Munlcijr7tl l.40 LS 663,525.86 ILS 663,526 _130 Bioreactor 1 & 2 Modifications 1.00 LS 2,337,457.19 ILS _ 2,337_,457 35 F �� Bioreactor 3 & 4 03.0 t:or►treta Work 03_10_ Cast -In -Place Concrete Work T Slab on Grads 6" Thick 1.08 CY 1 1,190.76 /CY 1 250 M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH21V!, All Rights Reserved - Copyright 2016 Page 5 C1124n- Job Size: Duration: Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Project No.: 668876 Design Stacie: 30% Design Estimator: Jones T Revision / Date: 03 - 08/09/2016 Estimate Class: Class 3 Bid Item ! Work Pkg Trade Pkg . Description ,- Takeoff Quantity Grand Total Unit Price Grand Total - ] Stab cm Grade, `Ia" Thick Cancreta Walls, 12" Thick 516.94 CY 108.62 CY 777.82 ICY 2,604.38 ICY 402,087 282,888 _ I~ Concrete Walls, 14" Thick Concrete Walls, 18" Thick 7.36 CY 822.47 CY 2,143.42 ICY 1,856.95 ICY 15,818 1,526,929 �+ Elevated Stab, 8" Thick Cust-In-place CgnCrete Workt 1..03.0GoncreteWork Metals Metals 34.57 CY 3,113.40 ICY 1,•151 .Q3 CY 1,506.45 ICY t-- 1.49E"03 CY 1,563.45 ICY ! 107,830 2.338,603 2.338,603 �03,1.0 r _ 06_.0 I W k 05,00 -_ T Mixers KPlatform _ 1.00 ER }f - -6.00 EA 9,991.16 /EA 1fa,ii40.00 IEA _ 9,991 - 119,040 Alurninrmi Handrail 1,001.45 LF -� 23248 /LF 532,797 -..-- - Aluminur�t i3fst11�,�"_ _......_ T r....._ _ .. 1_._..-. 147.40 SF 85.90 /SF 12,898 05.00 m6wlS ^374,$24.30 ILS _ 374.524 05.0 Metals _ .I...... 1.00 LS - 374,824c30 ILS 374 624 - 28.0 26,00 Electrical Work I 1 Electrical I - _ _ Electftef and 18:C Allowances 28.00 Electrical ......... - - 26.0 Electrlcal Work iAD LS 1A0 LS 1.00 LS 865 160"15 ILS _ - - B�i88 503 960 __ 6031160 508,160.15 ILS _ 603,160.15 ILS 31.0 ff4rtltwork: 31 25 Ea[thwCrM, Structural I 12?,881 i Stl{IC:uI':11 EkCdYatlOn and SWkNll 9,400.00 CY 1 13.60 ICY [--[31.0 131.26 Earthworks, Struct,iral Earthwork 9,404,00 CY 1.00 LS I 13"80 PCV 127,89+1.69- ILS � 127."1 40.0 10 moss Pipe - -- - 40;00E mid Process Pi 24" BI - Bioreactor Influent ^- �_ 9.42 LF - - 1 1906.29 ILF - 171967 24" ML -Mixed Liquor 2.00 LF 8,276.43 ILF 18 fifi1 .48" ML -Mix d Llquor 2.00 LF 10,910.78 ILF _ - 27 22 3$" RAS - Rurned Activated Sludge 2.00 LF ! 4,614.80 /LF 9,230 "'WAS - Waste Activated LUNE 08" ALP - Low Pressure Air 52,67 LF ] 206.00 LF 474.65 ILF 350.33 /LF 25,000 72,168 10" ALP - Low Pressure Air -� 206.58 LF 476.32 ILF 96;398 1.20" ALP - Low Pressure Air _ 4{3.00 Exposed Process Pipe 86.75 LF I 567,42 LF 1,067.88 ILF 623.46 ILF - 92,639 353,764 40.0PrOCessP1- 44.0 ProcessEqul mP ant-hTunEsip�l 567,42 LF - m _ 823.48 ILF I358,784 - - 44.05 Furnish and InstallProcess Equipment Awl[ Gate. 06'w T 2A0 EA - .T.-_. 29,607.63 /EA i� - Pais LWeir Gate, 02'w 4.00 EA I 8,086.44 IEA 32,346 Weir Gate, 04'w -, Aeration Diffusers 1.00 EA 1 4,500.00 SF 18,414.01 _IEA I_ T 44 33 15F 'is�dLi4 199,482 _ Swing Mixer Anoxic Mixer 2.00 EA 19,488.88 IEA 4.00 EA 28,981.27 IEA 38,973 115886 I WAS Pt►mp (2 der ,1 standby) 3.00 EA 46 9 0 688 9 /EA 140,72fl _ riNixed Liquor Pump_L2 duty,) standby]-- [_ 3.06 EA 65 16647 IEA 185801 !44.05 Furnish and Install Process Equlpmorq - -.... } 1,00 LS 767 616.63 ILS ' 767617 -- 1 44.0 Process Equipment - Nunlcipal. _ - _ _ I 1.00. 1.,R -- - _... ...... 767,616,53 ILS I - - - -' _ 767,617 135 Bioreactor 3 & 4 1.00 LS 86.96 /LS 1 529 3fi chemical Storage JJ __A,166 0 Cnneratswork 1113,10 ;Cast -In -Place Concrete Work _. _._-•-i._-....- ..._ . _....-- ' 51ab on Grade, 12" Thick . - - - 56.11 CY 923.36 /CY ! 51,810 Concrete Walls, 8" Thick --...... -1.47 CY __3216.37 ICY 4,727 Cone rete Column, 24" Square Equlpment Pad, 12" Thick - - _ ... __!EquipmentPaNd,_26"Thick 3.56 CY - 1.21 CY _. 4.42 CY !li 2,503.17 ICY 2,034 44 NCY _.._.. _ 1,50893 /CY I 4,811 2L -!q 8,774 Equipment Pad, 36" Thick 33.48 CY 11168.80 ICY 39,131 - i ! 03.10 Cast -in -Place Concrete Work -1 O�Concrete Work 100.25 CY 10025 CY� i` 125.33 ICY _ X1.128:33 ICY 112,815 112,816 F05.0 ] tilat8[ti _ __ __. - I05,00 j. j - - Metals iStalrc _ 2.00 EA 17 00;22 IEA w 34,700. Aluminum Handrail ! 87.58 LF _ 121.43 ILF ? 10,635 05.00 Metals 1.00 LS 4$,335.52 ILS 1 46,336 M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of C1 ­12M, All Rights Reserved - Copyright 2016 Page 6 cN2nw Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Estimator: Jones T Job Size: Project No.: 668876 Revision / Date: 03 - 08/09/2016 Duration: Design Stage: 30% Design Estimate Class: Class 3 Bid Item Work Pkg Trade Pkg Description Takeoff Quantity Grand Total Unit Price Grand Total 06.0 Metals 13,1 Buildings Corn lata-----.._... ---..._.. .......- .... .. ...... 13.01 Buildings Complete _ _ EM:En9ineered Building Structure _ 13.01 Bulldi%%s CMplete _ 13.1 Buildings Complete _ ----- - - - - 26.0 1, i8tectricot Work 1.00 LS 45,335.52 ILS ^- - 1,440.00 SF 61.95 /SF 9,440.00 SF 61.95 ISF 1,44%00 SF 61.95 ISF 45,336 -- 89,201 ,891207 ---...�... 89,201 126,00 Electrical _ mm 1 _ 31.0 Electrical and I&C Allowances 26.00Elactrical 26.0 Electrical Work _ Earthwork 1.00 LS 1 53,275.78 /LS_ 1,00 LS 1 53,275.78 ILS 1.00 LS 53 275.76 ILS_ _ 53,276 53,276 _5.3,276 __ 39,26 Earthworks, Structural I 130.00 CY 25.60 ICY _-_ 3328 Structural Excavation and Backfill 31.25 h%Vrks; Structure[ - - --- - 1 _ 130,00 CY 25.60 ICY $ 3II9 _, 40.0 51.0 Esrtliril0rk _ Process Pipe _...... _Process P" Purchase 1 1.00 LS_ _ 3,328.10 /LS- _ 1 _ 3,32$ :40.05 IRaahantnca! Piping Allowance 40.05 Process PIl1e Purchase - - '40.0Process Pipe1.00 1.00 LS 44,329.42 ILS 1_00 LS I- 44329_42 /L$ LF 44,329.421LF ..__.... 0,329 44.329 [ _�--44,329 -.. 44,0 I ----------.._ J Process Equipment,- Municipal_ `.._..._.._ 44,05 ........... . Furnish and Install Process Equipment Supplemental Carbon Tank 1.00 EA 63 732.26 /EA 63,732 J 1 Su lemental Carbon Metering Pum Polymer Blend Units Pol mer Totes 44.05 Furnish and Install Process Equipment 144.0 Process EOuipment - Municipal 2.00 EA 3.00 EA 2,00 EA 1,00 LS 1.00 LS 31,016.82 /EA 41,192.87 /EA 6,514A3 IEA 262,373.35 /LS 262 373.35 ILS 6_2,034 123,579 13,029 262.373 262,373 -__ 136 Chemical Storax f 1.00 LS 61r9,658.19 ILS - 610,658 T 40 MBR I Concrete Work _ -In -Place Concrete Work _ MBR Concrete Tank Allowance 1,100.00 CY 03.0 03.10 _Cast }-�I! 1,346.22 /CY 1,480,846 103.10 C_aecln-Place Concrete Work 1,100.00 CY •....... .....................----.... W..._........ .-. ll_ Work 1010.8100 cY 1,346.22 /CY 1,480,846 .