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Home My WebLink AboutTURNER INTERIORS AUGUSTA MUNICIPAL RENOVATION & MODERNIZATION PROJECT PROECT NO. 120360Turner E Interiors Augusta Municipal Building Renovation & Modernization Project Project No. 120360 January 16, 2013 Bid Package #02 — Site Work & Auger Cast Piles A. Exhibit A — Document List (Dated 12.21.12) B. Exhibit B — Authorization for Construction (Heery Contract Exhibit G) C. Exhibit C — Construction Budget a. Estimate Summary (Dated 1.16.13) b. Project Budget Variance (Dated 1.16.13) c. Assumptions & Clarifications (Dated 1.16.13) d. Subcontractor Documentation D. Exhibit D — Payment Bond & Performance Bond Rider (provided at a later date) E. Exhibit E — TBD F. Exhibit F — Allowances Summary G. Exhibit G — TBD H. Exhibit H — Construction Schedule data dated 1.10.13 I. Exhibit I — TBD J. Exhibit J — Intended Trade Contractors K. Exhibit K — TBD L. Exhibit L — TBD M. Exhibit M — TBD -1 T ntenors Augusta Municipal Building Renovations & Modernization Exhibit A, dated 12/21/12 Contract Document List - 60% CD's & 100% Early Release Foundation Package Drawing Number Drawing Title Drawing Date Revision # Comments N/ A Boiler Schedule 8/3/2012 0 Early Release Equipment Package N/A Cooling Tower Schedule 8/3/2012 0 Early Release Equipment Package X0.1 Cover Sheet 10/1/2012 0 60% Construction Documents X0.2 Index of Drawings 11/29/2012 0 60% Construction Documents X0.3 Gen Notes, Legends, Demo Notes 11/29/2012 0 60% Construction Documents X0.4 Prelim Building Code 11/29/2012 0 60% Construction Documents X0.5 Wall Types 11/29/2012 0 60% Construction Documents LSO.0 Life Safety - Basement Floor 11/29/2012 0 60% Construction Documents LS0.1 Life Safety - First Floor 11/29/2012 0 60% Construction Documents LS0.2 Life Safety - Second Floor 11/29/2012 0 60% Construction Documents LS0.3 Life Safety - Third Floor 11/29/2012 0 60% Construction Documents LS0.4 Life Safety - Fourth & Fifth Floor 11/29/2012 0 60% Construction Documents LSO.5 Life Safety - Sixth & Seventh Floor 11/29/2012 0 60% Construction Documents LS0.6 Life Safety - Eighth & Ninth Floor 11/29/2012 0 60% Construction Documents C0.5 Notes 12/21/2012 0 100% Foundation Package, 2nd Release C0.6 Existing Conditions Plan 12/21/2012 0 100% Foundation Package, 2nd Release C0.7 Demolition Plan 12/21/2012 0 100% Foundation Package, 2nd Release C1.0 Site Plan 12/21/2012 1 100% Foundation Package, 2nd Release C2.0 Utility Plan 12/21/2012 1 100% Foundation Package, 2nd Release C3.0 Grading and Drainage Plan 12/10/2012 1 100% Foundation Package, 2nd Release C3.2 Erosion & Sediment Control Plan 12/21/2012 0 100% Foundation Package, 2nd Release C4.0 Details 12/21/2012 0 100% Foundation Package, 2nd Release C4.1 Details 12/21/2012 0 100% Foundation Package, 2nd Release C5.0 Details 12/21/2012 0 100% Foundation Package, 2nd Release S1.0 Floor & Foundation Plan - Basement 12/10/2012 0 100% Foundation Package 51.1 Framing & Foundation - First Floor 12/10/2012 0 100% Foundation Package S1.2 Framing Plan - Second Floor 12/10/2012 0 95% Construction Documents 51.3 Framing & Roof Plan - Third Floor 12/10/2012 0 95% Construction Documents S1.4 Framing Plans - Third thru Ninth 12/10/2012 0 95% Construction Documents 51.5 Framing & Roof - Penthouse 12/10/2012 0 95% Construction Documents 52.0 Column Schedule 12/10/2012 0 95% Construction Documents Drawing Nun . Drawing Title DI ■ng Date Revision # Comments S2.1 Structural Schedules 12/10/2012 0 95% Construction Documents S6.0 Sections and Details 12/10/2012 0 95% Construction Documents 56.1 Sections and Details 12/10/2012 0 95% Construction Documents 56.2 Sections and Details 12/10/2012 0 95% Construction Documents 56.3 Sections and Details 12/10/2012 0 95% Construction Documents S6.4 Sections and Details 12/10/2012 0 95% Construction Documents 56.5 Sections and Details 12/10/2012 0 95% Construction Documents 57.0 Typical Sections & Details 12/10/2012 0 95% Construction Documents 57.1 Typical Sections & Details 12/10/2012 0 95% Construction Documents 57.2 Typical Sections & Details 12/10/2012 0 95% Construction Documents A0.0 Demo - Basement 11/29/2012 0 60% Construction Documents A0.1 Demo - First Floor 11/29/2012 0 60% Construction Documents A0.2 Demo - Second Floor 11/29/2012 0 60% Construction Documents A0.3 Demo - Third Floor 11/29/2012 0 60% Construction Documents A0.4 Demo - Fourth & Fifth Floor 11/29/2012 0 60% Construction Documents A0.5 Demo - Sixth & Seventh Floor 11/29/2012 0 60% Construction Documents A0.6 Demo - Eighth & Ninth Floor 11/29/2012 0 60% Construction Documents A0.7 Demo - Exterior Elev South 11/29/2012 0 60% Construction Documents A0.8 Demo - Exterior Elev North 11/29/2012 0 60% Construction Documents A0.9 Demo - Exterior Elev East 11/29/2012 0 60% Construction Documents A0.10 Demo - Exterior Elev West 11/29/2012 0 60% Construction Documents A1.0 New Floor Plan - Basement 11/29/2012 0 60% Construction Documents A1.1 New Floor Plan - First Floor 11/29/2012 0 60% Construction Documents A1.2 New Floor Plan - Second Floor 11/29/2012 0 60% Construction Documents A1.3 New Floor Plan - Third Floor 11/29/2012 0 60% Construction Documents A1.4 New Floor Plan - Fourth & Fifth 11/29/2012 0 60% Construction Documents A1.5 New Floor Plan - Sixth & Seventh 11/29/2012 0 60% Construction Documents A1.6 New Floor Plan - Eighth & Ninth 11/29/2012 0 60% Construction Documents A1.7 New Floor Plan - Penthouse & Roof 11/29/2012 0 60% Construction Documents A2.1 New Roof Plan 11/29/2012 0 60% Construction Documents A3.0 RCP Basement 11/29/2012 0 60% Construction Documents A3.1 RCP First Floor 11/29/2012 0 60% Construction Documents A3.2 RCP Second Floor 11/29/2012 0 60% Construction Documents A3.3 RCP Third Floor 11/29/2012 0 60% Construction Documents A3.4 RCP Fourth & Fifth Floor 11/29/2012 0 60% Construction Documents A3.5 RCP Sixth & Seventh Floor 11/29/2012 0 60% Construction Documents A3.6 RCP Eighth & Ninth Floor 11/29/2012 0 60% Construction Documents Drawing Nur, Drawing Title EX ng Date Revision # Comments A3.7 RCP Penthouse 11/29/2012 0 60% Construction Documents A5.0 Exterior Elevation - South 11/29/2012 0 60% Construction Documents A5.1 Exterior Elevation - North 11/29/2012 0 60% Construction Documents A5.2 Exterior Elevation - East 11/29/2012 0 60% Construction Documents A5.3 Exterior Elevation - West 11/29/2012 0 60% Construction Documents A6.0 Building Section 1 11/29/2012 0 60% Construction Documents A6.1 Building Section 2 11/29/2012 0 60 %Construction Documents A6.2 Building Section 3 11/29/2012 0 60% Construction Documents A6.3 Building Section 4 11/29/2012 0 60% Construction Documents A6.4 Wall Sections 11/29/2012 0 60% Construction Documents A7.0 Door Types and Frames 11/29/2012 0 60% Construction Documents A7.1 Door Schedule 11/29/2012 0 60% Construction Documents A7.2 Door Schedule 11/29/2012 0 60% Construction Documents A7.3 Door and Frame Details 11/29/2012 0 60% Construction Documents A8.0 Window Types 11/29/2012 0 60% Construction Documents A8.1 Window Details 11/29/2012 0 60% Construction Documents A9.0 Enlarged Toilet Plan & Elevations 11/29/2012 0 60% Construction Documents A10.0 Interior Elevations 11/29/2012 0 60% Construction Documents A11.0 Millwork Elevations 11/29/2012 0 60% Construction Documents A11.1 Millwork Details 11/29/2012 0 60% Construction Documents Al2.0 Stairs - Sections and Details 11/29/2012 0 60% Construction Documents A13.1 Stairs - Sections and Details 11/29/2012 0 60% Construction Documents A13.2 Fire Code Details 11/29/2012 0 60% Construction Documents IN0.1 Furniture Layout - First Floor 11/29/2012 0 60% Construction Documents IN0.2 Furniture Layout - Second Floor 11/29/2012 0 60% Construction Documents IN0.3 Furniture Layout - Third Floor 11/29/2012 0 60% Construction Documents IN0.4 Furniture Layouts - Fourth & Fifth 11/29/2012 0 60% Construction Documents IN0.5 Furniture Layouts - Sixth & Seventh 11/29/2012 0 60% Construction Documents IN0.6 Furniture Layouts - Eighth & Ninth 11/29/2012 0 60% Construction Documents IN2.0 Finish Schedule - First & Second 11/29/2012 0 60% Construction Documents IN2.1 Finish Schedule - Third - Ninth 11/29/2012 0 60% Construction Documents M1.0 HVAC Demo - Basement 11/29/2012 0 60% Construction Documents M1.1 HVAC Demo - First Floor 11/29/2012 0 60% Construction Documents M1.2 HVAC Demo - Second Floor 11/29/2012 0 60% Construction Documents M1.3 HVAC - Third Floor 11/29/2012 0 60% Construction Documents M1.4 HVAC - Fourth Floor 11/29/2012 0 60% Construction Documents M1.5 HVAC - Fifth & Sixth Floor 11/29/2012 0 60% Construction Documents Drawing Nur. Drawing Title D. ng Date Revision # Comments M1.6 HVAC - Seventh & Eighth Floor 11/29/2012 0 60% Construction Documents M1.7 HVAC - Ninth & Penthouse 11/29/2012 0 60% Construction Documents M2.0 HVAC New - Basement 11/29/2012 0 60% Construction Documents M2.1 HVAC New - First Floor 11/29/2012 0 60% Construction Documents M2.2 HVAC New - Second Floor 11/29/2012 0 60% Construction Documents M2.3 HVAC New - Third Floor 11/29/2012 0 60% Construction Documents M2.4 HVAC New - Fourth Floor 11/29/2012 0 60% Construction Documents M2.5 HVAC New - Fifth & Sixth 11/29/2012 0 60% Construction Documents M2.6 HVAC New - Seventh & Eighth 11/29/2012 0 60% Construction Documents M2.7 HVAC New - Ninth & Penthouse 11/29/2012 0 60% Construction Documents M4.0 HVAC Piping - Demo Diagram 11/29/2012 0 60% Construction Documents M4.1 HVAC Piping - Final System Diagram 11/29/2012 0 60% Construction Documents M4.2 HVAC Airflow Diagrams 11/29/2012 0 60% Construction Documents M5.0 HVAC Details 11/29/2012 0 60% Construction Documents M5.1 HVAC Schedules 11/29/2012 0 60% Construction Documents M5.2 HVAC Schedules 11/29/2012 0 60% Construction Documents P1.0 Demo - Below Basement Floor 11/29/2012 0 60% Construction Documents P1.1 Demo - Above Basement Ceiling 11/29/2012 0 60% Construction Documents P1.2 Demo - Above First Floor Ceiling 11/29/2012 0 60% Construction Documents P1.3 Demo - Second Floor 11/29/2012 0 60% Construction Documents P1.4 Demo - Third Floor 11/29/2012 0 60% Construction Documents P1.5 Demo - Fourth Floor 11/29/2012 0 60% Construction Documents P1.6 Demo - Fifth & Sixth 11/29/2012 0 60% Construction Documents P1.7 Demo - Seventh & Eighth 11/29/2012 0 60% Construction Documents P1.8 Demo - Ninth & Penthouse 11/29/2012 0 60% Construction Documents P2.0 New Work - Below Basement Floor 11/29/2012 0 60% Construction Documents P2.1 New Work - Above Basement Ceiling 11/29/2012 0 60% Construction Documents P2.2 New Work - Above First Floor Ceiling 11/29/2012 0 60% Construction Documents P2.3 New Work - Second Floor 11/29/2012 0 60% Construction Documents P2.4 New Work - Third Floor 11/29/2012 0 60% Construction Documents P2.5 New Work - Fourth Floor 11/29/2012 0 60% Construction Documents P2.6 New Work - Fifth & Sixth Floor 11/29/2012 0 60% Construction Documents P2.7 New Work - Seventh & Eighth Floor 11/29/2012 0 60% Construction Documents P2.8 New Work - Ninth & Penthouse 11/29/2012 0 60% Construction Documents P3.0 Schedule, Notes, Legend and Details 11/29/2012 0 60% Construction Documents FP1.1 FP Demo - Basement 11/29/2012 0 60% Construction Documents FP1.2 FP Demo - First Floor 11/29/2012 0 60% Construction Documents Drawing Nun r Drawing Title D, ing Date Revision # Comments FP1.3 FP Demo - Second Floor 11/29/2012 0 . 