�.-.-f.03.0Concrete...•-_--.-- 1,346.22 ICY ._._ 1 00.90 r-wshaa Paindnii; and Coatirx3 Tank Coating 29OOD brf SF _480,846 ... I 46.16 ISF 923125 I 109.90 _ _ _ __ Painting and Coating 1.00 LS 923 124.99 ILS _ 923,125 1 109.0 Rn[snet 1.00 LS 923 124.99 /LS 923,125 _._., 13.0 13.01 . S ...-fal Construction Bufldinga_G�leta _ --- MBRBuddmgs 3,300.00 SF 192.32 /SF 634,648 _ 13.01 Suddin Complete _ 0 S ocial Construction 3,300.00 SF 2,400.00 LS 192.32 15F 264.44 /LS 634,648 634,646 Buildings Complete - j 13.01 I LBuildings Complete Pre -Engineered Building Structure 2,000.00 SF 61.95 ISF 123,891 1 13.01 Buildings Complete _ 13.1 Buildings Complete 2 000.00 SF 61.95 .ISF 123,891 1 2,000.00 SF 61.95 /SF 123,891 26.0 I Electrical Work 126,00 r,9 1 __ Electrical Electrical Electrical and 190 AllOwartces Photo Voltaic Allowances Y 1.00 LS 1 1.00 Ls ?_213 p&66 ILS 284137.50 /LS 2,213,905 I! 284,138 28,00 Electrical 1.00 LS 2,498 042.16 ILS ! 2;4981042 _ 26.0 Electrical Work 1.00 Ls 2498042.16 ILS I 2,498042 31,0 31,25 Earthwork Earthworks structural I Structural Eftcacatfon and Backfill A4! CY 17.60 ICY 158,400 31.25 Earthwarkar Structural 31,0 Earl]hmrk_ �. 9,000.00 CY 1,00 LS 97.60 ICY 158,400.26 ILS _ 158,400 158,400. 4041 Process Pipe 1 Process Pipe Purchase- 1 - -140.05 I �lfutechaninaal.P[pingAllowance 1.00 L8 2560556.33 /LS W 2,560,556 140.05 Proaas8 Pi e.Purche" 1.00 LS 2,660,556.33 ILS Z560,556 M:\WBG-CNSL1-\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 7 cl12m- Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Estimator: Jones T Job Size: Project No.: 668876 Revision / Date: 03 - 08/09/2016 Duration: Design Stage: 30% Design Estimate Class: Class 3 -T Bid Item Work Pkg Trade Pkg Description Takeoff Quantity Grand Total Unit Price Grand Total 40.0 Process Pipe 1.00 LF 41.0 Bulk Materia{ Proce&singlEgnipment - lP i 41.00 `Material Handling Equipment - OverheadBrldlpCrane - 1.00 EA _.... 41.oa 6Aatarlal liandliny Equipment 1,00 LS 41.0 Bulk Material Processing Equipment _ 1.00 LS .. _..44.0 Process Fquipmnnt - Municipal. 44.05 Furnish and Install process uipment I Neuros blowers S4 new, 1 relocate) - -- 5.00 EA MBR Covers Allowance. 1 9,000.00 SP -i Membrane Feed Pumps I 6.00 EA ' .E ur .....q.uipmoontt ._..... u -: 1.00 LS _�W . MBR44.05 2,560,556.33 /LF 1 �_ _ 124,145.38 /EA 124145.36.ILS 2,560,556 124145 IZ4,145 12A,148.38 ILS - 124,146 435,8$6 B7 i A - 166.19 1$12.. 2,784,480 149 678 -843,794 140L32.34 IEA 10 261834.78 /LS i 10,2§1,636 T Furnish and Install Process E uQment 1.00 LS 14j$9586.98 ILS 14.765,888.88 !LS 14,785,687 j I 44.0 Process ul�ment • dMrnlcipal 1.00 LS 14,785 587 55 i - 03.10 40 MBR m M UV Disinfection Can Crete Work Cast -€n -Place Concrete Work 1.00 LS I i - 18519 CY 185.19 -CY 23,289,241.64 /LS - 23,289.,242 --- .._ -.... 867.00 ICY � 867.00 ICY 160,560 160,560 Slab on Grade, 12" Thick 03.10 Cast-In•PIsce Concrete Work _ _ 103.0 Concrete Work Btrlldings Complete Buildings Complete Pre Erfginsered 8uiiding afluClui9 _ 13A1 Oultdings Complete - 13.1 Buildings CamplgT Electrical Work_ Electricaland I&C Allowances - - - 26.00 Electrical f 185.19 CY 867.00 ICY 180 680 j - 13.1 -f T3.a1` S 0fl0.i10 3r si:95 ISF i 308,727 5,004_00 SF _ 81.95 f5F 328,727 5,500,00 SF 61.95 !SF 300.727 26.0 ! _ -� 1.00 LS _ 1.00 LS 286 581.91 ILS 295,581.91 ILS 295,582 295,582 126.0 Electrical Work ...-... 1.00 LS 296,581.91 ILS 295,882 31.0 I 31.25ifarthwnrks Earthwork r StfuOural -- $lructural Excavation and Backfill 416.00 CY 27.02 ICY 247 Earthworks, Structural Earthwork _ 416.00 CY 27.02 ICY _11 91 247 11 241 i _ 1.04 I.S. _ 11,240.82 ILS 40.13 Process Pipe _ - 4o.i35 Process Pl Pure45e Mechanirical Alto 1.00 ILS 0.05 Process PI aLtp a Process Plpe gPurchass e I 1.04 1.00 LSf ._ _- -- '44.0 Process Equipment _ 44.05 furnish and Install Process E_ u3 moot p �...- quIpme _... i i UV Disinfection Wm ; 1.00 LS 144.05 Furnish and Install Process Equipment 1,00 LS 144.0 Process Equipment -Nu I I 1,00 LS 55 UV Disinfection 1.00. LS [ _.... ..-.__.-..... ........ , S19 .90 /ILS ILS 44�5�9-,9D w _.. --3 9 d6�0 374 1L� �T 4,000,251.12 /LS 4,000,251.12 ILS 4000,261,12 /LS 6;156 82087 /LS +10011,281 4,000 261 4000,251 50166,821 64 Sidestream Treatment _ 03,0 1 Concrete Work 03,10 I Cast -In -Place Concrete WoA 1 I$lab on Grade, 12" Thick 73.95 CY 897.96 /CY 86;404 Concrete Wpll,12 Thkk _ `-- - Concrete Wall, 14" Thick �� _ 11.79 CY 77.71 CY � 2,W9.34 /CY_ 2' 03. MY _ _ _ 30,293 � 1.83,320 i E +tipment Pedx_t2 7ltkik 03.10 Cast -In -Place Concrete Work 03.0 aaprlGret9 Warts 305 CY � 166.51 CY 188.31 CY. 1,727.61 /CY 1,713.32 ICY 1,713.32 ICY� � 285,286 285,285 a6A - 14sWao;._ _ Niatara _ ! Stairs - - - - - _ _ - - 37,141.78 IEA 232.46 /LF 47,776.24 ILS - - 47,770.24 ILS ...... .... _ I 37,141 10,035 47,776 V 47.776 _ f 1.00 EA LF 1.00 LS_ - 1A0 IS i - Aluminum Handrail 1-45-.78 05.00 Metals I FO -S.-0 Metals - i 99.50 - I Flnlalias _ Painting antl C17adrN�_-._. Tank GOetirl� Pairiling and Coating I _ - 1,80il,00 SF f - 46.16 /SF -... - ...._ 88x081. 109.90 1.00 LS $3,081.25: ILS 83 081 M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of C1 -12M, All Rights Reserved - Copyright 2016 Page 8 C 12M, Job Size: Duration: Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Project No.: 668876 Design Stage: 30% Design Estimator: Jones T Revision / Date: 03 - 08/09/2016 Estimate Class: Class 3 - - ..... ._... - -- - -- 01A bnm UUnslr Don T-4. D. -I rincnetn41n T.Irnnff M-ftty r:rand Tntnl I )nit Prlca! grand Total 09.0 Finishes. _ 26,0 EtaerWal Work 1.00 LS 1.00 LS 1.00 L$ 1,00 LS 83.081.25 ILS 83,08.1 - 295,976.56 /LS 295,977 "51,076-fit,,97 ILS _ 295T 295,976.56 ILS 1. 295,977 26.60 /CY 4,523 26.60 ICY 4.523 ILS 4,523 10,208.92 /EA_ - 10.209 10,208.92 IEA 10,209 26,0.2 _ Electrical Electrical and I&C Allowances 28.00 Electrical 26.0 Electrical Work _ 31,0 Earthwork _ 31,25 Earthwarks, Structural I Structural Excavation and Backfill170.00 - - 31,25 Earthworks,, Strui:tit ra1 _1 ---. 31.0 Earthwork -- - -. - _ 33.0 _ Utilities 33.15 Yard Process Piping, Structures_ Precast Lift Station Manhole 33.15 Yard Process Piping, Structures �. 33,0 Utilities 40.0 I Process Pie CY 170.00 CY 1.00 IS 1 _ _ 1.00 EA 1,00 EA 1,00 LS 10,208.92 ILS 10,209 140,05 Process Pipe Purchase Meehanincal Piping Allowance __ .. _ .. 40.05 Process Plpe Purchase 40.0 Process Pipe Furnish and Install Process E uq Ipm.a t 1 1.00 LS ...._ -. -. 1.00 LS 281,935.14 /LS t � _ 281,935.14 ILS 189;935 __.... _ 281.935 281,035 1,+{88,608 1,488,508 274971294 1,00 LF 2sT` 36.74 1LF µ 1,488,508.27 ILS T 1,488.508.27 ILS .-..._. 1,.4$8,508.27 ILS1480.508 2,497,293.91 ILS 44.05 �- 1.00 LS 1.00 LS I1Q8 LS 1.00 LS Sidestream Treatment Equipment ­ 06Fymfsh and Install Process Equipin®nt QProcessgylplryent-Alun3cipal Sidestream Treatment Cooling Towers and Cooling Wetlands Electrical Work Electrical Electrical and I&C Allowances 26.00 Electrical _.._ _I _r44 68 26,0 _.. 814,922 -.._ 9 . 814,922 I - 814,922 -- FI 26.00 814,922.12 ILS 1.O0 LS I 1.00 LS 1 1.00 LS 81Ar922.12 ILS 814 922.12 ILS I _....._,� 36.0 Electrical Work Exterior lm_praverne0h; _ CoDFInWetlands Bob Jones Trail Maintenance 132.50 SIIA, trrr�YGvementG 32.0 32,50 - _2,388,301 93,659 _ 2,481,960 AC 140 t88.Y8 IAC 83,866:66 ILS _17.00 i 0Q L8 1.00 LS 2_ 1959.62 /LS 133.0 ..32.0 Exterior Irnpruvemants I_ Utilities 33.65 WOOS 1.00 LS 2,481,959.62 .... .... ...... ... - _ Monitorip Wails {30' L18 th -j-- 6.00 EA -�- 2,663.49 /EA 15,981 33.65 Wells _ �� .. _ .._ . ......... ....... 33.0 Utilities &00 El+' 2,663.49 IEA ......_....._....._....._. - 15,981 _ 16,981 1.00 LS 1 15,980.95 /LS 44,0 _! Process Eq uipmonl- MtnIrlpid .. Furnish and Install Process Equipment Coatlnn7tmrer Pumtps 6.00 EA CooMIS Towers 6.00 EA IC7nIIn0 Tower Cleanitl�3]tstem 1.00 EA105,796.85 44.05 _ 63,477.92 /EA 380.868 I T 208,117.71 /EA IEA I735,376.Sd 1,736,370.34 ILS _7,2dBr7C9 106,797 1,736,379 1,738 370 44.05 Furnish and Install Pror.nss Eg0lpmant 1.00 LS 44.0 Process ERuipment - Municipal i:tl'B t:S Towers and Cooling Wetlands ! 1.00 LS Biosolids Blend Tank Existing Conditions Nmoiitlon Demo Existing Pumps. and Pipft. --... _ .... - .. _ ... .... 1.00 LS 02,40 Demolition - 02.0 Fatistlno Conditions ! -UO LS Concrete Work Cast -In -Place Concrete Work Sis1f as Gr4de, 12" Thick 38.81 CY _ Concrete Walls, 8" Thick 6.50 CY Equipment Pad. 12" Thick_ -- 4A3 CY _ . 03,10 Cast-in•Place Concrete Work I 51.04 CY 03,0 Concrete Work -__ -_! _. 51.94 CY Metals Metals 168CDoling 70 ! 02.0 5,048 233.03 ILS 604$ 233 102.40 4,OQ7 - 4,007.18 ILS 4,007.18 !LS ..f� _ t]�77,118 ILS _ _ 4,007 03.0 03,10 844.22 ICY 37,764. 26,258 1Qr486 69,816 59,515 3,t?88 80 ICY 2,266.88 ICY _ - �� 05.0 1 1,338.36 ICY T.S38 58:.1CY _ 1 105,00 ) M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH21V!, All Rights Reserved - Copyright 2016 Page 9 C11 1M. Job Size: Duration: Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Project No.: 668876 Desion Staae: 30% Desian Bid Item Work Pkg Trade Pkq Description _ �- -- - I +++!lllStairs - -- - 1 Aluminum Handrail 105.00 Metals 95.0 Metals 26.0 0001rical Work r 126410 Electrical Electrical and I&C Allowances j 28.00 Electrical 26.0 Electrical Work Earehw_ork _ 31,$8 _ iEanlnvorks,Strueltlral �--��.�-- Estimator: Jones T Revision / Date: 03 - 08/09/2016 Estimate Class: Class 3 { 1.00 LS _ 1A0 LS 1.00 LS Takeoff Quantity } Grand Total Unit Price' Grand Total 21.9 .1 21.94 ICY 1 1.00 EIA 13,781,31 1EA 13,781 29.00 LF 232.46 /LF 6,741 -- 1.00 LS 20,522.66 1LS 20.523 1.00 LS I_ 20,522.66 ILS 20,523 { 1.00 LS _ 1A0 LS 1.00 LS 76,953.90 ILS - 76,954 21.9 .1 21.94 ICY Structural Excavatlolt and Backfill 60.00 CY 1,316.fi2 ILS 1,317 - -_968.92 /LF 1,160.95 /LF� 154.18 /LF 31.25 Eartiiworke, Structural 50.00 CY _ 18�1i98 24,473 4,382 T -64,451 24,197 1,017.78 /LF 483.95 /LF 131.0 Earthwork 5,00 LS r Pracgss Pipe'_- I Exposed Process Pipe - L94"BS-Blended Sludge �1 18.58 LF 06"BS-Blanded Sludge I 21.08 LF W _ 145S1 40A 1_, 14000. - _i 700,18 /LF 1 I - I - _ 1 1.00 LS 1.00 LS 209,381.50 /IS f 209,382 209,382 06^ BSM -Blended Sludge Mixing E 28.42 LF 1 209,381.50 10 _ 1._08" SSM - Blended Sludge 53.50 LF - 11.00 LS 527,73$ 68 iLS -1-10" -Mixing BSM - Blended Sludge Mixing ! X$0,00 LF. - 108" MS - Mixed Sludge 28.42 LF 4x.00 Exposed Process Pipq I _ 2 t oo LF. L40_0CRas PIPs l ZD000 I -F 72 _ -- - I 1 � JJ 44 R _P Process Equipment - Municipal j 76,953.90 ILS - 76,954 21.9 .1 21.94 ICY 1,317 1�7 1,316.fi2 ILS 1,317 - -_968.92 /LF 1,160.95 /LF� 154.18 /LF -- _ 18�1i98 24,473 4,382 T -64,451 24,197 1,017.78 /LF 483.95 /LF 511.28 ILF _ 145S1 700.18 /LF _ 140,018 7Ae,03R _i 700,18 /LF _ I - I - _ 13.01 Eu IIdings Co ii i p!r, ` Pre -Engineered Building Structure _ _ 1,870.90 SF I 8.1.95 /SF _ _ 116,_838 113.01 BuiRW_ 1,87RSF 1 61.95 ISF 114838 _......._.113.1 Buildings Complete i 1,670.96 $� 5195 1&F 115,838 14.0 1IConveyiha.Equipment- 1"0. iCan In11 Sul ment 26,0 44.05 Furnish and Install Procosss Equi ment 2.00 EA 7 8.48:65. /EA 15,053 1.00 LS 11.00 LS 1-AwN�--•- �..� 2.00 EA 56,789.28 /EA 864.69 JEA _ 31.0 5,729 92,074 1.00 L6 1,00 LS 459,827.3b !LS 1 159_,_827.35 ILS , _... ... 169,627.35 ILS MixNptsle Assemy 2.00 EA Blended Sludge Pump 2.00 EA 46,036.60 !EA _ I - I - _ 44.05 Furnish and Inatn[I Process E u3 meni 144.0 Process Equipment - Municipal 1.00 LS 1.00 LS 209,381.50 /IS i 209,382 209,382 165.00 CY 1 209,381.50 10 { DSA. (_ 70 e10901lds Blend Tank Thickening - Concrete Work - 11.00 LS 527,73$ 68 iLS 521,734 72 1 _ 03,10 'Castdn•Rlms Concrete Work JJ Slab on Grade, 12" Thick _ Concrete Wall. 12"Thick 54.15 CY '. 897.91 ICY 1 19.25 CY I 2,340.26 ICY 46;822 45,059 Concrete Column, 24"Square _ -- ---- �� 4.74 CY 1 2,506A4ICY -..-- -- .._. 11,881 _ Concrete Column, 24" Dia. I 2.91 CY 2,633.05 ICY . 7,062 lJ 03.10 Cast -In -Place Concrete Work _ f 03.0 Concrete Work.-� 81.05 CY 1;396.86 ICY .-81.05 CY f 1,396.86 ICY 113,216 113•,236 05.0 I Metals 05.00 Metals Slairs� - i 1.00 EA 18,052.72 /EA 163053 Thickener Plattrom Alurn,num Handrail �.. 1 .366,46 SF 203.33 /SF 45.00 LF 232.46 /LF 74,601 10x461 05.0;: Metals - .,. 103,01409 ILS �_ 105x914 _ . 05.0 Metals 1,13tl LS 103 , �.1 M4.08 k � 93 103,4 33:1 euHdings C:ainlarsn _ T 13.01 Eu IIdings Co ii i p!r, ` Pre -Engineered Building Structure _ _ 1,870.90 SF I 8.1.95 /SF _ _ 116,_838 113.01 BuiRW_ 1,87RSF 1 61.95 ISF 114838 _......._.113.1 Buildings Complete i 1,670.96 $� 5195 1&F 115,838 14.0 1IConveyiha.Equipment- 1"0. iCan In11 Sul ment 26,0 2 Ton Hoist and Monorail Beams _ 14.00 Conveying Equlpment _ �4.D. Cone in E u3 moot � Electrical Work 26Ao Electrical 2.00 EA 7 8.48:65. /EA 15,053 1.00 LS 11.00 LS 8;d6S.25 S iIL -- i 951:26 ILS _ I - 15,053 15,053 _ 31.0 __'• Electrical and I&C Allowances _ I 126.00 Electrical _ _- -f� 128,0 Electrical Work Earthwork 1.00 L6 1,00 LS 459,827.3b !LS 1 159_,_827.35 ILS , _... ... 