60% Construction Documents FP2.1 FP New Work - Basement 11/29/2012 0 60% Construction Documents FP2.2 FP New Work - First Floor 11/29/2012 0 60% Construction Documents FP2.3 FP New Work - Second Floor 11/29/2012 0 60% Construction Documents FP2.4 FP New Work - Third Floor 11/29/2012 0 60% Construction Documents FP2.5 FP New Work - Fourth Floor 11/29/2012 0 60% Construction Documents FP2.6 FP New Work - Fifth & Sixth Floors 11/29/2012 0 60% Construction Documents FP2.7 FP New Work - Seventh & Eighth .11/29/2012 0 60% Construction Documents FP2.8 FP New Work - Ninth & Penthouse 11/29/2012 0 60% Construction Documents E0.1 Electrical Legend, Notes, Fixtures _ 11/29/2012 0 60% Construction Documents E1.1 Electrical Site Plan 11/29/2012 0 60% Construction Documents E1.2 Electrical Demo Plan - Basement 11/29/2012 0 60% Construction Documents E1.3 Electrical Demo Plan - First Floor 11/29/2012 0 60% Construction Documents E1.4 Electrical Demo Plan - Second Floor 11/29/2012 0 60% Construction Documents E1.5 Electrical Demo Plan - Third Floor 11/29/2012 0 60% Construction Documents E1.6 Electrical Demo - Fourth & Fifth 11/29/2012 0 60% Construction Documents E1.7 Electrical Demo - Sixth & Seventh 11/29/2012 0 60% Construction Documents E1.8 Electrical Demo - Eighth & Ninth 11/29/2012 0 60% Construction Documents E2.0 Lighting Plan - Basement 11/29/2012 0 60% Construction Documents E2.1 Lighting Plan - First Floor 11/29/2012 0 60% Construction Documents E2.2 Lighting Plan - Second Floor 11/29/2012 0 60% Construction Documents E2.3 Lighting Plan - Third Floor 11/29/2012 0 60% Construction Documents E2.4 Lighting Plan - Fourth & Fifth Floor 11/29/2012 0 60% Construction Documents E2.5 Lighting Plan - Sixth & Seventh Floor 11/29/2012 0 60% Construction Documents E2.6 Lighting Plan - Eighth & Ninth Floor 11/29/2012 0 60% Construction Documents E2.7 Lighting Plan - Penthouse 11/29/2012 0 60% Construction Documents E3.0 Power Plan - Basement 11/29/2012 0 60% Construction Documents E3.1 Power Plan - First Floor 11/29/2012 0 60% Construction Documents E3.2 Power Plan - Second Floor 11/29/2012 0 60% Construction Documents E3.3 Power Plan - Third Floor 11/29/2012 0 60% Construction Documents E3.4 Power Plan - Fourth & Fifth Floor 11/29/2012 0 60% Construction Documents E3.5 Power Plan - Sixth & Seventh Floor 11/29/2012 0 60% Construction Documents E3.6 Power Plan - Eighth & Ninth Floor 11/29/2012 0 60% Construction Documents E3.7 Power Plan - Penthouse 11/29/2012 0 60% Construction Documents E4.0 Fire Alarm Basement 11/29/2012 0 60% Construction Documents E4.1 Fire Alarm & intrusion First Floor 11/29/2012 0 60% Construction Documents E4.2 Fire Alarm Second Floor 11/29/2012 0 60% Construction Documents Drawing Nun ; Drawing Title D, gng Date Revision # Comments E4.3 Fire Alarm Third Floor 11/29/2012 0 60% Construction Documents E4.4 Fire Alarm Fourth & Fifth Floor 11/29/2012 0 60% Construction Documents E4.5 Fire Alarm Sixth & Seventh Floor 11/29/2012 0 60% Construction Documents E4.6 Fire Alarm Eighth & Ninth Floor 11/29/2012 0 60% Construction Documents E4.7 Fire Alarm Penthouse 11/29/2012 0 60% Construction Documents E4.8 CCTV & Access Control - Basement 11/29/2012 0 60% Construction Documents E4.9 CCTV & Access Control - First Floor 11/29/2012 0 60% Construction Documents E5.0 Power Riser Diagram 11/29/2012 0 60% Construction Documents Specification Spec Title Spec Date Revision # Comments 011000 Summary 11/29/2012 0 60% Construction Documents 011400 Work Restrictions 11/29/2012 0 60% Construction Documents 012000 Price and Payment Procedures 11/29/2012 0 60% Construction Documents 012100 Allowances 11/29/2012 0 60% Construction Documents 012300 Alternates 11/29/2012 0 60% Construction Documents 012600 Contract Modification Procedures 11/29/2012 0 60% Construction Documents 013000 Adminstrative Rquirements 11/29/2012 0 60% Construction Documents 013100 Project Management/ Coordination 11/29/2012 0 60% Construction Documents 013216 Construction Progression Schedule 11/29/2012 0 60% Construction Documents 014000 Quality Requirements 11/29/2012 0 60% Construction Documents 014219 Reference Standards 11/29/2012 0 60% Construction Documents 014500 Special Inspections 12/10/2012 0 100% Foundation Package 015000 Temporary Facilities and Controls 11/29/2012 0 60% Construction Documents 016000 Product Requirements 11/29/2012 0 60% Construction Documents 017000 Execution of Work 11/29/2012 0 60% Construction Documents 017310 Cutting and Patching 11/29/2012 0 60% Construction Documents 017419 Waste Management 11/29/2012 0 60% Construction Documents 017500 Starting and Adjusting 11/29/2012 0 60% Construction Documents 017800 Closeout Submittals 11/29/2012 0 60% Construction Documents 017900 Demonstration and Training 11/29/2012 0 60% Construction Documents 019113 Commissioning Requirements 11/29/2012 0 60% Construction Documents 023213 Subsurface Drilling and Sampling 11/29/2012 0 60% Construction Documents 024100 Selective Demolition 11/29/2012 0 60% Construction Documents 033000 Cast -In -Place Concrete 12/10/2012 0 100% Foundation Package 042000 Unit Masonry 11/29/2012 0 60% Construction Documents Drawing Nun. Drawing Title Di _ ing Date Revision # Comments 042050 Cavity Wall Drainage System 11/29/2012 0 60% Construction Documents 047200 Cast Stone Masonry 11/29/2012 0 60% Construction Documents 051200 Structural Steel Framing 12/10/2012 0 100% Foundation Package 052100 Steel Joist Framing 12/10/2012 0 100% Foundation Package 053100 Steel Decking 12/10/2012 0 100% Foundation Package 054000 Cold- Formed Metal Framing 11/29/2012 0 60% Construction Documents 055000 Metal Fabrications 11/29/2012 0 60% Construction Documents 055100 Metal Stairs 11/29/2012 0 60% Construction Documents 055213 Handrails and Railings 11/29/2012 0 60% Construction Documents 061000 Rough Carpentry 11/29/2012 0 60% Construction Documents 061510 Dens -Glass -Gold Sheathing Board 11/29/2012 0 60% Construction Documents 062000 Rough Carpentry 11/29/2012 0 60% Construction Documents 064100 Custom Cabinets 11/29/2012 0 60% Construction Documents 064216 Flush Wood Paneling 11/29/2012 0 60% Construction Documents 064600 Wood Trim 11/29/2012 0 60% Construction Documents 066105 Sold Surface Fabrications 11/29/2012 0 60% Construction Documents 071113 Bituminous Dampproofing 11/29/2012 0 60% Construction Documents 071353 Elastomeric Sheet Waterproofing 11/29/2012 0 60% Construction Documents 072100 Thermal Insulation 11/29/2012 0 60% Construction Documents 072620 Vapor Retarder (Under -Slab) 11/29/2012 0 60% Construction Documents 072726 Fluid - Applied Membrane WB 11/29/2012 0 60% Construction Documents 074213 Aluminum Plate Panel System 11/29/2012 0 60% Construction Documents 075113 Modified Bitumin 11/29/2012 0 60% Construction Documents 076200 Sheet Metal Flashing and Trim 11/29/2012 0 60% Construction Documents 076500 Flexible Through Wall Flashing 11/29/2012 0 60% Construction Documents 077100 Roof Specialties 11/29/2012 0 60% Construction Documents 078400 Firestopping 11/29/2012 0 60% Construction Documents 079005 Joint Sealers 11/29/2012 0 60% Construction Documents 081113 Hollow Metal Doors and Frames 11/29/2012 0 60% Construction Documents 081416 Flush Wood Doors 11/29/2012 0 60% Construction Documents 083100 Access Doors and Panels 11/29/2012 0 60% Construction Documents 084313 Aluminum - Framed Storefronts 11/29/2012 0 60% Construction Documents 084413 Glazed Aluminum Curtain Walls 11/29/2012 0 60% Construction Documents 087100 Door Hardware 11/29/2012 0 60% Construction Documents 08800 Glazing 11/29/2012 0 60% Construction Documents 089100 Wall Louvers 11/29/2012 0 60% Construction Documents 092116 Gypsum Board Assemblies 11/29/2012 0 60% Construction Documents Drawing Nur, • Drawing Title D, ng Date Revision # Comments 092216 Non - Structural Metal Framing 11/29/2012 0 60% Construction Documents 093000 Tile 11/29/2012 0 60% Construction Documents 095100 Acoustical Ceilings 11/29/2012 0 60% Construction Documents 096500 Resilient Flooring 11/29/2012 0 60% Construction Documents 096623 Resinous Matrix Terrazzo Flooring 11/29/2012 0 60% Construction Documents 096813 Tile Carpeting 11/29/2012 0 60% Construction Documents 099000 Painting and Coating 11/29/2012 0 60% Construction Documents 101101 Visual Display Boards 11/29/2012 0 60% Construction Documents 101400 Identification Devices 11/29/2012 0 60% Construction Documents 101410 Cast Metal Letters 11/29/2012 0 60% Construction Documents 102113 Plastic Toilet Compartments 11/29/2012 0 60% Construction Documents 102800 Toilet Accessories 11/29/2012 0 60% Construction Documents 104400 Fire Protection Specialties 11/29/2012 0 60% Construction Documents 107500 Flagpoles 11/29/2012 0 60% Construction Documents 102226 Operable Panel Partitions 11/29/2012 0 60% Construction Documents 115213 Project Screens 11/29/2012 0 60% Construction Documents 122113 Horizontal Louver Blinds 11/29/2012 0 60% Construction Documents 123600 Countertops 11/29/2012 0 60% Construction Documents 142123 Machine Room -Less Elevators 11/29/2012 0 60% Construction Documents 210325 Standpipe and Sprinkler Systems 11/29/2012 0 60% Construction Documents 220000 Plumbing Systems Descriptions 11/29/2012 0 60% Construction Documents 220050 Basic Plumbing Materials 11/29/2012 0 60% Construction Documents 220250 Plumbing Insulation 11/29/2012 0 60% Construction Documents 220410 Plumbing Piping and Specialties 11/29/2012 0 60% Construction Documents 220440 Plumbing Fixtures 11/29/2012 0 60% Construction Documents 220450 Plumbing Equipment 11/29/2012 0 60% Construction Documents 220453 Plumbing Pumps 11/29/2012 0 60% Construction Documents 230000 General HVAC Provisions 8/14/2012 0 Early Release Equipment Package 230000 HVAC Systems Descriptions 11/29/2012 0 60% Construction Documents 230050 Basic Mechanical Materials 11/29/2012 0 60% Construction Documents 230250 HVAC Insulation 11/29/2012 0 60% Construction Documents 230500 Common Work Results For HVAC 8/14/2012 0 Early Release Equipment Package 230510 Hydronic Piping 11/29/2012 0 60% Construction Documents 235236 Electric Boilers 8/14/2012 0 Early Release Equipment Package 230530 Refrigerant Piping 11/29/2012 0 60% Construction Documents 230540 HVAC Pumps 11/29/2012 0 60% Construction Documents 230555 Boilers and Accessories 11/29/2012 0 60% Construction Documents Drawing Nur, Drawing Title D, Ong Date Revision # Comments 230710 Cooling Towers and Accessories 11/29/2012 0 60% Construction Documents 230749 Condenser Water Treatment System 11/29/2012 0 60% Construction Documents 230751 Packaged Heat Transfer Equipment 11/29/2012 0 60% Construction Documents 230830 Terminal Heat Transfer Units 11/29/2012 0 60% Construction Documents 230850 Air Handling 11/29/2012 0 60% Construction Documents 230890 Air Distribution 11/29/2012 0 60% Construction Documents 230970 HVAC Control Systems 11/29/2012 0 60% Construction Documents 230990 Testing, Adjusting & Balancing 11/29/2012 0 60% Construction Documents 236500 Factory - Fabricated Cooling Towers 8/14/2012 0 Early Release Equipment Package 260500 Common Work Results for Electrical 11/29/2012 0 60% Construction Documents 260519 Low - Voltage Electrical Power Conductors and Cables 11/29/2012 0 60% Construction Documents 260526 Grounding and Bonding for Electrical Systems 11/29/2012 0 60% Construction Documents 260529 Hangers and Supports for Electrical Systems 11/29/2012 0 60% Construction Documents 260533 Raceway and Boxes for Electrical Systems 11/29/2012 0 60% Construction Documents 260543 U/G Ducts & Raceways for Electrical Systems 11/29/2012 0 60% Construction Documents 260553 Identificaiton for Electrical Systems 11/29/2012 0 60% Construction Documents 260923 Lighting Control Devices 11/29/2012 0 60% Construction Documents 262200 Low - Voltage Transformers 11/29/2012 0 60% Construction Documents 262413 Switchboards 11/29/2012 0 60% Construction Documents 262416 Panelboards 11/29/2012 0 60% Construction Documents 262726 Wiring Devices 11/29/2012 0 60% Construction Documents 262813 Fuses 11/29/2012 0 60% Construction Documents 262816 Enclosed Switches and Circuit Breakers 11/29/2012 0 60% Construction Documents 263213 Engine Generators 11/29/2012 0 60% Construction Documents 263600 Transfer Switches 11/29/2012 0 60% Construction Documents 264313 Transient voltage Suppression for Low - Voltage Electrical Power Circuits 11/29/2012 0 60% Construction Documents 265100 Interior Lighting 11/29/2012 0 60% Construction Documents 265600 Exterior Lighting 11/29/2012 0 60% Construction Documents 270500 Common Work Results for Communications 11/29/2012 0 60% Construction Documents 271100 Communications Equipment Room Fittings 11/29/2012 0 60% Construction Documents 271300 Communications Backbone 11/29/2012 0 60% Construction Documents 271500 Communications Horizontal 11/29/2012 0 60% Construction Documents 283111 Digital Addressable Fire Alarm System 11/29/2012 0 60% Construction Documents 313116 Soil Treatment - Termite Control 11/29/2012 0 60% Construction Documents 311000 Site Clearing 11/29/2012 0 60% Construction Documents 312000 Earth Moving 11/29/2012 0 60% Construction Documents Drawing Nuri..r Drawing Title Dh i ng Date Revision # Comments 312319 Dewatering 11/29/2012 0 60% Construction Documents 313116 Termite Control 11/29/2012 0 60% Construction Documents 315000 Excavation Support and Protection 11/29/2012 0 60% Construction Documents 321216 Asphalt Paving 11/29/2012 0 60% Construction Documents 321313 Concrete Paving 11/29/2012 0 60% Construction Documents 321316 Decorative Concrete Paving 11/29/2012 0 60% Construction Documents 321373 Concrete Paving Joint Sealants 11/29/2012 0 60% Construction Documents 329200 Turf and Grasses 11/29/2012 0 60% Construction Documents Exhibit G Authorization for Construction Pursuant to this agreement, the Owner and the Construction Manager hereby execute this Exhibit G and further agree as follows: 1. The Construction Manager's Guaranteed Maximum Price ( "GMP ") proposal for the entire Project has not been established. 2. The General Conditions Guaranteed Maximum Cost for the Project, including this Bid Package, is: $ 966,065.00 3. Preconstruction Services is: $ 66,745.00 4. The Subcontracts Cost is: Bid Package #1(early release chiller /boiler package) Add Water Intrusion Consultant Services Bid Package #2 (early release pile, sitework) Bid Package #3 5. The Lump Sum Fixed Management Fee is: 6. The Guaranteed Maximum Price is: 7. The Date of Substantial Completion shall be $ 206,131.00 $ 19,964.00 $ 2,302,011.00 $ TBD $ 260,371.00 $ TBD 20 months after Notice -to- Proceed Owner: Construction Manager: Augusta, Georgia Turner Construction Company By: (Signature) : \11i ��a Deke Copenhover (Name) Mayor (Title) 530 Greene Street, Suite 806 (Street Address — No PO Box) Augusta, Georgia 30901 (City, State, Zip) Date of Signature (Seal) (Signa John G. Lichtenwalter (Name) Interiors General Manager (Title) 3560 Lenox Road, Suite 1100 (Street Address — No PO Box) Atlanta, Georgia 30326 (City, State, Zip) Date of Signature (Seal) Pursuant to this agreement, the Owner and the Construction Manager hereby execute this Exhibit G and further agree as follows: 1. The Construction Manager's Guaranteed Maximum Price ( "GMP ") proposal for the entire Project has not been established. 2. The General Conditions Guaranteed Maximum Cost for the Project, including this Bid Package, is: 3. Preconstruction Services is: 4. The Subcontracts Cost is: Bid Package #1(early release chiller/boiler package) Add Water Intrusion Consultant Services Bid Package #2 Bid Package #3 5. The Lump Sum Fixed Management Fee is: 6. The Guaranteed Maximum Price is: 7. The Date of Substantial Completion shall be Owner: Augusta, Georgia By: (Si aature) (Seal Fred Russell (Name) County Administrator (Title) 530 Greene Street, Suite 801 (Street Address — No PO Box) Augusta, Georgia 30901 (City, State, Zip) Date of Signature Exhibit G Authorization for Construction $ 966,065.00 $ 66,745.00 $ 206,131.00 $ 19,964.00 $ TBD $ TBD $ 260,371.00 $ TBD 20 months after Notice -to- Proceed Construction Manager: Turner Construction Company Snare John G. Lichtenwalter (Name) Interiors General Manager (Title) 3560 Lenox Road, Suite 1100 (Street Address — No PO Box) Atlanta, Georgia 30326 (City, State, Zip) Date of Signature (Seal) January 24, 2013 Mr. Forrest White, CCM Heery International, Inc. Senior Associate 530 Greene Street Suite 312 Augusta, GA 30901 Re: Augusta Municipal Building Renovations and Modernization; Building Envelope Consultation Dear Mr. White, Pursuant to the Architect requesting Building Envelope consulting services, we are pleased to present the attached proposal from Morrison Hershfield to provide building envelope review consisting of contract drawing and specification review, team work session to review findings, submittal and shop drawing review for the building envelope trades and four site visits. As part of our on -going Preconstruction Services, we are requesting a change order for this work in the amount of $18,400.00, plus the appropriated portion of General Conditions ($1,232.80) and Fee ($331.20). The total amount for $19,964.00 will be allocated in the next GMP Bid Package component. Please see the attached proposal from Morrison Hershfield and feel free to contact me should you have any questions. Sincerely, ifer L. Henderson Sr. Project Manager Turner Interiors cc: Jacques Ware, File nteriors December 31, 2012 Ms. Jennifer Henderson Turner Construction Company 3560 Lenox Road Atlanta, Georgia 30326 m MORRISON HERSHFIELD Re: Building Envelope Consultation and Field Review Services Augusta Municipal Building Renovation and Addition — Augusta, GA Dear Ms. Henderson: MH Proposal # 6130140.99 Morrison Hershfield Corporation (MH) is pleased to provide Turner Construction Company (Turner) this proposal for Building Envelope Consultation and Field Review Services for the Augusta Municipal building renovation project. This proposal is based on our phone conversation and the project sixty percent completion plans and specifications. Background Information The project is a renovation / addition of the Augusta Municipal building located in Augusta, Georgia. The building was built in 1957 and is nine stories in height.. It is currently water tight and recently had a new roof and associated fleshings installed. The exterior structural walls are terracotta block covered with 3" marble panels secured with mortar and horseshoe clips. The major addition to the building will be a new, nine story elevator shaft with a metal panel skin system and a new, two story main entrance enclosed with a storefront glazing system. The project team has concerns with waterproofing, more specifically temporary measure during construction and the difficult interface between the old and new structures. The plans and specs are at 60% completion. Scope of Work The Building Envelope Consulting Services include the following: 1) Design Phase a) Conduct one (1) architectural drawing and specification review of the construction documents. i) Areas of review include water penetration, vapor diffusion, air leakage and thermal performance with emphasis on water tightness. ii) Specification review from CSI Divisions 4, 7, 8, and 9 as applicable to the building envelope. iii) Provide drawing mark -ups and a specification review memorandum. Drawing mark ups and specification review memorandum will be delivered to the design team electronically. b) Attend one (1) work session with Turner and /or the design team as required. i) Interactive face to face review of MH redlines and comments. Morrison Hershfield l 66 Perimeter Center East Suite 800 Atlanta, Georgia 303461 Tel 770.379.8500 Fax 770.379.8501 1 morrisonhersh ield.com - 2 - ii) Assist Turner with refining details and specifications. c) Provide a budget of up to ten (10) staff hours of on -going consultation. i) Review of additional details, e-mail correspondence, telephone calls, and other requested consultation outside of the defined deliverables. 2) Preconstruction Phase a) Review technical submittals and shop drawings for the building envelope i) Review submittals for good building practice and general compliance with the specifications. ii) Technical submittals and shop drawing mark ups will be delivered to the design team electronically. iii) The time required for review of the submittals is dependent upon the quality and completeness of the submittals. iv) A budget of up to ten (10) staff hours is included. b) Attend one (1) pre - construction meeting. 3) Construction Phase a) Conduct four (4) site visits to review and observe the installation of building envelope products and systems. i) Attend one (1) mock up review. ii) Review the building envelope work for general conformance with contract documents and for good building practice. iii) Assist in the adjustment of detailing as may be required to accommodate field conditions. iv) Conduct new roof installation inspection as part of the site visits. v) Provide one (1) site visit report per visit that details our observations and recommendations. vi) Visits will be coordinated with Turner. Optional Services 1) Field Performance Water Penetration Testing a) Conduct ASTM E1105 chamber test (maximum sample size of 7' z 7'). b) Conduct (1) AAMA 501.2 spray nozzle testing i) Both tests may be performed on the same day depending on circumstances and volume of testing required. c) Issue a memorandum outlining the findings of the testing, including photos and recommendations for any remedial work that may be required. d) MH is responsible for providing the calibrated rain racks, associated test equipment and instrumentation. e) Client is responsible for providing vertical access, where required, construction of 2x4 stud framing for the test chambers, and make available a suitable source of power and water within the immediate vicinity of the windows to be tested at no cost to MH. Project Team The MH project team will be comprised of the following primary team members: Limitations ii) Complete two (2) ASTM E -1105 tests and approximately 300 linear feet of AAMA 501.2 spray nozzle testing during a typical test day. The extent of testing completed per day will be dependent on the complexity of the areas to be tested, and on site logistics. Chris Norris, PE, CEI, LEED AP Senior Building Envelope Consultant Cell: (678) 446 -5246 E -mail: cnorris( morrisonhershfield.com Shawn Sheehan, AIA RRO Building Envelope Consultant Cell: (404) 519 -7979 E- mail: ssheehancc morrisonhershfield.com - 3 - Shawn Sheehan will be the project manager, complete the construction document and submittal reviews, and conduct the field reviews for this project. Chris will be the Principal in charge and be responsible for quality assurance of the MH work product. Both Shawn and Chris will be present for the pre - construction meeting and mock -up review. The following limitations apply to this proposal: 1) Below grade waterproofing consultation is limited to waterproofing materials, performance, and installation requirements. Below grade drainage design remains the responsibility of the Civil Engineer Consultant. 