169,627.35 ILS 159,827 159,827 _ . 159,827 1.00 LS + _ .31,25 Earthworks Structural ._.... --._._........--�--- -i.............--- :Structural Excavation and Backfill 165.00 CY I 21.89. ICY. M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 10 ch2im., Job Size: Duration: Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Project No.: 668876 Design Stage: 30% Design Estimator: Jones T Revision / Date: 03 - 08/09/2016 Estimate Class: Class 3 I Bid Item Work Pkg ' Trade Pkg. Description Takeoff Quantity Grand Total Unit Prlc- e L 31.25 F_arthwwks, Structural 165.00 CY 21.66 fCY 31.0 Earthwork 1.00 LS 3,573.14 ILS L_ Grand Total 3,573 3,573 33,0utilities 33.05 Process Piping _ _Buried 06" BS - Blended Sludge �~ 37.33 LF 366.33 ILF 13,675 06" F1LT - Filtrate 7.17 LF 370.91 /LF 2,659 06" THS - Thickened Sludge 63.83 LF 279.00 ILF 17,809 33.0515uriO Proeess piping - 108.33 LF 315.18 ILF _ -_ 34,143 33.0 Utllllles Process Pi Exposed Process Pipe 1,00 LS 34,143.22 ILS 34,143 40.0 140,00 05" B$ - Blended Sl - 21.33. LF 06" FILT - Filtrate I 27.67 LF -06" W • Thickened Slt!Ie. ! 20,58 LF 05" FA - Foul Air I 46.50 LF 12" FA - Foul Air I 19.33 LF 40.00 Exposed Process Pipe _ _ I 196.41 LF 40.0 Process Pie 155,41 LF 459.97 /LF 9,811 7,970 30,544 14,969 _3,082 66,376 288.03 ILF 1,484.16 ILF 225.09 /LF i$8,!Qq ILF 427.10 !LF 427.10 ILF 66,3-16 _ 44A I Process E uipment - Municipal .144.05 Ifurnish and Install Process Equipment Thickened5ludgePulhp Rotary, Crum Thickener - I RDT Potyrttar Blend Unit I Po�mter Tats_- 44.05 Furnish andslak�Pracess Equipment ln 44.0 Process Equipment - MuniciE21. �I 72 Thickening 73 Solids Area Electrical Building. 03.0 i Concrete Work 2.00 EA 51356,33 /EA 102,713 _2.00 EA I 2.0 -CA -T- 428,752.38 IEA 41,192.87 /EA� 857,505 82,386 I 2.00 EA $ 1 __k_IEA _ 13'11029 I 1.00 LS 1�685L631.98 ILS E 1,055,632 IAO L$ 1 1,055,631.98 ILS 1,-055,632 1.00 LS 1,666,672.11 /LS 1,666x.672 ..._ 10,306 �. ..,.......6 14,500 31,061 55,867 904 CY 1,091.70 ICY - 0.3.10 Cast -In -Place Concrete Work Continuous Footing, 12" Thick -- .. ....... --- ._.. _ .. Slab on Grade.06" Thick j 8.38 CY 16.84 CY 34.66 CY 1,730.36 ICY 1.844.49 /CY 1,611.87 ICY I Concrete Wall, 16" Thick 03.10 Cast -In -Place Concrete Work 03.0 Concrete Work 34.66 CY Metals Metals Stairs 1.00 EA Aluminum Handrail I 29.17 LF 05.00 Metals _ _ _ _ �_ 1.00 LS 05.0 Metals I 1.00 LS Buildings Complete I Buildings Ccto ! 1,611.07 ICY 55,867 05.0 1 05.00 16,227.30 /EA 16,227 232.46 /LF 6,781 I 23008.'18 ILS _ 23,006 23,008,16 /LS 23,008 13,1 I :13.01 I CMU Building 450.00 SF 192.32 /SF 86,543 1!13,01 k13.113ui1c1ingsCanlpteta- Buildings Complete _ _ 450.00 SF 450.00 5F 192.32 /SF 192.32 /SF 86,543 86543 26,0 Electrical Work 26.00 Electrical _ Electrical and I&C Allowances - - 1.00 LS 493 294.28 /LS v 493,294 Photo Voltaic Allowances 1.00 LS 59195.28 /LS _ 59,195 26.00 Electrical T. - ... 26.0 Electrical Work 1.00 LS _ ..�- - 1.OD LS 552,409.56 ILS - - --- . 552489.56 ILS 552,490 .. 552,490 31,0 earthwork _ fi 21.37 ICY1 _ 21.37 ICY 1.132.37 /L5 - 719,040.39 /LS 1 131.25 Earthworks, Structural Structural Excavation and Backfill _ 31.25 F„arthwork_ s, Struetuml 31.0 Earthwork f 73 Solids Area Electrical Building e13- Digester No. 2 03.0 lconcreto Work 10 I Cast•I n•Placo C nn r re tr Wo i k �._................. _..._ ..... - Concrete Curb. 6" high I Slab 4n Grade, 6" Thick Slab on Grade, 16" Thick Concrete Walts, 14" Thick (Curved} 1 Concrete Column 24" Ola. � �^ { 85.00_.CY 132 53,00 CY 1,132 - -_ 1,132 719,040 100 LS 82 _ _ 1.00 LS �. 3.$6 CY 2,110.67 ICY 7,704[ -1- _ 0_29 CY _ 1�g22;65 ICY 875.22 /CY 2,1_70.37 /CY 384 140,490 513,467 - 160.52 CY 236.68 CY 13.96 CY 2 67.14 1CY 33,045 M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 11 Ch2i . Job Size: Duration: Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Project No.: 668876 Design Stage: 30% Design `Bid kern TWorl Pk9 �Trade PTkg - Description Estimator: Jones T Revision / Date: 03 - 08/09/2016 Estimate Class: Class 3 Takeoff Quantity TGrand Total Unit Price Grand Total 1 Elevated Slag, 12" Thick 03.10 CeSE-9n-Place Concrete Work • 03,0 Concrete Work f 117.911 CY 532.91 CY 532,91 CY 2,421.94 ICY 1,840.20 7CY 1.840-20 1C 285,571 980,66^ 960,661 I 05.0 1 Metals 05.00 Metals I Stairs 1.00 EAi01151.39 IEA Aluminum Handrail 236.03 LF 232AO ILF -.- 30,151 54,868 05.00 Metals 1,00 LS B5018.94ILS 85,019 I 05.0 Metals_ 1.00 L5 $50TS.S4lLS 85,019 -..._ _. 26.0 Electrical Work 25.00 Elactrieal Electrical and I&C Allowances 1.00 LS 88,792.96 /LS 88,793 26.00 Elaetrical 1A4. LS $$792:98 ILS 88 793 { 26.0 Electrical Work 1.00 LS. 6$,7996 ILS 88 793 31.0Earthwork .31.25 EarthWorka, Structural ] �I Structural Excavation and Backfill 31.25 earthrtrarks, Structural 3770^0.CY 3.770.00 CY _- 19.70 ICY 19.70 ICY 74,284 74,284 _ _ �-- -• }}----•---- 31.0 Earthwork 1.00 LS 74,264.32 ILS 74 84 ----. _. 144.0 ... _.._. -.. ] process Equipment - Municipal � 144.05 Furnish and Install Process Equipment Boiler 1.00 EA $201.24 IEA 52,801 U1geStar Gas Handling Equlprrt�ent.,� 144 Ls 1451796:83 &S 106,787 I 44.05 Furnish and Install Process Equlpment 0 44.Process Equipment •Municipal 1-00 LS 1,00 LS 158x397.77 fL% 158,397.77 ILS 158,398 158,398 8? Digester No. 2 1.00 LS j .1,387 1 -17 !LS 1,187135 - _--� _ 83 !I Digester Building 03.0 I F Concrete Work :03.10 Cast -in -131 ace Concrete Work T Slab on Grade, 12" Thick 102.99 CY 891,71 ICY 91,837 We!!, 8" Th1G4 4Equipment Pad, 12" Thick 4.04 CY j 5.90 CY 3.222.24 ICY 2,131.65 ICY I 13 ma 12,577 103.10Cast-In-Place Con crate Work 112.93 CY 1,D39.87 /CY 117.432 117,4.32_ ,03.0 Concrete Work 112,93 CY 1,039.87 ICY I 05.0 Metals - 105.00 Metals Stairs 1,00 EA { 50,145.19 /EA 60,145 Altp_Rlinum-Hand rail - - i 124.89 LF232.46 ILF 29,032 05.00 Metals �1,00 LS_ 09,177.12 fl_5 89,177 05.0 Metals ] 1.00 LS 89,177.12 ILS._ 89,177 _ 13.1 BuildingsComplete � 1 113,01 Suildin s Complete e-En�inare Scture ed S ildir9tru - - 2AORA SF 46.34 MF 1 115,838 - I .01 liulidFnp ColrtptWo _ _ _ r1 2,500.00 SF _- 46.34 ISF Buildings Complete 3,6500.00 SF 46.34 /SF L 116_,838 76;0 Electrical Work 26,00-- Electricals Eiactetl and i&C Allaweitcas 1,00 LS 1-�216,082.8g IL9. 218,063 26.00 Electrical 26.0 EloWleal Work ---. Earthwork ]j StrurturaI 1] Structural Excavation and Backfill ! 1.00 LS mo LS. ] 230.00 CY 816,062,88 ILS _ 216082.88 ILS 25.21 ICY~ 218 063 216,063 5.797 31.0 31.25 !Earthworks, _ 31.25 Earthworks, Structural i 230.00 CY 25.21 IGY _5,787 _. �...-..-. 40,0 31.0 Earthwork j - - - ------ -..� ProCegB Ripe 1.00 L$ �_� 5,797.15 ILS [ 5,797 - ...- 40.00 _ JExposod Process Pipe- 04-In-pigeatedSludgs - 06" DS - p "..sted lug a _ _-._�. _- ":DSM -Digested Sludge Mixing - - - - DSM - D asted Slud a Mlxln - - -- ---g - -g ........... .. - F14'. DSM- Digested Sludge Mixing 18.67 LF 1 t I 34.08 LF j_ 172.25 LF 1 93.17 LF 94.75 LF 1,199.86 ILF ] 961.47 ILF_ 113.47 +LF_ �_ 1,473-79 ILF - 1,362.92 ILF 22�d01 32�767- 137313 - 129,137 __ 112" _ 1 DSR - Digested Sludge Return 286.33 LF 583.51 ILF 167,078 HWR1S- Hot WaterRetumlSupply-_ - 40.00 Exposed Process Pipe inA7 LF 1 872.92 -LF -r 520.20 /LF 685,72 IL - 904342. 598,582 1 40X Process Pipe - - � 872.92. LF� 688.72 ILF_ 598,5.8.2_ 144.0 ] _ Process Equipment • Municipal _ M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 12 cNzm4 Job Size: Duration: Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Estimator: Jones T Project No.: 668876 Revision / Date: 03 - 08/09/2016 Design Stage: 30% Design Estimate Class: Class 3 Bid [teat Work Pkg Trade Pkg Description 44.05 I Furnish and Install Process Equipment DVester Heating Pump _.... Digester Mixin.9 Pumps Mix Nozzle Assembly Takeoff I Quantity . Grand Total Unit Price 3.00 EA 24,758.67 IEA - - 3.00 EA 137.677.03 /EA 2.00 EA_ 2,864.68 ;EA__1 2.00 EA 24.758.68 /EA 3.00 EA 18,926.04 IEA 3.00 EA 71,746.67 IEA 1.00 LS n14.571.93 ILS Grand Total 74,276 - 413,031 5,729 Digested Sludge Transfer Pump 49,517 I Hot Water Pumps T Heat Exchangers 44.05 Furnish and Install Process ent --� 56,778 211240 814,572 44.0 Process Equipment- Municipal 1.00 LS 814571.93 ILS 8144572 8T 3 Digester Building 1.00 LS 1,967,461.12 ILS ..._.. 1,957,461 .... 86 � Dewatering Building 2G,0 - _ -- 26.00 Ejectricat Work I Elaclrlvaf-- I I Electdcal and I&C Allowances 1.001S 204,223.83 /LS 204,224 25.00 EfaRtrlval1.00 28:0 Elaetr}ca1 Work - Process Pil?s... Process Pipe 04" FA - Foul Air - I LS 1.00 LS 58.00 LF 204,223.83 ILS 204.223.83 ILS 204r224 204,224 40:0 t40.00 -dosed $0.14 0-F 11.550 - t 06"FA - Foul Air �_ 08" FA - Foul Air 10" FA - Foul Air 12" FA - Foul Air 18" FA - FoufAir 28" FA - Foul Air 40.00 Exposed Process Pipe 1 40.0 Process Pipe ........................... _._.. 44A - Process Equipment - MunicipalI 44.06 Furnish and Install Process Equipment ____ Screw Press I- Filtrate Pump Station Polymer Tote _ 44 05 Furnish and Install Process E44uIpmant 44 0 Process Equipment - Municipal _144.0 86p9waLeringBuilding 88, Odor Control Q3_,0Concrete Work I I I ; I j. 15.75 LF 58.25 LF 36.33 LF 9.00 LF 41.75 LF $5.33 _LF 254.41 LF 254.41 LF 1.00 EA i.O0�E11 _{- 1.00 EA 1.00 LS tho LS 1.00 LS 214.19 ILF 9 374 - 159.59 ILF .. _.121.97 ILF 9298. 4431. - 1,437.82 ILF 353.85 ILF _ 72_2.26 /LF 321.86 ILF �_-- 321.86 ILF'_. .. -. - 906,589,93 IEA 473,106.21 IEA 6,514.46 IEA 12't9q _1417n 25.817 81,883 8183 906,589 _ _ 4731106 814 1,38 26 09.88 is 1,396 2�4S9.S9 rLs - _ 7,38612T0 1,388216 1672,316.89 ILS I - •. I 1,063.92 ICY 1,256.88 ICY 1,233.47 ICY 2,113.58 icy 2,598.22 ICY 2,563.84 ICY 2.041.48 ICY _ � t 2,041.48 ICY L ILS 71,034 ... /L5 71 34.37 ILS 1,672,817 _ _. _ _ 49,408 943 69,786 X145 328,468 29,658 6032288 503,285 71034 71,034 7].034 _ 03.10 Case -In -Place Concrete Work --- Continuous Foo MR, IV' Thick 46.44 CY I Slab on Grade, 06" Thick l 0.75 CY i I Slab on Grade, 14" Thick 48.47 CY _ Concrete Wall, 9" Thick 13.32 CY E Concrete Wall, 12" Thick 126.42 CY Elevated Slab, 8" Thick 11.13 CY 03.10 Cast-In-PlaceCancrate Work 244,53 CY 03.0 Concrete Work 2.16.53 c'r 2$,Q Electrical Work 26.00 Electrical Electrfcal.artd I&C Allowances - I 28.00 Electrical 26.0 Electrical Work - 37.0 _ • EarFltwvrk 31.25 gatthworks. Structural„ Structural Excavation and Backfill 31.25 Earthworks, Structurat 31.0 Earthwork 40.0 Process Pipe 40A0 Exposed Process Pipe 06" FA - Foul Air I� 30" FA - Foui Air 36" FA - Foul Air 40.00 Exposed Process PVe -_ p 140.0 Process Pia 44.0 I I ProcessEqu�ment - Municipal -� - i44.05 -Furnish and Install Process Equfprttant -- -i Odor Control Fans I I ._. - 1.00 LS 1.00 LS 7.00 LS 1,270.00 CY 1,270.00 CY to LS 46.92 LF 137.33 LF 28.42 LF I42.$7 LF -....__ 212.67 LF 4.00 F -A 22.52 ICY 28,697 I 22.62 ICY 28 b97 28 597•.27 ILS 26,697 II i 503.66 ILF 23,632 976.48 ILF 134,096 6,619.85 RF - I 16J8 874 314,608 31460$ 1,d7S.30 ILF - I -479,3Q !LF I 46'883.79 IEA 189936 M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 13 C112/M' Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Estimator: Jones T Job Size: Project No.: 668876 Revision / Date: 03 - 08/09/2016 Duration: Design Stage: 30% Design Estimate Class: Class 3 � � I 83ti stern WOrk Pftg Trade _ Pkg E1@SCiIpt�PFl Takeoff 4uantfty� GMnd Total Un Prlce Orand Tatgl _.... Foul Air Filter T 1.00 EA 47,756.94 /EA 47,757 i . Prefabricated Aluminum Cover 2,139.60 SF 166.19 ISF 355,573 _I Filter Media —... - - - - 557.95 CY 1 0, 11.26 /CY 564,231 - ! Water Panel 1.00 EA 39,650.57 /EA 39 657 i 1 44.05 Furnish and Install Process Equi ment 1.00 LS 1,191 146.55 JLS 1 1,191,147 a4.0Process>=rytiPpillPot -Mun{clpal 1,00 LS 1,121,146.65 ILS 1,191,147 88 Odor Control 1.00 LS 2.108.666.05 /LS l 21108,666. M:\WBG-CNSLT\Estimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 14 clam" Job Size: Duration: Work Activity Summary Report Project: 668876 -01 -San Luis Obispo Project No.: 668876 Design Stage: 30% Design Construction Costs Labor Material Subcontract Equipment Other Total Prime Contractor Costs Estimate Totals Estimator: Jones T Revision / Date: 03 - 08/09/2016 Estimate Class: Class 3 Amount Totals Rate % of Total 9,423,008 10.27% 12,076,422 13.16% 39,380,334 42.91% 1,821,733 1.98% 29,074,905 31.68% 311.776,402 91,776.410-2 113p.�{l I M:\WBG-CNSL'REstimates-CNSLT\2016\WW-Treatment\668876 San Luis Obispo WRRF\30pct\01_Est 8/9/2016 2:28 PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 15 Detail Report + Project 663676-01 San Luis Obispo Esgmalon Janes T Job Slre: Project No : 663376 Revision /Dale: 03 - 0810912016 Duration: D 34W. M%Omftn E,Ur Ie Class: Class WoA T[etle 91tl7Lm PMg Pkg DaesHptbn IBele[fM 6.r+18YoW Urdt TtllnoR@mllay laborAmouY Amalwtl SWAmoutl 6giVp Amgull Obr[Amowa I TOWCasWN1 Tei,n Almrdtl b,� 1 Ow+tl7oW e:l s1M PacMty uemwl116n 1. . _..