2) Review of the envelope for thermal performance is limited to review for potential thermal bridges I potential condensation problems. 3) Final approval over building envelope specifications and details, and coordination of envelope issues with other code requirements, such as fireproofing, remains with the Architect as Designer of Record. Exclusions - 4 - The following items are excluded from this proposal: 1) Field performance testing (water, air, leak detection, infrared, and sealant joint testing). 2) Structural design of cladding systems or attachments. 3) Supervision of mock -up construction. 4) Post - Construction reviews. 5) WUFI modeling. 6) Energy Modeling. 7) Building Envelope Commissioning. Assumptions The following assumptions apply to this proposal: 1) It is assumed that each trade will provide one complete set of material submittals in accordance with the specifications, including all materials relevant to their scope of work. 2) Unless otherwise noted, all design phase meetings are assumed to be held at Turner's Atlanta office, and all pre - construction/construction phase meetings are assumed to be held at the job site. Schedule Morrison Hershfield is prepared to commence construction document review within ten (10) business days of acceptance of this proposal. The following are the anticipated turn - around times for the other deliverables: 1) Attendance at meetings: within ten (10) business days of receiving notice. 2) Written reports release: within three (3) business days of site visits or drawing review meeting(s). Compensation The compensation for the services outlined under the Scope of Work or Optional Services will be performed on a fixed fee basis. The following compensation is proposed: Base Scope of Work: Optional Scope: Field Performance Water Testing: $18,400 $2,450 / day of testing Compensation includes reasonable expenses which are normal and necessary in the fulfillment of this Scope of Work. - 5 - This proposal is valid for thirty (30) days and is subject to Morrison Hershfled's standard terms and conditions (enclosed). We look forward to working with you. Please contact us at any time if you require additional information. Sincerely, Dan Prows Department Manager Morrison Hershfield Corporation Building Consultation Group DP /at Augusta Municipal BE CN -DP 12- 1231.doc m MORRISON HERSHFIELO Morrison Hershfield Corporation PROPOSAL TERMS and CONDITIONS Project Name ( "Project"): Augusta Municipal Building Renovation and Addition Envelope Consultation and Field Review Services Proposal No. ( "Proposal "): 6130140.99 Date of Proposal: January 2, 2013 Project Location ( "Site "): Augusta, Georgia CLIENT INFORMATION Client Name: Turner Construction Company Address: 3560 Lenox Road Atlanta, Georgia 30326 This agreement ("Agreement ") is effective this day of 201 by and between Turner Construction Company, with offices at the location set forth above, ( "Client ") and Morrison Hershfield Corporation, with offices at 66 Perimeter Center East, Suite 600, Atlanta, Georgia ( "MHC ") (individually; "Party" and, collectively, "Parties "). In consideration of the mutual covenants expressed herein, and intending to be legally bound, the Parties agree as follows: 1. CLIENT DEFINITION CLIENT as used herein shall include and apply to all parties equally, be they individuals, corporations, partnerships, associations, government agencies, or other entities, whether acting alone or collectively as a group where the services of this Agreement are being provided to, or on behalf of, the group. 2. STANDARD OF CARE Services performed by MHC will be conducted in a manner consistent with that level of care and skill ordinarily exercised by other members of the engineering and science professions currently practicing under similar conditions subject to the time limits and financial, physical or any other constraints applicable to the Services. No other warranty, express or implied is made or intended, and the same are specifically disclaimed, including the implied warranties of merchant ability and fitness for a particular purpose. 3. INVOICES AND PAYMENT TERMS MHC will submit monthly invoices to CLIENT and a final bill upon completion of Services. CLIENT shall notify MHC within ten (10) days of receipt of invoice of any dispute with the invoice. CLIENT and MHC will promptly resolve any disputed items. Payment on undisputed invoice amounts is due upon receipt of invoice by CLIENT and is past due thirty (30) days from the date of the invoice. CLIENT agrees to pay a finance charge of one and one -half percent (1 -1/2 %) per month, or the maximum rate allowed by law, on past due accounts. If any invoice amount is past due, MHC shall have the right to suspend all work under this Agreement, without prejudice. CLIENT will pay all reasonable demobilization and other suspension costs. CLIENT agrees to pay attorneys' fees, legal costs and all other collection costs incurred by MHC in pursuit of past due payments. 4. CHANGES CLIENT and MHC recognize that it may be necessary to modify the scope of Services, the schedule, and /or the cost estimate proposed in this Agreement. Such changes shall change the scope of Services, - 7 - schedule, and/or the cost, as may be equitable under the circumstances. MHC shall notify CLIENT in a timely manner when it has reason to believe a change to the Agreement is warranted. MHC shall prepare a Change Order request outlining the changes to the scope, schedule, and/or cost of the project. CLIENT has a duty to promptly consider the Change Order request and advise MHC in a timely manner in writing on how to proceed. If after a good faith effort by MHC to negotiate modifications to the scope of Services, the schedule, and/or the cost estimate, an agreement has not been reached with the CLIENT, then MHC shall have the right to terminate this Agreement upon written notice to the CLIENT. 5. DELAYS AND FORCE MAJEURE If site conditions prevent or inhibit performance of Services or if unrevealed hazardous waste materials or conditions are encountered, Services under this Agreement may be delayed. Delays within the scope of this Article shall, at the option of either party, make the Agreement subject to renegotiation or to termination. CLIENT shall not hold MHC responsible for damages or delays in performance caused by acts of God, acts and /or omissions of Federal, State and local governmental authorities and regulatory agencies or other events that are beyond the reasonable control of MHC. For this purpose, such acts or events shall include, but not be limited to, storms, floods, epidemics, war, riot, strikes, lockouts or other industrial disturbances, and inability with reasonable diligence to supply personnel, information, or material to the project. Should such acts or events occur, it is agreed that MHC shall use reasonable efforts to overcome difficulties arising and to resume as soon as reasonably possible the normal pursuit and schedule of the Services covered by this Agreement. 6. DATA AND INFORMATION MHC shall be entitled to rely upon the reports, data, studies, plans, specifications, documents and other information provided by CLIENT or others in performing the Services and, MHC assumes no responsibility or liability for the accuracy or completeness of such. CLIENT waives any claim against MHC, and agrees to defend, indemnify and hold MHC harmless from any claim or liability for injury or loss allegedly arising from errors, omissions, or inaccuracies in reports, data, studies, plans, specifications, documents or other information provided to MHC by CLIENT. MHC will not be responsible for any interpretations or recommendations generated or made by others, which are based, whole or in part, on MHC's data, interpretations or recommendations. 7. OWNERSHIP OF DELIVERABLES AND RELATED DOCUMENTS All reports, drawings, plans, designs and other documents prepared by MHC pursuant to this Agreement (collectively, 'Deliverables") including all intellectual property rights therein, remain the property of MHC. Client agrees that the Deliverables (i) are intended for the exclusive use and benefit of, and may be relied upon only by, Client and (ii) will not be used at a Site or for a Project not expressly provided for in this Agreement. Client does not require MHC's permission for regulatory submittal of the Deliverables or, subject to all terms and conditions contained in this Agreement, reliance on the Deliverables provided to Client's design team, of which MHC is a member, solely for the design of the Project for which the Deliverables were intended. Client agrees that any prospective lender, buyer, seller or other third party who wishes to rely on any Deliverables must first sign MHC's Agreement. Client will defend, indemnify and hold harmless MHC, its parent, subsidiaries, affiliates and subcontractors, including their respective officers, directors, employees, agents, successors and assigns, (collectively, "Indemnities") from and against all claims, settlements, costs, expenses, liabilities, damages, penalties and interest, including attorneys' fees and litigation expenses, (collectively, "Liabilities ") asserted against or incurred by Indemnities as a result of any unauthorized use of, or reliance on, the Deliverables. Client further agrees that (i) the Deliverables may be based in part or in whole on facts and/or assumptions provided to, but not independently verified by, MHC, (ii) the Deliverables will reflect, MHC's findings as to conditions that existed only at the time the Services were performed and (iii) MHC makes no representations as to any facts or assumptions provided to, but not independently verified by, MHC. lir - 8 - 8. LIMITATION OF LIABILITY. To the maximum extent permitted by law Client expressly agrees, for itself and anyone claiming by, through or under it, that the liability of MHC, its parent, subsidiaries, affiliates and subcontractors, including their respective officers, directors, employees, successors and assigns for any and all causes of action whatsoever, including, without limitation, tort, contract, strict liability, indemnity or otherwise, arising out of, or in connection with, this agreement or MHC's professional services, shall be limited to the fee paid to MHC. Client acknowledges that (i) without the inclusion of liability provision, MHC would not have performed the Services, (ii) it has had the opportunity to negotiate the terms of this limitation of liability as part of an "arms - length" transaction, (iii) the limitation amount may differ from the amount of professional liability insurance required of MHC under this Agreement, (iv) the limitation of liability provision is merely a limitation of, and not an exculpation from, MHC's liability and (v) it has received special consideration of ($10) for this limitation of liability provision and waives any and all rights to dispute the receipt and sufficiency of such consideration. 9. INDIRECT DAMAGES. Each party hereby waives its rights to recover from the other party any consequential, indirect, or incidental damages (including, but not limited to, loss of use, income, profits, financing or reputation), arising out of, or related to, this agreement or the performance of the services, or both. 10. INSURANCE. MHC will carry insurance coverage during the performance of this Agreement that is required by law. In addition, MHC maintains the following insurance coverage: a) Commercial General Liability Insurance - $500,000 per claim and aggregate b) Professional Errors & Omissions - $1,000,000 per claim and aggregate 11. SITE RESPONSIBILITY If MHC is providing services on Site, Client will provide MHC with access to the Site and all available Site information deemed necessary by MHC. The Services do not include supervision or direction of the means, methods or actual work of other consultants, contractors and subcontractors not retained by MHC. Client agrees that each such other party will be solely responsible for its working conditions and safety on the Site. MHC's monitoring of the procedures of any such other party is not intended to include a review of the adequacy of its safety measures. It is agreed that MHC is not responsible for safety or security at the Site, other than for MHC's employees, and that MHC does not have the right or duty to stop the work of others. 12. NOTIFICATION AND DISCOVERY OF HAZARDOUS MATERIALS. Prior to commencing the Services, CLIENT shall furnish to MHC all documents and information known to CLIENT that relate to the identity, location, quantity, nature or characteristics of any hazardous materials or suspected hazardous materials, on or under the site. CLIENT hereby warrants that, if it knows or has any reason to assume or suspect that hazardous materials may exist at the project site, it has so informed MHC. Client recognizes that hazardous materials or suspected hazardous materials may be discovered on the project site property or on any adjacent property to the site. CLIENT recognizes that it is CLIENT's responsibility, and not MHC's, to inform the Owner of any affected property not owned by CLIENT of such discovery. CLIENT also recognizes that any such discovery may result in a significant reduction of the property's value. CLIENT waives any claim against MHC and agrees to defend, indemnity and hold harmless MHC from any claim or liability for injury or loss of any type arising from the discovery of hazardous materials or suspected hazardous materials on CLIENTs property or on property not owned by CLIENT. CLIENT agrees that discovery of anticipated hazardous materials shall constitute a changed - 9 - condition for which MHC shall be treated as outlined in Paragraph 4, changes. 13. UNANTICIPATED CONDITIONS. If MHC is providing services on Site, Client will inform MHC in writing of all known and identifiable contaminants or other conditions existing on or near the Site that are known to present a potential danger to health, the environment, or MHC's equipment or personnel prior to commencement of the Services. Should MHC encounter such conditions which were not reasonably anticipated or which increase the risk or cost, or both, involved in MHC's performance of the Services, upon notice to Client, MHC, in its sole discretion, may (i) suspend the performance of Services and submit a change order as outlined in Paragraph 4, changes to be signed by Client prior to proceeding or (ii) discontinue the performance of Services and terminate this Agreement. If the unanticipated condition presents an immediate or potential threat to health, safety, the environment, or MHC's equipment or personnel, MHC will immediately inform Client, so that Client can notify the appropriate government authorities. If Client fails to do so, Client will hold MHC harmless if MHC provides such notice. 14. TERMINATION. This agreement may be terminated by either party upon written notice in the event of substantial failure by the other party to perform in accordance with terms hereof. Such termination shall not be effective if that substantial failure has been remedied before expiration of the period specified in the written notice, such period shall not be less than seven (7) calendar days. In the event of termination, MHC shall be paid for services performed to the termination notice date, reasonable termination costs and a portion of its anticipated profits not less than the percentage of the contract services performed as of the termination notice date. MHC may complete such analyses and records as are necessary to complete their files and may also complete a report on the Services performed to the date of notice of termination or suspension. The expenses of termination or suspension shall include all direct costs of MHC in completing such analyses, records and reports. 15. DISPUTES. All disputes, daims, and causes one party makes against the other, at law or otherwise, including third party or "pass - through' claims for indemnification and /or contribution, shall be initiated, determined, and resolved by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association, and judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. In the event that one party makes a claim against the other, at law or otherwise, and then fails to prove such claim, then the prevailing party shall be entitled to all costs, including attorneys' fees incurred in defending against the claim. 16. INTELLECTUAL PROPERTY. All rights to patents, trademarks, copyrights, and trade secrets owned by MHC (hereinafter "Intellectual Property') as well as any modifications, updates or enhancements to said Intellectual Property during the performance of the Services remain the property of MHC, and MHC does not grant CLIENT any right or license to such Intellectual Property. 17. MISCELLANEOUS. a) This Agreement supersedes all other agreements, oral or written, and contains the entire agreement of the parties. No cancellation, modification, amendment, deletion, addition, waiver or other change in this Agreement shall have effect unless specifically set forth in writing signed by the party to be bound thereby. Titles in this Agreement are for convenience only. b) This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns provided that it may not be assigned by either party without the written consent of the other. It is expressly intended and agreed that no third party ir - 10 - beneficiaries are created by this Agreement, and that the rights and remedies provided herein shall inure only to the benefit of the parties to this Agreement. c) No waiver of any right or remedy in respect of any occurrence on one occasion shall be deemed a waiver of such right or remedy in respect of such occurrence on any other occasion. d) All representations and obligations shall survive indefinitely the termination of the Agreement. e) Any provision, to the extent it is found to be, unlawful or unenforceable shall be stricken without affecting any other provision of the Agreement, so that the Agreement will be deemed to be a valid and binding agreement enforceable in accordance with its terms. f) Each of the parties has had an opportunity to negotiate the terms and conditions expressed herein; therefore, this Agreement will not be construed more strictly against either party as the drafter. Signed this day of 201 Signed this day of Morrison Hershfield Corporation Turner Construction Company Print Name and Title Print Name and Title 201 Signature of Authorized MHC Representative Signature of Authorized Client Representative 3. Preconstruction Services is: By: Owner: Augusta, Georgia C.0 (Signature) Deke Copenhover (Name) Mayor (Title) 530 Greene Street, Suite 806 (Street Address — No PO Box) Augusta, Georgia 30901 (City, State, Zip) Date of Signature Exhibit G Authorization for Construction Pursuant to this agreement, the Owner and the Construction Manager hereby execute this Exhibit G and further agree as follows: 1. The Construction Manager's Guaranteed Maximum Price ( "GMP ") proposal for the entire Project has not been established. 2. The General Conditions Guaranteed Maximum Cost for the Project, including this Bid Package, is: $ 966,065.00 4. The Subcontracts Cost is: Bid Package #1(early release chiller /boiler package) Bid Package #2 Bid Package #3 Bid Package #4 5. The Lump Sum Fixed Management Fee is: 6. The Guaranteed Maximum Price is: 7. The Date of Substantial Completion shall be Construction Manager: Turner Construction Company (Seal) (Signature) (Seal) John G. Lichtenwalter (Name) Interiors General Manager (Title) Atlanta, Georgia 30326 (City, State, j Zip) rt, ! Dafe o Signature $ 66,745.00 $ 206,131.00 $ TBD $ TBD $ TBD $ 260,371.00 $ TBD 3560 Lenox Road, Suite 1100 20 months after Notice -to- Proceed (Street Address — No PO Box) Augusta Municipal Building Renovation & Modernization Project Project No. 120360 Augusta, GA Exhibit C Municipal Building Budget Variance Turner E interiors January16, 2013 Page 1 011 9UOG ',.t L`LMPON$NTS Trade Bid Package 10 DO Bultding Estimate Updated d Stat - Goat Limitation Revised Comruadon - Budge) BP 80 doling TOMS Boilers BP 402 - Site Week &Auger Cast piles Mal GMP - m, Fini Stnnllushes MEP Fines Traded & Poet BP Chmrgea FINAL GMP AMOUNT . ��,.s,G i tS $88,1071 $0 $0 O1A Cooling Tower $88,107 $88,107 $88,107 $ 0 01B Electric Boilers $101,664 $101,664 $101,664 $ 0 $101,864 $0 $0 02A Site Work $724,446 $724,446 $574,669 $0 $574,6691 $21 2,000 $62,223 028 Auger Cast Piles $331,161 $331,161 $227,758 _ $0 $227,758 $40,000 ($63,403) 030 Concrete $571,036 $571,036 $0 ! $0 $ 0 ($571,036) 040 Precast $151,167 $151,167 $0 $0 $0 ($151,167) 050 Structural Steel & Ornamental Metals $795,320 $795,320 $0 $0 $0 ($795,320) 060A Misc Carpentry $81,856 $81,858 $0 $0 $0 ($81,856) 060B Millwork $533,902 $533,902 $0 $0 $ 0 ($533,902) 070 Spray Fireproofing $32,481 $32,481 $0 $0 $0 ($32,481) 080 Roofing $120,187 $120,187 $ 0 $0 $0 ($120,187) 090 Exterior Metal Panels $505,466 $505,466 $0 $0 ! $0 ($505,466) 100 Doors & Hardware $183,909 $183,909 $0 $0 $0 ($183,909) 110 Glass & Glazing $566,912 $566,912 $ 0 $0 $0 ($566,912) 120 Modular Wall System $171,207 $171,207 $0 $0 $ 0 ($171,207) 130 Drywall & Accoustical $1,034,621 $1,034,621 $0 $0 $0 ($ 1,034,621) 140 Flooring $904,657 $904,657 $0 $0 1 $0 ($9 04,657) 150 Painting & Wallcovering $141,721 $141,721 $ 0 $0 $0. ($141,721) 160 Specialties $177,867 $177,967 $0 $0 $0 ($1 77,867) 170 Sprinker System $367,050 $367,050 $0 $0 ' $0 ($367,050) 180 Elevators $545,036 $545,036 $0 $0 ". $0 ($545,036) 190 Plumbing $584,927 $584,927 $0 $0 $0 ($584,927) 200 Mechanical $3,646,204 $3,646,204 $ 0 $0 $0 ($3,646,204) 210 Electrical $1,824,630 $1,824,630 $ 0 $ 0 !. $0 ($1,824,630) 220 Low Voltage $373,706 $373,706 $0 $0 $0 ($373,706) 230 Demolhionl Abatement $800,820 $800,820 $ $0 $0 ($800,820) yy' 500 General Requirements $174,950 $174,950 $0 $27,834 $0 $27,834 $147,116 $0 Holds Reconciliation $0 $0 $0 $0 $0 $0 ! $0 $0 Direct Work $15,535,010 $0 $15,535,010 $189,771 $830,281 $4... $1,020,032 �}''{1rd Construction Contingency $310,700 $310,700 $0 $30,601 $0 $0 $30,601 $ 0 ($280,099) Contingency Subtotal - $310,740 • "' -'; = $0.: $310,700 .. $0 x$30,601 $0 $0: $30,601 ($2B0,0$8) Approved Change Orders $0 $0 $0, $0 $0 $ 0 $0 $0 $0 GCs, Precon, Bonds & Insurance $1,412,178 $1,412,178 $12,715 $1,399,463 $0 $0 $1, 412,178 ' $0 1M Fee $309,888 $309,888 $3,645 $40,686 $ 01 $44,331 $0 ($ 265,557) Subtotal $1,722,066 , $0 $1'22,066 $16,360 :$7,440,149 $0,; $4 ' $1,456,509 ��,, b ,00 „.,, ,. ., (} 18$7) Building Total $17,567,776 $0 $17,587,776 ¢206,131 $2,301,011 $0 $0 $2,507,141 4 $ ° $3 , '$ • :E (414,8 61,6.10) Total Project Cost (Stated Cost Limitation) $17,567,776 $2,507,141 „399x')16 1 _ ($1 4,66119) Augusta Municipal Building Renovation & Modernization Project Project No. 120360 Augusta, GA Exhibit C Municipal Building Budget Variance Turner E interiors January16, 2013 Page 1 011 Municipal Building 530 Greene Street Augusta, Ga Sitework & Auger Cast Piles - BP02 Description Turner = Interiors Dated: 1/16/2013 Quantity Unit Unit Cost Subtotal Total GENERAL REQUIREMENTS Slab Survey @ Exterior Basement Wall 2 ea 350.00 700 Temporary Fencing 1 is 2,500.00 2,500 Continuous Clean up 768 mh 30.00 23,040 Temporary Protection 1 Is 1,250.00 1,250 Subguard 1 Is 343.63 344 Subtotal GENERAL REQUIREMENTS 27,834 SITE WORK Subcontractor Bid 1 Is 567,574.00 567,574 Asphalt Paving, Striping, Curb & Gutter, Sidewalks 1 Is 65,000.00 65,000 Landscape Allowance 1 Is 15,000.00 15,000 Shoring at Deep Excavation 1 Is 100,000.00 100,000 Storm Drain Modifications 1 Is 32,000.00 32,000 Subguard 1 Is 7,095.00 7,095 Subtotal SITE WORK 786,669 AUGER CAST PILES Subcontractor Bid 1 Is 224,946.00 224,946 Underpinning 1 Is 40,000.00 40,000 Subguard 1 Is 2,812.00 2,812 Subtotal AUGER CAST PILES 267,758 Lirec: Co s'k Total 1,082,261 Municipal Building Augusta, Ga Bid Package 02: Site Work & Auger Cast Piles General 1. This Bid Package (BP #02) component includes the previous Assumptions and Clarifications submitted in Bid Package #01 approved November 27, 2012. 