� �_..'.�.w:a....[e[w.•cyf...ws^m-.+..r..c-�-- —.. .... _—. .It..:..n Cs::Wbrs•oi��r. ._. �-�. .. -.. .lGeuo-rlreis"w...._.... ..— 4��P:!?...-�..•I6.S1.hWu.c. fl.A..M.o _ . •av + � _��...�.: � � . �1R07�eE_.� Alia !qe li 1 �! .��. �•i�-1 py0�Y0--'�-. !• +AceF0�.i�t]- M1Y ! !I ._.... —......._......!.A.=.�._iW _..- .. .• .. �_--r.� B,r l9ino1Yi. rwm+avcran'^a_{—Ir¢Ea^.R"a..n[—M- . .��.�� a.^OIe 'yne�a.pm. g_�_oOeelrn.lto-:t.�o.7.iYnA.. .. �_._��—_ AM`(t•[AR!ltill19J1'AC�S.HbI. -4.- ---- —f-- �+w bnSlln+lJr•'1! 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Project No : 66BB76 Revision I bate: 03. 00/092016 DwaSon: 0 -fan Sm0e30%000m Estimate Class: Cless3 aldW n "Traft caw"m T9bot1 M-4my tamarpmelPd Olm irnaVtl r91�Anlol.q s!f. 91Y1 rawce9wrN uwlumm W+rldNb �" Gmd rood - x !r,rrr repe�,w a f _.. __T.xaF_u....- �,___2L_S,Fpm.. _ C�ea>a�.�n,s�s � ilm'ss,.y>,�:. ni ed `s r _ 1..».rw.f ._.�L.ll«s �!..... .. , _ . �— • _....... _. f Pp... .. ..... dry . ..... ....:.. _ } - .?s.!g_ �_. �..-� Mi.?ti!!M.fR.?W�!iraelrrl. n' .... -iee �} ai..: ]�,: 11 _9s16T9R! ` 1.... �....•. ee^5¢.:}`_ :..Pmp.P-MWW V n7f1; —1 110 1 ��— p�F MSn ...... .........._ -I l�Y_RP�— r___.._ �_T._.~_—__.___..II.._.._�- —_--�. l_i:..4�mtrr,+w_w�o-._�...!wr»ew.r�.r__u.l�_a..,.n_..T..r-�...a.m,.h-..l.K—•yr..-n�— �._._._...-�..._.. .�..#.____. _!—___�Iwro-daamSpe.y_--��..._.__r� --__�_...9�-_^.-.r`' ��_ __�l;airrd�w➢7R-�i'l----- � ----_'----1"n''n.s!. • �. �iPx�M�.: _ � -� � _ -'.. -'� - _-:Ini =� • - -- If FR-i�191rtiFd ■I/R✓<IM'I�rl� ......_. _ t,aea.oe LF 1 _ 1 _ __ Nma.v.fW.1NeS-i!(•'P�. _ - IpYA �� 1R.�S. j ,' •• •_•••- j I,d ni � ' 0>'YYO n 1.00 LH4 � iflA% 912,919' jj{} 4907 - _ � _— i 5i T.1i1m ,1/ � l�m .01 N . _. • •_i�4[M -}F 1094 = :_....._....__.:_. ... _;-qt.....}...... _ 1` � =_. 7,,1� _ .. ._ � i{i - na �� o-�aH for .... _ - - werrttuourn C.R}Inr a�M,-�[� X10 �.?g- _1,HOH�OOH � ...... ................_.......... 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"_ :wr,Y �u.w�4--.m.r Oor�4e:•M.1.n.aV.n r . ..9Cw".!!......._.'Lrc+9S.4_..._...._-.. 10 wmr RnaYrcrCmHr0elll MscenYraA11M11NNs ' .1J - -- � E IrNdr Aced .._a_.! ... mr ien ao en � u aiem Kr -i B3B 50 ky ma y! eel 0o cr ._...,i ..•_-.__. wsp ]1,adOp0 8F � 2{if04 !fA'' 1 r. z � — -'_- ... .. •W�11?.• SaCI�� - �#9l•. -- - ^.. ?9�. __ .. � � -�1 - - - .. 1 .^1I 1e1,"—M.I... __ 24 �1... �T.Mi7d�� __ -ri-711... ..._ t , 17.M by Km'R'a �2He.9H IeF ... ..- - —_ .• n Iwr -- Am =Rp — . �. y�701�{I1 --moi .. MIR � i�i�l !LC � 11�QE�990 M:\WBG-CNSLT\EsSmalesCNSLT12016\WW-Treat ,t\660876 Sen Luis Obispo VVRRR30pct\01_Em 61912016 2:26 PM Property a1 CH210, NI flights Reserved - CopyHgh12016 Page 6 Detail Report Project: 668676-01San Luis Obispo Estinalar. Jones Jeb BGE Project No: 668676 Revision/Data: 03-06109/2016 Duration: Design Stade: 30%Design Estimate Clary Class WOM 91tl Mara Pkg T ad1 Phe Oa4c+IP0°n Un6 r OtxM TaluollWmnlry Lagar WnougApp 6tA Amoulf fiytap Mlw,i'l OOaf Amourr, Total Caf Mln7 Total Amoud NO I --_'� law ...........140P.......... .. .... .,.�!"4yfYP!.z. -._.....__...._._..._._ 'a>,a C.u.w.114eaGfeNA1Yh51 9"I41ax. t _ ...—__. �__-.. —.._ —.---$ .......... _ .....:Y_r.- __.-..•=axl-fnAlacaCe„c,ala.Slaescr:Oraaa, Al — �!�_��. GV!P+�I-.T•f. • S4e anpnae..!?N.IP.•:'^5..aP.!°.�...�-��-.. [w:v ay .. .p ^a0D — e� baa ' sob s • eai�1 '119 7� _ I]W •Y --__ -- 1 tBBB BB CY ..Ba1 IN00 c ]M.es1 s I 17l1�A.- • � — 4 �� d , � ! a_ •L •:-....��.�AW, v toOD. ...............j n -. 1, . .. Y4!•!�A (w ii4R li.ewaal.•5 _._ I lww.....ih•n.5'r•f•• ...._.- . '`alaE Oratle, o8'ThkM f ?— ! ;_ ... 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Armmmmewlf. __ TDWmn8 TIWApwR GI_dTaw OraWTIL®tllm TMrDflQ—M Eq0A.—O Olam I ♦— - WrN•,Ik,r P,Nr, r.:tlK Y 9:.2aal ]pb RF uo ..ILA . .d1n1W N• .mom .. _._ ,,,. ___ _ -_- - _ _ a1.�De �� I q h 41 essq ... +R,,.w.t oil., .. _._.. --. -rte.._... ..-.. • �� .. . - ........ � .. - - - - W ._ y.n.w.1•,r..{ial rr..y _-. ...... .... ...—.......... .lm•n I - :�� 'eIr 40" dd • K.,+se tae aeew.ern ..__10AL .. - on_aa. t AtlM {meal uir - -- - _ ,�� ._;,• _ -. w - _ 11A- - �!� in'...—._ _!.h?.�---���.. _ 'awua-ao• r_�ww�. ne.e. .[p _ - - - - E/.a. m� .� 3 -rase. ,er r ��,3�n ..«..s�«N � .�. -i • � iiTi � "--'� .: naso ro . ...-..�'`.._. ..!.•.'•v.e.,.:..'.-W�2P_�?A11 • s awln }' i] --... q.i I nw.,...�,.:D• -- -- r._ N t z.m an r -- -... ---�- ----"ee.l�_1 ,emr...rw„��,.,.rq .•as .s + ..... ...... .._ m I �i.Aeri��el-ri._....-4� 9+�. — : i - Ie A1T.Tt -1 -- -- . � la [naMwk, 1.E7 s ff: ixt i_y i�l—Tialtigrla ate�Y xooul —._joeb � � ed�t�yc . 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Y. _ � I r»�.. ... �_. - �I10 1Saoe' Jam•..-_ �rID.-n 16 .. - � .."x..�elo q _ ..�... r. -i AM im" .— M..� = L�aLL ....�.. _ '1L0 ea. .....--�., e moi_=,w.ev,•., -------..... _ daA � -- h� . �IwE rvsr �arpy�;camw.�_e.w[Nate!wy_ s.oir«time cn„y�,, Pul'n�:-eep _aalpP •� `. aN n 11es ?�•meall �M.rm,eala e1, n[ a bl ����1le _-..-- � - -.—.---._ -- •�-- — _!41[!. Hl - .SB lw ]1a ..... .._B!!.. ,tau .~lY:NIIr1,pa CFln IFJjFNge . Tom........•....._ c cW Eft• .I.,no 929—_—_..i7,�o.5.lS.ar_ ;pn :e an nuu —MOW 31 „fl•,Eae _ A 1 M--• �.._�� yl� ._�.=<<R�: —'!PJFI. _}_s3°T 61.0 ?♦r�.F Equlpma0t._M_inl<Ipal iLG :s :.^ '-s� 1AO.V# I _ aM,Od9:.. sR_�I ���[��. � �BI� 0 Prlmar Clarl6ers 1,00 L$ 169,217 lit 'Mi 7�S 31jr00g� .124IL f:6 T .5� ILS 7.690�Iq _ 22 j Sludge Pump, Sfatlon _ -- ..- 14- alwy,_1rT�_ ...�.... tawi.goe�r. tllLe4 elrA�rmte —..1Lw�lf.SL1§4!eaa+�a'•..t �""�lL� k '� - � � I— __ _t_ — tml etlJ+t ...3H -11[T. _�..�....}...--••JaEarRllS�tlMF+v�.1.. 6�Y}7 ..-.��.•�,„...,�llyi-K� - ..� .� M:%WBGCNSL-REstimetesCNSLT12016\WVV-Trsatment1666676 San Luis Ob,wo WRRF13OpLW_Es1 8MM16 226PM Property o! CH2M, NI Righh Reserved - Copyrigh12016 Page 9 clam Duration: Detail Report Project:66687"",n Luis Obispo Project No:666876 Data—Slap. 1I]'•. ,." Esd—hor JenesT Revision / Dahr: 03 - 08/09/2016 Estimate Clens: Clens 3 M:IVVBG-CNSLT\Estimates-CNSLTUOIMVWI,Tmahnent%668876 San Luis Obispo WRRR30Pch01 Est 819=16 226PM Property of CH2M, All Rights Reserved -Copyright 2016 Page 10 Detail Report Ch2./M- P'.Jd 660876-01 -So, Ws Obispo d.... T J.b%m Prjd No 660076 Revision/Date: 0912016 Ekaa�-. fawn Ai— r.,—a. Ci... MClass 3 MMEIG NSLTtE,bm,les-CNSLTX201MVWALTe,onenVJ668876Sa,L,isObiwoVVRRF)30putOI_Est 0I92016 2.26PM Property of CH2M. All Right, Reserved - Copyright 2016 Pago 11 aid "ft.. -- hada Pit. . 1. - I Noland 4 --- I. —.- I .-- T.WI Ani— "or,, ...... I... LI EX -DII 111, a, VI . u.00 pl" 01 �n pipte. _i i...�_.._..` _— _ __ 8 — .21 'Y �8,� Y �� 1 illq_� 1 L. � —jjl��._.r..l__._.y.�£..£Y 1 _. 101C 1!— �. Jt ... .. 5n?p. .. .. . ..... IqW ai� ........... I . ............ .. . 261 RoalfbWEAM.PumpStation MO k%d 'a rim . . . ....... . . ...... Aw A I tint M.0" 44H1 X911! M t4, k 1.4. Z- - - .2)- AAPI 'Loal- --------- L .2 7A. MIT, *t Baa7v Im 10. t .. n•... .!?9M. a, t- I �W2 ff-, T r ma. AAM 56 90AM! to- *'Y'R Si_ i 1— Fuq ------------Aq- , -I! 1—. . rrr —T W- log PJA-- ------- VA MMEIG NSLTtE,bm,les-CNSLTX201MVWALTe,onenVJ668876Sa,L,isObiwoVVRRF)30putOI_Est 0I92016 2.26PM Property of CH2M. All Right, Reserved - Copyright 2016 Pago 11 C442m- Detail Report Prject. 668876-01-S,, We Obispo E.U—b. J...T .kb Sire 666676 R-imonlDate: 0 -08/0912016 Duration: W% 0..g, Ead—taClass: C1-3 er"T.WwAt TOM A.10,ft A M", . ..... ... ... .... ! ONNO N-A-k- AO;9.: --L4 — — — — — — ^A-Ov Y— "-.Tsm �ff. 'tea;6.,j j - NALILW.----ffm', -9Q9 P I . ......... -D - =1M '—wn<YL 4- .9 .. .... .... . ------- S. -- +—MMSOU—J I ss No k, Jr f,- - Al 1. - 101 61 ........... W C1 —JLT 8 m M,r,re%w -Me6�ur— 17— ....... ----- --- . . . . . .......... . .... ....... . .. M "iiwr[� 311 .............. 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IM, —... _ e.e,dwwnar,llr�la•I."<•.?'...... — ��--�i �wrY vn..ae+rlltw.r.a..�. � l a.Ie e ' . _ ...._ - _ _ � �..__ � - -••"` ,.tet — mienlvwnn/e can C+a/Vlatae Ye AJQpCMT_� ARMIR't2$PM Property o1 1,12M, All Rights Reserved - Copyright 2016 Pa9e 14 Detail Report Project: 660876-MSan Luis Obispo Estimator Jones JOb Project No.: W0076 ReNsion f Dale: 03-=0»12016 Duralian: Oasinn Stena' ig A nncir,n Es —ts 1.— Gassy wok Trade 6!d lM1m Da■oddbn Ph9 Phg FLmnal Amm■d Grrld Togllhdl Waatl Fo!>ll 1 _--"Plln _.. ..._._._. .._._. _ 1 yny PM. 0s1r mp.r TA 1111 . ,A . . .. � tW :•.q { r I .. �Ila n r n y '..�•. 1,11 !l% W.[ 01 i6MWW -,zq— IM 1,111.H >al!F m5.. . 28 Primary Ellluent.Se{eens 7 00 LS 7 r_ f 0D0 2A0 AS 0,5�tL11 p¢ �� ,7,010,,!42 .70 i[matJwpl i'iMCEII[nfldn■ ftA .. — _ _ MONA—_..f_ ,rl-n:Plvee C�neielx; Sias> un al.... 1[' u� Iff i In. .n �oaip.ley�lp r sek �p eape Vie, —._. .�.`..^as=+o,ir .'ss� rs .ErA1 �,r �r >;i u•..I ;t'—^—n.! kow cavn•�,+.?�c __ *?.il: • _ . �w al as � —.._.._.:.: ahw•-..-■■!1� ....... .— _-tq1 _ iw�t w;n , _." �' rgr •,a{ {, ise"wa.a c.... s�wkr.�: c�eda u'nur "J'u,""l •'n�.�w'--s°I '� _....•........_ •YAW _ . _ —� Pejo iuxe�': ioerng�n wc+�1n c. »ar eWe e•ma T� !1 N W �3F— .. �,1_!•—.���w_�• l0y r" :!i - • ]MlI:— • mA est AL .. — .....�`Y��+`•1!5 . -.... -..-.. _. _ _ ... o^s_er �... �.' .... 41 _ �• _ _. _ _ mon xi' .. moss '•[gLaA'-. . _ —.— _ .....___ •@ /a[.. r!] a - '- — - - _..-f�a,,:,P�.�, �ana�4._�I,P,�,,,•a,l•, ��aeNHbat zea � r �v�` L 3v.mcc .. .. ^ i :__"�YMw .:.: •. �.i��il as �aai r fiwm -. �.... �,_,_� �L" kr..y 1£.t. • SIQ .. 9 ... .....i.._: .y_ a, ami, s,af �. .. i��,F—ti u�ronlI ..................A _ -Alm R !M:�Htweane1N.71s1WRSSl�r.te'14W ca.nw. rr TaYdr �IA�m lam' ap,a •l 1ia■.A rcT stir' >r! r'wf!!'.. ?.if} '8L1—.....J.�d. :maw.w. wry _�a cr 1.2, --!� ].?1.+."—. 7:Yri3OL +c4 - —auyaq �Menal.. t:ieiaieu P:uncrn.a_ca nplot. i �___—.— _—.i my 2•.. 1A.M�—'Awl Ra■ N _1 .4!� ' ..��r r�!�°nrlw�., x:04..6!_ L0.! �9 4■ �'1• �- 1�5PMF M:\WBGLNSLT\EsdmalesCNSLT12016\NAN'TreaM nl'b6B676 San Luis Obispo WRRF\3ppcl\01 Est 8/82016 226 PM Property o! CH2M, All Rights Reserved - Copyright 2016 Page 15 Detail Report c4am. p 'je" 668876-0 -San Luis Obispo Esd—br;,.. Jo -.T Ilah SIM Ziect No.: 668876 Revision 0 - 08109r2016 Duration- Design Stage: 30% Design Estiroah, Class: class 3 T ---IT -- �-111 Old H- PMY 0610r1ytbll T6R6eMotrx,*>t'I U-,AloovA So Ageourd SqOA-1 Of,Amwnl. ToWCNUUr* Total Amo, ""'dpit- UnitCorTOWTom Gd Ta Antauril, MIN V, T- - — -------- — ------- - - Is - ma ,a rca cn kl 117— tv se I,.— m.— L —ZXJat72- w.4 MIN;] KV ee, I -99-- --st —Via.!*. . ...... . PON 'T, -1 *`Q IQ I1Aeet -k SM ... ------- 4 I.C6 "see U"m 11.0. W1111 Jlxt Ili 1 1 47 YA —9,t —to . . . ......... . --L-H F 4 4& --wcm, —r L — — I -tj I V.- 11 . I - --Vlv -!at ----------- 14011.- tj IAN I kKG --- - ------- map ---------- y. 9A w 356V Vae 4 a— im an,, 2-7 LF —2,��122 v: --man, +-->wm ww. 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Mitt �la�� I•� qq�t +60.60 M1F „_„��]4B m _ �gp ._ .. ... 00.x.1+ ax,� _ - ....�%..... ]N:i•!!.:___._...—yl _._.i— 0.4'N _ .190 N .._�.�+Lti•—____." )Qj q 7 _ 1�.� i ��iM.,I.exxrwieasq_r.xwlre, .... ..�?o .++.. ' � �: �... .i00 1 ��-7 +� .-LAR_• a ----�<<��..----• L .. __ .. 41y1�1. Iln1.,94].�v.t ..100�'— .� �.. �..� • .. .�_� o .. nuns !,u�,n.ns.r _... .w1 :1rs� �...j _. i� — s. El!p J[9lle4C_ _ _ _ — m a. _ .• . _.. _ _.. _..._ xum �. _ — 6 ew - ..._. .. -F MA.nuk.QE — .. .... .- ..� _ _ _ A .!! _ 3dn ` - ..fix til._ .. _ _� _... _ 4s°" MAWBGC NSLTEsOmates-CNSLT12016%WVV-Treab n066BB76 San Luis Obispo WRRR30pc1101 Est 8x921116 2:26PM Property of CH2M, All Rights Reserved - Copyright 2016 Page 43 Detail Report C14214t. P jd 668876-01 Sen Luis Obispo Esti—b,;O.. J.—T job 81» Zjeot N- 666676 R -m- 0 -081090016 Duration: Ds.i.. Slane: 30% D.si.n Em—. ..s. C1... 3 Blalmo W"IAQuardillf PING —PIT I.M.Altow a" flub Mourd watevoirm oflw� Tbdo.vLhw Tom "Cust pow -I" I .7>•3 —gap: t' L;.w rnF Is, A ks`k� 2"IM iL -Mit =7777M 4MYj . ...... .. ....... 0 Lj, r -­. ------- ft ' -------- *Wt Z: —L IkW� . ..... Mn� . ... ... k321LIM REA. aataRpa . ...... . MOM �Pi ULM" Wk MOM ULM IIKA I I— W) 0. AW W_' AUK fm_ � —.-3N_­­.'1.A --W5 _AmtmP i 77-7 —ZA 'A mm L, k— _4t". lim LA Timt 22,Uj,yu. 71M SE 14T Odor I . . ...... .. ----------- .. ......... . L C-M-MI-oss 15�.Tpoy I P�. M7 0 2 _M of Jim _SAq1 Awls. of I mn 4k - W uyg%-�. _19 WR �J -*f-. A..i -r 41 076 CY 1.10" XY as. C,,Lj­— —.5 - an m 2 ac:rvJL11LU161VVVLLIreatrrlenCbbbtl/b ben Luis Obispo V4RRF130pct101_Esl 892016 2-26PM Property 01 C,2..All Rights Reserved - Copyright 2Ol6 Pg. 44 Detail Report Project: 668876-01 -San Luis Obispo Estimabr JanesT .b6 $IW Project No : 666676 Revision I Dale: 03- 06/092016 ni!