2. This Bid Package component is based on the List of Contract Drawings and Specifications dated December 21, 2012, per Exhibit A. 3. This Bid Package component assumes that the Owner will pay for all utilities throughout the duration of the project. 4. This Bid Package is based upon the Contractor's Construction Schedule dated January 10, 2013, per Exhibit H. 5. Turner Construction Company will be utilizing its Contractor Controlled Insurance Program for this GMP to provide uniform Worker's Compensation and General Liability Insurance for Subcontractors and Turner per the Contract Terms at a rate Of 2.95% of Volume. 6. Turner Construction Company will be utilizing its Subcontractor Default Insurance Program for this GMP to provide Subcontractor Payment and Performance bond per the Contract Terms at a rate of 12.5% per Direct Work Volume. 7. This Bid Package component includes an increase of six (6) additional months for Preconstruction Services based upon the actual design deliverable schedule at a rate of $11,124 per month as previous discussed with the Owner's Representative. 8. This Bid Package component includes all General Conditions based on current project volume of $17.5M and construction duration of 20 months. 9. This Bid Package component includes allowances for the following items: • Underpinning - $40,000.00 • Asphalt Paving, Striping, Curb & Gutter, Sidewalks - $65,000.00 • Landscape - $15,000.00 • Shoring at Deep Excavation - $100,000.00 • Storm Drain Modifications - $32,000.00 Turner EE Interior5 1/16/13 Site Work 10. This Bid Package component does not include rock excavation because the GeoTech Report issued by Nova Engineering & Environmental dated September 26, 2012, did not indicate any. 711 EST FILES1 Templates► ClarifAssumptions - Standard Page 1 of 2 Print Date: 1/16/2013 5:31 PM Municipal Building Augusta, Ga Turner = Interior E 1/16/13 11. This Bid Package component only includes unsuitable soil removal as it pertains to note #5 under "drawing notes" on sheet S1.0. 12. This Bid Package component does not include soil or compaction testing due to those services being provided by the Owner. 13. This Bid Package component does not include irrigation or relocation of irrigation lines because none is currently shown on the Contract Documents. Any modifications or extensions of irrigation lines can be handled in a future GMP Bid Package. 14. This Bid Package component includes utilizing engineered backfill as required and does not include stone stabilization due to the prohibitive costs. 15. This Bid Package component does not include hazardous soil removal because the GeoTech Report issued by Nova Engineering & Environmental dated September 26, 2012, did not indicate any. 16. This Bid Package component assumes that the City of Augusta- Richmond County will be able to provide a clean letter regarding the removal of the existing Fuel Oil Storage Tank. 17. This Bid Package assumes that the Temporary Shoring used for the Deep Excavation can be abandoned in place. Auger Cast Piles 18. This Bid Package component includes one pile load test. 19. This Bid Package component assumes that the distance from pile to centerline to the face of existing structures or their appurtenances shall be no less than three (3) feet. This specifically includes G.5 line and placement of Auger Cast Piles in this area will need to be revisited by the Structural Engineer for constructability. 20. This Bid Package component includes eight (8) #6 Bars x 23' -0" tied with #3 spiral ties at 2 -6" on center in the basements and eight (8) #6 Bars x 25' -0" tied with #3 spiral ties at 2 -6" on center in the first floor piles, plus one (1) full length #8 Bar in each pile. Specific reinforcement cage lengths were not included in the Contract Documents, but were verbally discussed with Structural Engineer so as to minimize over calculation of material and waste. 21. This Bid Package component includes grout overage up to 140% of the theoretical pile volume, per cubic yard. Tit EST FILES► Templates) ClarifAssumptions - Standard Page 2 of 2 Print Date: 1/16/2013 5:31 PM TTEM DESCRIPTION OUANTTTY UNIT AMOUNT Erosion Control 12 Silt Fence 800.00 LF 14 Construction Exit 1.00 EA 16 Access Road to Pit 150.00 TNS • 20 Sediment Tra, s 6.00 EA 24 Street Cleanin • 1.00 LS 28 Traffic Control 1.00 LS 32 E/C not Measured 1.00 LS Erosion Control Subtotal $31,150.00 Demo / Clearin 105 Surface Demo 1,100.00 CY 110 Clearin • 1.00 LS 115 Locate Utilities 1.00 LS ._ 120 Sawcut 1,200.00 LF 125 Stakin• 1.00 LS Demolition Subtotal $73,300.00 Earthwork (Morin! 0 a tion) 154 Excavate to pile ca .s & Haul Off 1,300.00 CY 158 Im.. :. ,. :1111 CY 162 Excavate Ram. & Haul Off 2,200.00 CY -, 166 Import Ramp Backfill 2,500.00 CY 168 Undercut & Haul Off Unsuitable 1,100.00 CY 170 Fine Grade Pad 1.00 LS 174 Final Dress @ B1d• 1.00 LS 178 Curb Backfill 1.00 LS 182 Staking 1.00 LS 186 Au • er Cast S soil Removal (Tending included) 360.00 CY -- Quote To: Phone: Attn: Proposal Date: Revised Proposal Augusta- Richmond County Municipal Building Civil Site Services, Inc 155 Green Castle Road Tyrone, GA 30290 Contact: Charles Allender Phone: 678.870.0500 Fax: 678.870.0197 Turner Construction Company 3560 Lenox Road Atlanta, GA 30326 404.504.3710 Jennifer Henderson 1/16/13 Engineer: Virgo Gambill Date of Plans: Dec. 21, 2012 Revision Date: Page 1 of 3 GRAND TOTAL NOTES: Bid Stipulations: 1. Rock excavation is EXCLUDED. 2. Undercutting below subgrade is EXCLUDED. 3. Hazardous material handling is EXCLUDED. 4. Stone stabilization is EXCLUDED. 5. Chemical drying is EXCLUDED. 6. Footing excavation and/or backfill is EXCLUDED. 7. Fine grading shall be to +/- 0.10'. 8. Stone on slab is EXCLUDED. 9. Bond is EXCLUDED. 10. Permits and fees by others (i.e. water & sanitary sewer tap & usage, water meter, and storm drainage quality, etc.) 11. Sanitary and waterlines to be by others. 12. NPDES monitoring is EXCLUDED. 13. Retaining walls are EXCLUDED. 14. Shoring is EXCLUDED. Alternates: 1. Provide paving, curb & gutter, wheel stops, signage & striping; ADD $ 78,360.00 $551,310.00 Page 2 of 3 TT'F,M DESCRIPTION OIiANTTTY UNIT AMOUNT 190 Dewatering 1.00 LS 192 Excavate Pile Cap 220.00 CY 194 Cap Access Ramp w/ GAB 280.00 TON Earthwork Subtotal $351,700.00 Storm Drainage 304 8" DIP 120.00 LF 308 15" RCP 344.00 LF 312 4' Precast Structure 26.00 VF 316 5' Precast Structure 4.00 VF 320 4' Base & Invert 5.00 EA 322 5' Base & Invert 1.00 EA 328 4' R/S Adapter 4.00 EA 330 5' R/S Adapter 1.00 EA 334 1019A DI Frame & Grate 3.00 EA 336 1019A -E HDI Frame & Grate 1.00 EA 338 Manhole Ring & Cover 2.00 EA 340 Pipe Bedding 160.00 TN 344 8" MJ Fittings 5.00 EA 346 8" MY Wyes 5.00 EA 348 8" Cleanout 5.00 EA 360 Under drain System 180.00 LF . 362 Under drain Sump 1.00 LS 366 Pump Allowance 1.00 LS 370 2" Discharge 130.00 LF 372 Maintain Exist Drainage 1.00 LS 376 Staking 1.00 LS Storm Drain Subtotal $95,160.00 GRAND TOTAL NOTES: Bid Stipulations: 1. Rock excavation is EXCLUDED. 2. Undercutting below subgrade is EXCLUDED. 3. Hazardous material handling is EXCLUDED. 4. Stone stabilization is EXCLUDED. 5. Chemical drying is EXCLUDED. 6. Footing excavation and/or backfill is EXCLUDED. 7. Fine grading shall be to +/- 0.10'. 8. Stone on slab is EXCLUDED. 9. Bond is EXCLUDED. 10. Permits and fees by others (i.e. water & sanitary sewer tap & usage, water meter, and storm drainage quality, etc.) 11. Sanitary and waterlines to be by others. 12. NPDES monitoring is EXCLUDED. 13. Retaining walls are EXCLUDED. 14. Shoring is EXCLUDED. Alternates: 1. Provide paving, curb & gutter, wheel stops, signage & striping; ADD $ 78,360.00 $551,310.00 Page 2 of 3 2. Add to excavate layback to a 3:1 slope, ADD $ 146,200. 3. Add 2' of #57 stone to top of pile cap and to the face if the sloped layback to provide stabilization for backfill and permanent dewatering feature: 4. 2:1 slope, ADD $ 64,000.00 5. 3:1 slope, ADD $ 104,200.00 6. Should the duration for the pile installation extends beyond 3 weeks, ADD $ 2,000.00 /day for the tending operation. We have included all tending and haul off of pile spoils. 7. Add $ 17,000. for sump to sit outside building. 8. Add contingency to collect existing building roof drains and extend to new system, $ 15,000. Additional Notes: We have included the foundation drain around the elevator shaft, a 4' diameter sump pit 6' deep with manhole access, a pump allowance ($15,000), and a 2" discharge to the proposed drop inlet at the south entrance. Total Value $ 29,000.00 We have included over - excavation to the top of pile cap ( -24' + / -) with 2:1 side slopes as well as a 15' wide access drive with stone and 2:1 side slopes south of the excavation (Telfair St.). We have also included additional asphalt, curb, and sidewalk removal and replacement required for the access ramp not shown on the demolition plan. Sidewalks (other than identified above) to be by others. Page 3 of 3 E & A Line # Augusta Municipal. Building Renovation &Modernisation Turneer No. 120360 T eI Interiors Augusta, GA - Estimated Value Peva -Way of Auguste Rhonda inlp@dpa• / 033.349.5301 Y<em Tri -Star Contractors Richard Berry rim rbarry0 Contractors South Neely Page n_,rof" 8 mn -m Civil SIM Services, Inc. Charles Allender :.300 rqm cal en 6a 0 883349.5301 cell 575 tera 8036375751 cell 803.4]12800 803.645.7735 6]88]0.500 404.787.2073 Package #02A: Site Work Base Bid $695,000 $728,096 $0 Unresponsive $315,984 Incomplete Bid $551,310 Selective Demolition Saw -Cut Existing Pavement + r r r Demo Existing Asphalt/ Concrete Cum r r + + Site Clearing + r + + Locate Utifties + + r Erosion Control Silt Fence Consauction Entrances/ Eels + + r r X X 922,150 $10,000 r r Sediment Traps r + + + Street Cleaning r + X $5,000 Traffic Control + r X $2,500 + Earthwork Layout/ Survey + + + r As -Baits + r X $3,500 + Excavate top 3 -0' of Unsuitable Soil at 5' -0' outside additbn footprint r + + Excavate to Basement Pile Cap 8 Haul -Od r + + Temp Road/ Ramps for Basement Foundations r r + Fine Grading r r r Backlit Compaction at building pad r r + + Auger Cast Pile Spoil Removal + + a Temp Dewatenng during Construction + r + Cap Access Ramp with GAB + X $25,000 + Storm Water Re -Route existing 15' REP per plans r + + r New Manholes per Plan with