� ' flsa:.nf '♦DY: ISs— Estimate Class: Class Old Itsml PMS P DMglplln ��- TaM.tiQaWq —r -sued Sl�pmm" Epulp Pmaall Otlm Amount TOW GosWnll ToWAmwall �MATn OW UnK 0-4 Tont ._..— •cam. .muw ... _ r.l -- --. _. +nr� Ip �iwl tom+' -• .. ..... .poo .x�rr< .... -�4 _. .?!. Icy _. ' zaysrce^.,�mawc R�ammv " # __ 4'LLl5_'!.._.• !Mlt' �IINM r fAYtsnT. NeM1e an�lr.>(� . � el I•l l��i Yps —._.. ewtiM.wslLr'nlai f —_+rfr cr_. al]s, 1iu• _ ...... et5 as ror 1ATa�__. ITER -F1 i l4 ,x .ia I a rh rk � �_ . ��R � F �r. .... ma v F �I . __�..__rrar � . 1: �A• dgST'_ "n� L —r'— _ m ...;ry T2♦'n - ..� 7 • +r� frn ee !C! 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M:Rr,�f9iHSET17:slrrgy}CMSLTI]pS61yy(iTfoempn(y5p616$an LOis 0brope%WHF%3QPs I EN Property of CH2M, All Rights Reserved -Copyright 2016 796 PM Page 95 C1424n- &bSlte: Detail Report Project: 668976-01 San Luis Obispo Project No: 669978 Estimator Jones Rehsion / Dale: 03 - 09/09/2016 Eatlmeb Cl- Cleea 3 Bldllml _ TrW BrcrPgoR TeMeeflGMKkAroaod Abp1W Amnod plrrdTOWWet Wave ToolWPkn Mamt _ I , rrr.n rp. rnr a• I i r .. r:�ie.. m.,,,d,•,a.,. sM. � '"xallf _.�� .=i.- � - -- 1!ol. �RT� -� !! .. -... ... -..�� �J. r .!,«q,:. i'Ipe,PT, e'.-_-.._ trial IF 1\n} W -An. it��yNps�w. ,gw�..ry 2wn x m rY.[.... ... ' � • �� '� .A!'• ,l. �T�IL �w. ock ...___._.�. �e•!.Sli4Aa'�- _ �Ik i9..tF .&._ .� r P%lA1SL._.' -3...... L53.'- -_ - .ffi•AL_ ..-�It ! 1P '•1...�... 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Irl. •� - -: uim w / r � _... iay wr.-- -----'--- .._.��xJ1fmins, ._3Ltn •_.-._. �orw __ t.l+- ..._ _er+.}wt-ew... ...- .114. -....-.. may.• �..--�_.?i.�y:.�_1�:.. °°. �:7qp_'"----•--- Fnaa._. ......................3`T•� , 1— AAM ea Z._.__ �� I �•o,et w,xrlyn+..,.,r -�����' „soe,�aneu sm 1Aw +rt. I, � ersr \— ---_-�_ __- _ -Mtt i=: �_ ar r..,...-.... [n.nw [a .-..._ •..... m >T rte! a Ie: �,l�rulT! �e..�� e17ni ,.� Idr�e.ern - AT] ua lii -- . Bk!' 1�'K •-.-1+,1411L} 1._...-----�,3, ?,� i.in� iiligq'_ viii rw r ,n,ew 15!79 e1m»m,t. w.. y..•a.y„o,. cy, .. _..� . � rw,w •oma• �' ........... _..._ .: i........ r i I►w - -- talni � ��xn,m• iii,�nee r �_...�,i3�wu 1 mp n.. r ._ _ .r ..+eT. aAo..Sr!.� r ia��ry tmy?!.m,• sxan - ..•• . xwm � � -- - :AlAF.11IS2lr+tM rn•-........._ ..-..... -- ..iS!! _.1 l91p.TR.. J jjj -1L. �_ _..-..lP_Sa'.lTr4"_.... _.....-. ..-....... .._. �...._ fAe i�. - ---- -..P .. ....•.... Fr�. _...tet_-........__....._._..�._;�_Ti%�e!i41�1_�_--... _i:ed . ! rY .. .. vll .....,,,,_..S1 1% i M:WJ6GCNSLT1Es9malesCNSLTl2016\VWLTre,tr nt%66676 San We Obispo WRRF\30poa01_Eat 61912016 226PM Property of CH2M, AM Rights Reserved - Copyright 2016 Page 46 Detail Report Probo0 668876-01 San Lula Ohlapo Earl""' Jo—T 786 Sita Protect No.: OWWO Revision I Dam: 03- 66/09/2018 D—M.. Dealer S.— 30%Dearer ti—.area: Gaxl 'eNlws Ylaa TwA Oaaei�llart Tutee 9nrXA eapM Wrrial Amours C 'fu6 hhoWa' EaW MrWad gOrir 4neaaa ibW QeLWIii TOW +snolYA arra Tmt" Wtlw,fow PNa /p1 Amnyra j /rbs /'heaa�aptfnrN t.ep v i;tiL, sa sr L: I,ANi SCt.lab lw al ry¢ IN.fy� ... r,L1�M Re _. .. _I.r�r�ru� �Mgf�+�Np..axrtM .. ...... .... ��IO�i.�[n�6�q^=i_W'i!.4� 4406"C"irw I.On 4S SG5 Gel ea7 AS 1,tu9pOi 1wd60.6e rLa' Ino M:\Yr8O-0NSLT1Ed-t, -CNSLT120161V"TrwtmeM�660078 San W. ONapo YMRR3opc601 Est &9=16 226 PM Properly of CI -12M. All Rights Rewrvad - Copydgh12016 Page 47 C412�2AU- Detail Repoli IL-'I�L7■Project. 668876 -0' -San Luis Obispo Estimabr: JoneaT J;b 6ihProlrpl Hg: 668076 Revision l Dat: 03 - 08/0912016 Duration: .13W0e61ag4` 80%D ign Estimate Class: Class Estimate Totals Construction Costs Amount Totals Rate %of Total Labor 4,752,937 5.18% Material 6,312,222 688% Subcontract 20,689,414 2254% Equipment 896,132 098% Other 18,397,068 1787% Sllbtolol Raw Costs 49,047,7T3 49,047.773 53.44 Material Sales &Use Tax -% 504,976 6000 % 055% Construction Equip Tax -% 71,691 8000 % 008% Total Taxes 576.089 49,624,442 0.63 Electrical Contractor Factor 1,396,470 20 000 % 1 52% I&C Contractor Factor 20 000 % Location Adj. Factor (Ins!) 734,379 13000 % 060% Subtotal Adj. Faclars 2,130.849 31,755,291 2,32 Concrete Work l,OH&P 655,454 15000 % 071% Masonry Work I,OH&P 15000 % Metals Work I,OH&P 90,774 15 000 % 010% Architectural (Div 6-12)I,OH&P 79,314 15.000 % 0.09% Special Construction l,OH&P 901,650 15000 % 098% Conveying Equipment l,OH&P 1,121 15000 % 000% Mechanical Work l,OH&P 25000 % Electrical Work l,OH&P 26,000 % Si(e/Civil I,OH&P 370,186 10000 % 040% Subtotal S*bgnaWp04r l,DN8)F ZXIIA" 0.1,66511E 2,29 General Conditions 3,231,227 6000 % 852% Mobilization/Demobilization 11615,614 3.000 % 1.76% Subtotal Indirect Costs 4,840,841 56,700.631 5.26 Prime Contractor Home Of6ce0H 5,870,063 10 000 % 640% Prime Contractor Pratt 2,935,032 5.000 % 320% Sliders Risk & Gen Liab Ins -% 917,764 1.000 % 1.00% Payment & Performance Bonds 1,064,606 1 160 % 1,16% Subtotal CHAP 10,787.465 89,488,096 1175 Contingency 17,372,024 25000 % 16.93% 5ubtntal Conlingency 17,372,024 06,860.120 1893 Escalation 4,916,283 5.660 % 5,36% Sul#oWl Fac41411gn 4,910.283 91,776,403 F.38 M:IWBG-CNSLT1EsbmateaCNSLT12016\WW-Tream nl1668876 San Luis Obispo WRRn30pc11o1_Est a19I2016 2:26PM Property of CH2M. All Rights Rasarved - Copyrigh12016 Page 48 Appendix B: AACEI Classification 'r. _ N ofypbaConl.'.Sereening 7EXPECTM7 0%102% 1%t016% 10%ta40% 30% to 76% 56%10100% Shitty ar Feeslblllly BUdgelAWhodaallOn, or COTesd ComrdOfBblTenster Check E911me4 aBltll Terpinalefapacity D,a FaRoratl, PamnwlDlc Modelo, EpllppwBl Faaltl+to of Pereltrlllc moaw Seanl-Ddalled Uldl Coma with Aaaelnbly tavel Unit Cost wUh Forced Detailed Take -01 DeWIed Unit Com with Detailed Take -0H Jutlglned, or-111,Analogy Un HeineDelalled ACCURACY RANGE L40%Io SO% H:+30%10+100% L:-15%1030% H:+20%10+50% L: IIM Us--% H:+10%Io NO% L:S%ID-15% H:-S%10+20e/. 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Ly �b�[f4!{4� A L�i�m+.V4Y maala Sl+�y / 1 D n n Estimate Amount D n ■ Class 5 0%-2% AACE 1811-87 Cost Estimate Classification System for The Process Industry +5(% Pass Class.3 30% 4 -2 +20 Class 1 +15% k-15 _ 10%-40% — — — — — — r _ r _ 30%-75% .. -- 65%-100% — -20° -3 gGAlld D i r• M-100% z it Design Construction G) Development m N O M I N A L L E V E L O F D E S I G N D E T A I L i Schematic Construction Cost Estimate Accuracy Ranges Project Design Definition C1424U, 3 m: ffi