Accessories r r + Underd,ain System per Nova Sketch dated 12/20/12 r + r r Underdmin Sump Pump r r + r Exclusions Irrigation or Mods to Existing Irrigation x X X X X Package Subtotal $695,000 Subtotal: F.O.B. Jobsite Subtotal: Sales Tax (0%) -Not Required Subtotal: CCIP Total r r + + a r + r r + $ 695,000 into $]26,096 Inclu0e0 $0 Included 6584,134 Included $551,310 Included $ 695,000 incl $728,096 Included 50 Included $584,134 excluded $551,310 excluded $695,000 $20,503 $20,503 $]20,00 $21,479 $21,479 $0 $0 $584,134 $17,232 $17,232 5551.310 $16,264 $10,264 2.95% of Contract Volume Subtotal: P &P Bond or SubGuard $715,503 Subguard $749,575 $ubgued 50 Subguard $601,366 Subguard $567,574 Subguard TotalforSUbconfract Award $713,503 $749,575 $0 $801,366 5567,574 50500074 $8,944 $9,370 00 57,517 $7,095 P&P Bond through Subguard 0 1.25% Holds 1 Asphalt Paving, Striping, Curb & Gutter, Sidewalks Included $65,000 $0 $65,000 $65,000 2 Landscape Allowance included $15,000 50 $15,000 $15,000 3 Shoring at Deep Excavation _ included 5100,000 SO $100.000. $100.000 4 Storm Drain Modifications included I $32,000 SO $32,000 532,000 TOTAL INCLUDING HOLDS $724,446 $961,575 SO $613,366 $779,574 Comparison 5237,129 50 $88,920'. $55,127 Alternates 1 ADD 2'A' 057 stone for Add'1 Stabilization - $04,000 $64,000 $64,000 904.000 2 None nit Ip_s,t_ices 1 None $0.00 $0.00 $0.00 $0.00 2 None Pen VE • 1 None 2 None Assumptions and Clarifications: can GMP Book A&C'$ Recommended for Award: Civil Site Services, Ina, Amount: $567,574 Page I ESA Line # Augusta Municipal Building Ranova0on 6 Modernization Tumor Protect No, 120380 P� I nteriors Auguste, GA 00500/04 Value ABE Enterprises Danny Brahana deb7sabeenterpnses.COm LG. Barcus & Sons Richard Moaner delved hneneneatt . net American vdftlavittAttellsm,M Deep Foundation David Johnson nM Berke' Randy Thomas manalbetdeon.wm tl,e 770.941.5100 770.329.8842 770.425.5546 cell 678.377.9661 cell 770.725.9615 878 .841.0578 Package # 03$: Aa0er Piles Base Bid $317,700 $230,000 $190,144 $154,000 $215,500 Deep Foundations Basement Auger Cast Plias (501. Pees shall be 14' In Diameter (solid), eppmx 37 -0' Ions + + + ✓ IF1 Spine Tea at 25' O.C. wen 08 Vert. Oar X X 949,400 X $49,400 0 $49,400 First Floor Piles (49), P. atlas be 14' In Diameter(solid). approx 53 long • C 435pel Tea at2.5 O.C.wmee Vertical Bar X X X X r Excavation/ Palling of Piers r C + + Rvck 50Cxeta X X X X X 4000 p0 grout r r + + Reinforcement Installation r • + + Deity Locates r X $2,500 X $2,500 X $2,500 + Af.9uels + X 91,200 0 $1,200 X 91,200 Load Testa Probe Pies + X $24,000 ABE + [Ona Test] + [One Test] + [One Test] 2nd Mobilization for Fiat Floor Pits X X $49,500 ABM X X $14,000 r Pea Layout + X $2,500 X $2,800 X $2,500 r 05150 30 Mae Sup dent + ✓ X $3,750 r r Exclusions oseetem,g X PSolhersl X X X X Erosion Control X 10y o8ma1 x X X X Rook Excavation X X X X X Package Subtotal - $317,700 $359,200 $255.494 8223.600 8218,500 Subtotal: F.O.B. JObs40 Subtotal: Sales Tax (0%) -Not Required Subtotal: CCIP Total + so + X + X X + X $317,700 and 5359 ,200 Included $255,494 Included $223800 Included $218,500 Included $317,700 excluded $359,200 excluded $255,494 excluded $223,500 excluded $218,500 excluded $317,700 $9,372 $9,372 $359,200 $10,596 $10,598 $255,494 $7,537 $7,537 $223,600 $6,596 $8,598 $218,500 $6,448 $6,446 2.95% of Gonad Volume Subtotal: P&P Bond or Subguerd $327,072 Subguard $369,796 Subguerd 5263,031 Subguerd 5230,198 Subguerd $224,946 SubSued Ore e.. on , -f. - ES i bV, :. VV, '. F,, -: Lwl:xr: Sum $4,086 $4,622 $3,288 $2,877 $2,812 P&P Bond through Outboard @ 1.25% _. _.. fiords i Underpinning included $40,000 $40,003 $40,000 $40,000 TOTAL INCLUDING HOLDS $ 331, 161 $414.419 $306,319 $273,074 $267,758 Comparison $83,258 (524.842) ($58,087) [$63,403) Alternates 1 None No Bid No Bid No Bid No Bid 2 None op. 1 14' pile add per LF $47.30 $22.00 $17.50 $2200 2 14• pile deduct per LF $20.00 $7.00 $9.00 95 ,80 Pending VE 1 None 2 None assumpSgns end Clarifications. see GMP Book PAC's Recommended for Award: Berke' Amount: $224,948 Turner Construction Company 3560 Lenox Road Atlanta, GA 30326 Attention: Jennifer Henderson Gentlemen: SPECIAL CONDITIONS AUGER PRESSURE GROUTED PILING • DISPLACEMENT PILING • DRIVEN PILING • PRESSURE GROUTING SHEETING & SHORING • MICRO PILING • GROUND IMPROVEMENT January 16, 2013 RE: Augusta Municipal Building Augusta, Georgia Our Reference Number: AT13 -107 We propose to install a total of 111, fourteen (14) inch diameter augered pressure grouted piles, aggregating 4,851 linear feet, measured from tip to cut off and perform one (1) compression pile load test for the lump sum price of $218,500.00. • UNIT PRICES — Variances between "bid" and actual quantities will be billed or credited in accordance with the schedule shown below. Our entitlement to adjustments in the subcontract time or price for changes in the work shall not be contingent upon or limited to the amount that you receive from the Owner. Under no circumstances do we waive our right to payment for extra work performed pursuant to your instructions. Item Unit Add Deduct ($) ($) 1. Piling footage LF 20.00 5.80 2. Piles, 35 feet long EA 1,350.00 500.00 3. Piles, 53 feet long EA 1,600.00 600.00 4. Pile load test, compression EA * 12,000.00 10,000.00 5. Additional Mob. /Demob. LS 25,500.00 N/A ``Add price applies only to piles installed and tested concurrent with initial load test program. 1. The distance from pile centerline to the face of existing structures or their appurtenances shall be no less than three (3) feet. give I)eeao of cSu cc: e.ss wwtV.berkelandcompany.com Reply To: Regional 0ffice Berke' & Company Contractors, Inc. 7300 Marks Lane Austell, GA 30168 (770) 941 -5100 • (770) 941 -6300 f; 2649 3. 142nd Street, B.O. Box 335 , Bonner Springs, Kansas 66012 (913) 422-5125 • (913) 441 -0402 fax • Email info@berkelapg.com KANSAS CITY • ATLANTA • 13ALTIMOBE • HOUSTON • LOUISVILLE • ORLANDO • SAN FRANCISCO • WASHINGTON DC Page 2 AT13 -107 January 16, 2013 2. We shall be provided, upon written request, with the legal description of the property, the name, address and representative of the Owner, and evidence of adequate owner project financing. We shall be promptly notified of material changes in the Owner's identity or financial arrangements and shall not be obligated to commence or continue work unless adequate assurance of payment is received. 3. An adequate and effective dewatering system, if required to provide a dry, firm, stable and level working grade, must be in place and operational prior to our arrival on site. The system must be satisfactorily maintained so that its performance remains uninterrupted throughout the duration of our work. 4. In the event of significant delay in delivery, or price increase, of material, equipment, or energy occurring prior to the performance of this work, through no fault of Berkel & Company Contractors, Inc., the price and/or time of completion shall be equitably adjusted. A change in price on an item of material, equipment, or energy will be considered significant when the price of an item increases two percent or more between the date of this proposal and the date of installation. 5. This quote is based on access to all pile locations using standard installation procedures and conventional equipment, i.e., crane with 90 feet of boom and 70 feet of pile leads. Adequate working space and ramps have to be provided to allow moving of crane and installation of piles. 6. Pile reinforcing steel detail shows a hook at the top of the bar. Bars configured in this fashion are impossible to install unless one of the three following options is implemented: (a) working grade, i.e., point of auger contact, is at or below the level of the hook (b) bars are provided and installed "straight" and hooks field bent later by others, or hooks connected with mechanical couplings to be installed later, by others. (c) a 180 degree bend or "J" hook is used with the diameter of the bend being equal to or less than the radius of the pile. This proposal is based on at least one of these options being satisfied. INCLUDED IN THE PRICES QUOTED ABOVE 1. Two (2) mobilizations and demobilizations of our personnel and equipment to and from the jobsite. 2. All labor, equipment and grout with an ultimate 28 day compressive strength of 4,000 psi or three times the maximum working stress whichever is less. 3. The removal of freshly placed grout to a maximum depth of four feet below working grade or to pile cut -off elevation, whichever is higher, where ground water table and subsurface soil conditions permit. We will make a concerted effort to reach the proper pile cut off elevation, however should subsurface soil conditions and /or ground water prevent us from so doing we will leave the piles one to two feet high to prevent the top of the pile from becoming contaminated. Any subsequent trimming or building up of piles, removing cans or cleaning rebar, to be performed by others. 4. Supplying and installing 8 No. 6 bars x 23'..0" tied with No 3 spiral ties at 2.5 inches on center in the basement and supplying and installing 8 No. 6 bars x 25' -0" tied with No 3 spiral ties at 2.5 inches on center on the first floor piles. Plus one full length No. 8 bar in each pile. Safety caps not included. All bars to be straight, i.e., no hooks or bends Page 3 AT13 -107 January 16, 2013 5. Lay -out, as- builts and shooting grades. NOT INCLUDED IN THE PRICES QUOTED ABOVE 1. Load test certification, cutting off test and reaction piles, inspection, grout testing, removing cans, or cleaning rebar. 2. Removal, i.e., haul -off, of augered spoil and excess grout from the jobsite. 3. Clean up and stock piling, adjacent to our work, all augered spoil and excess grout; estimated quantity 250 cy. This must be done on a timely basis in our immediate work area and requires the presence of manned backhoe, or equivalent, available exclusively to us on a full time basis for the duration of our work. 4. Sales and use taxes. 5. Performance and payment bond. If required, one will be provided for an additional fee of 1.2 %. TIME OF COMPLETION Our work will be continuous and will be completed in an uninterrupted consecutive sequence requiring only one move of our plant and equipment on and off the site. We plan to utilize one machine working ten hour shifts, five days per week, under merit shop conditions and expect to complete pile installation one week (for each phase) after the start of production drilling. Any modification of the project schedule differing from the bid schedule shall allow us a reasonable time to complete our work in an efficient manner. We shall be entitled to an equitable adjustment in the price of the work, including but not limited to any increased cost of labor, supervision, equipment or materials, plus reasonable overhead and profit, for any change of schedule, acceleration, out of sequence work or delays not caused by us, our sub - subcontractors, their employees or others for whose acts we may be liable. We shall not be required to commence or continue work unless sufficient areas are ready to ensure continuous work. ASSUMPTIONS AND CONDITIONS This proposal is based on the following assumptions and conditions which shall be deemed in and part of any subsequent contract whether incorporated by specific reference or not. AIA Document A401 -1997, Standard Form of Agreement between Contractor and Subcontractor, shall serve as the subsequent contract except as modified herein. In the event of conflict between the contents of this proposal and the contract, the former will govern. 1. The installation of production piles will commence immediately after completion of the pile load testing program. 2. We shall indemnify and hold harmless the Owner and Contractor from and against all claims, damages, losses and expenses arising out of or resulting from the performance of the work provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death or to injury to or destruction of tangible property (other than the work itself) but only to the extent caused solely by our negligent acts or omissions. Under no circumstances do we accept responsibility for inconsequential or incidental damages. Page 4 AT13 -107 January 16, 2013 3. The unit price for additional footage is limited to a maximum drilled depth of 60 feet. Installation of deeper piles requires a change in equipment and or procedure. Our fee for this will be approved prior to installing the over- length piles. 4. Area will be free from all subsurface, surface and above surface obstructions which might interfere with our work. Working grade and access ramps (1V on 8H steepest) will be dry, firm, stable, level and capable of supporting the efficient movement of our equipment and ready -mix concrete trucks without mats for the duration of our work. Elevation will be no higher than top of pile cap. Excavations for pile caps, grade beams, pits etc. shall not be made prior to our work. 5. We assume no responsibility for and shall be held harmless from any liability for, damage to or interference with subsurface or above surface structures, services and utilities the location of which has not been previously established, and physically shown to us in the field by excavation and/or other means acceptable to us. 6. The auger will be carefully placed at each pile location and plum bness of the leads monitored during the installation process Should an obstruction be encountered which causes the auger to move off location or prevents further penetration, i.e., refusal, the pile will be completed and paid for as a job pile. The engineer will be notified immediately so that remedial measures can be enacted quickly and delays minimized. Additional piles, if required, will be paid for in accordance with the stipulated unit prices. Extra costs, such as redesign or pile cap enlargement, etc. will be the responsibility of others. 7. Water for clean up. Approximately 300 gallons per day under sufficient pressure and within reasonable distance from our work area, will be provided to us at no cost via a 3/4n hose bib or equivalent. 8. All work will be completed in accordance with the plans and specifications, except as modified by this proposal. 9. We assume no responsibility if damage to our piles in place or improper junction between our piles and later construction results from work subsequent to ours, including, but not limited to, cutting off, trimming and leveling tops of piles, cap and grade beam excavation and general filling and grading. 10. Where contaminated and /or hazardous materials are encountered we will be reimbursed for all associated costs including but not limited to delays, special training of personnel, removal procedures, disposition fees, etc. 11. The subsurface soil information and /or geotechnical report is accurate and fully representative of conditions at this site. 12. We shall be entitled to equitable adjustments of our schedule and contract price for: (a) delays, acceleration, out -of- sequence work and schedule changes beyond our control, including but not limited to those caused by labor unrest, or suspension or delays caused by others; and (b)extra work we perform pursuant to your written or verbal instructions. Page 5 AT13 -107 January 16, 2013 PAYMENT Payments shall be made to us thirty (30) days after receipt of invoice. Final payment shall be made no later than thirty (30) days after the completion of our work. Payments due us are not contingent upon your receipt of payment from the Owner. Should any payment be improperly withheld, or not paid in a timely manner, interest at the rate of 18% per annum will accrue on the unpaid balance from its original due date until payment is made. Any attorney's fees or other collection fees that are incurred by us in the collection of this debt also will be subject to reimbursement by you and /or the Owner. We will preserve our lien rights by filing the necessary lien documents within the specified time period in the amount of any balance due at the time our lien rights expire. DISPUTE RESOLUTION We shall endeavor to resolve all claims, disputes, and matters arising out of or relating to this Agreement by mediation as a condition precedent to any other dispute resolution procedure. If any dispute cannot be resolved within sixty (60) days after either party files a request for mediation then either party may submit the dispute for resolution by arbitration in accordance with the Construction Industry Mediation Rules of the American Arbitration Association. BACKCHARGE CLAIMS No backcharge or claim by you for services shall be valid except by an agreement in writing by us before the work is executed, except in the case of our failure to meet any requirement of the Subcontract. In such event, you shall notify us of such default, in writing, and allow us reasonable time to correct any deficiency before incurring an costs chargeable to us. No backcharge shall be valid unless billing is rendered no later than the 15" day of the month following the charge being incurred. Furthermore, any payments withheld under a claim of our default shall be reasonably calculated to cover the anticipated liability and all remaining payment amounts not in dispute shall be promptly paid. Thank you for your consideration and please call if you have any questions. This proposal will remain in effect for thirty (30) days. RRT: AT13- 107.pr1.doc Yours Very Truly, Berkel & Company Contractors, Inc. tom_ Randall R. Thomas Vice President / Regional Manager Turner E interiors Augusta Municipal Building Renovation & Modernization Project Project No. 120360 January 16, 2013 Bid Package #02 — Site Work & Auger Cast Piles Exhibit F — Allowance Summary 2A — Site Work Asphalt Paving $65,000.00 Striping Included Above Curb & Gutter Included Above Sidewalks Included Above Landscape $15,000.00 Shoring at Deep Excavation $100,000.00 Storm Drain Modifications $32,000.00 2B — Auger Cast Piles Underpinning $40,000.00 Total Allowances: $252,000.00 ENERAL ACTIVITIES & MILESTONES Activity Cal ID ID ...01310 7 I OVERALL CONSTRUCTION DURATION TO S.C.(CAL DAYS) 603 603* 11MAR13 03NOV14 PHASE 1 - BUILDING / ELEVATOR TOWER ADDITION 0 0 37 30 337" 30 0 10 0 10 11MAR13 11MAR13 30DEC13 PHASE 2 - BUILDING RENOVATIONS / MODERNIZAtIONS RECONSTRUCTION DESIGN / PRICING DESIGN NARRATIVE 1 PHASE 2 CONSTRUCTION START 7 PHASE 2 DURATION TO S.C.(CAL DAYS) 1 PHASE 2 TEST & BALANCE / COMMISSIONING 1 PHASE 2 SUBSTANTIAL COMPLETION 1 PHASE 2 FINAL PUNCH 0 0 11APR13 572` 572` 11APR13 50 50 25AUG14 20 20 37 13 O 21MAR12A O 21MAR12A O 29MAR12A O 05APR12A O 12APR12A 5 0 19APR12A 15 0 26APR12A 10 0 15JUN12A 0 09JUL12A O 1 19SEP12A 0 25 13 11FEB14 04NOV14 11APR12A 18APRI2A 1 ..01130 iiFF1 .01140 1 ..01150 1...01160 1...01170 12...02110 - -- 12...02120 2...02130 2...02140 2...01190 DDN.01010 1 ROUND -ROBIN MEETING w/ DEPT HEADS & COMMISS. DDN.01020 1 REVISE ASSUMPTIONS I SCOPE / BUDGET DDN.01030 1 CONCEPTUAL STUDY I NARRATIVE REVIEW DDN.01040 I DESIGN NARRATIVE SUBMITTAL DDN.01050 1 HEERY / TCCO REVIEW OF DESIGN NARRATIVE SCHEMATIC DESIGN DSD.01010 1 INCORPORATE DESIGN NARRATIVE COMMENTS DSD.01110 1 SCHEMATIC DESIGN PACKAGE DSD.01120 1 SD REVIEW / ESTIMATE - HEERY/ TCCO / VGA DESIGN DEVELOPMENT DDD.01020 1 DESIGN DEVELOPMENT PACKAGE DDD.01030 1 DD REVIEW I ESTIMATE - HEERY / TCCO I VGA CONSTRUCTION DOCUMENTS I DCD.01000 1 60% CONSTRUCTION DOCUMENTS DCD.01270 1 60% CD REVIEW / ESTIMATE HEERY I TCCO I VGA DCD.04000 1 100% CONSTRUCTION DOCUMENTS DCD.04010 1 100% CD REVIEW / ESTIMATE - HEERY I TCCO / VGA DCD.00120 1 EARLY M -E -P BACKBONE PACKAGE 1 DCD.00140 1 EARLY FOUNDATION PACKAGE IDCD.06000 1 ISSUE GMP DOCUMENTS CONTRACTING EARLY BID PACKAGE - BOILERS & COOLING TOWERS CB1.02010 1 BID PERIOD - BID PACKAGE #1 ICB1.03020 1 PREPARE CCO #1 CBI.01300 1 OWNER REVIEW & APPROVAL Start Date Finish Dale Data Date Run Date 1 7 1 1 PHASE 1 CONSTRUCTION START PHASE 1 DURATION TO S.C.(CAL DAYS) PHASE 1 TEST & BALANCE I COMMISSIONING PHASE 1 SUBSTANTIAL COMPLETION PHASE 1 FINAL PUNCH 0 Primavera Systems, Inc. Activity Orig Rem Early Early Description Dur Dur Start Finish 20MAR12 02DEC14 10JAN13 10JAN13 17:57 3 12 7 32 15 20 5 20 0 0 0 16OCT12A 30NOV12A 30NOV12A 14FEB13 Early Bar Progress Bar Critical AcINiy 10FEB14 10FEB14 10FEB14 24FEB14 03NOV14 03NOV14 03NOV14 02DEC14 28MAR12A 04APR12A 25APR12A 15JUN12A 06JUL12A 18SEP12A ISOCT12A 29NOV12A 17JAN13 13FEB13 04MAR13 14AUG12A 11DEC12A 13FEB13 15AUG12A 02OCT12A 03OCT12A 15OCT12A 16OCT12A 27NOV12A AUGM 'e. PHASE 1 DURATION TO S.C.(CAL DAYS) PHASE 1 TEST & BALANCE /'. COMMISSIONING *PHASE 1 SUBSTANTIAL COMPLETION PHASE I FINAL PUNCH I I I PEB _MAR_ APR. 1 MAY I 1 JUN_ UN_ _ 2 -1 _ 1 2 JAN FEB MAR *PHASE 1 CONSTRUCTION START *PHASE 2 CONSTRUCTION START 'I I.. *ISSUE GMP DOCUMENTS AUGUSTA MUNICIPAL BUILDING TURNER INTERIORS PHASING SCHEDULE AUG FSEP �S1CL _5_ I 6 I 7 II1W0% CD REVIEW / ESTIMATE - HEERY I TCCO / VGA 100% CONSTRUCTION DOCUMENTS 100% CD REVIEW! ESTIMATE HEERY I TCCO VGA JAN VEE9 - MA R�PB —MAY .. J JU},. AUSz_ SE 1U I _L_ 12_ . 13 14 15 16 _IL � PHASE 2 PHASE 2 TEST & BALANCE / COMMISSIONII PHASE 2 SUBSTANTIAL COMPLETIO» OCT_ NO DF 20 OVERALL PHASE 2 FINAL PUNCeilli A RR 1 Ninv JUN I AL_ _A SE _ OGT NOV JAN f MAR_ _ _APR_ M A- �.t_SIN.J_ JUL E_.1_ EP__L_OG.T_L_ISM .0 1 Activity ID Cal ID Activity Description Orig Dur Rem Dur Early Stag Early Finish 2tIJAN13` I AP11 M J-1 + r+ JUL 4 ) ALL OCT NOV DEC 9 JA N EB- APR MAY JUL. AUG_ SEP 17 1R _OCS�1_ON 19 I -_MFG 12 13 __JUN__ 14 1`4_ 18 20_____i -2 _ . _ __ 2 1 t . T f #1 EX CCO#1) AWAR BID PACKAGE (EXECUTE C 5 _SEA I _7 F 8 CB7.01040 _ --- EARLY BID CB2 01310 1 PACKAGE 1 AWARD BID PACKAGE #1 (EXECUTE CCO #1 ( ) E C - FOUNDATIONS BID PERIOD BID PACKAGE #2 0 20 2 10 0 20 10 0 10 0 0 20 10 0 -- 3 2 10 0 20 - — 12DEC12A 15JAN13 17JAN13 14FEB13 - - - -- 14JAN13 16JAN13 30JAN13 13MAR13 BID PERIOd -BID PACKAGE #2 1PREPARECCO#2 & APPROVAL +AWARDED ACKAGE #2 (EXECUTE ICO#2) III T CB2.01120 I 1 1 PACKAGE P —. 1 1 1 PACKAGE 1 1 PREPARE CCO#2 _ - -- ICB2.01150 EARLY BID CB3.01310 CB3.01140 t CB3.01150 EARLY BID AWARD BID PACKAGE A (EXECUTE CCO#2( AWKAGE BID PERIOD - BID PACKAGE #3 BID PERIOD � BID PACKAGE #3 ' !PREPARE OWNER REVIEW & APPROVAL AWARD BID PACKAGE A3 (EXECUTE CCO#3) If 1 i 10 0 10 20 20 10 03APR13 03APR13 13MAR13 OWNER REVIEW &APPROVAL 21MAR13 14MAR13 14FEB13 28MAR13 AWARD BID PACKAGE #3 (EXECUTE CCO#3) 4 ;. BIDPRE lOD - ID PACKAGE #4 4 REVIEW *AWARD BID PACKAGE #4 BID ERIODOD - FINAL BID PACKAGE BI I DPRE GMP - I *PRESET GMV OWNER REVIEW &APPROVAL L ®FINAL GMP (EXECUTE CC 11 - .01110 I- CB4.01140 FINAL GMP CBG.02020 PREPARE PERIOD - I PACKAGE #4 AWARD BID PACKAGE #4 (EXECUTE CCO#4) BID PERIOD - FINAL BID PACKAGE 14FEB13 14MAR13 28MAR13 7 1 1 3 2 3 2 1 1 I CBG.01230 1 PREPARE GMP -_ 0 _____ CBG.01240 1 10 10 OWNER REVIEW & APPROVAL CBG.01260 PERMITTING P..02000 1 1 FINAL GMP FOUNDATION PERMIT REVIEW 0 30 0 30 10JAN13 10APR13 20FEB13 UNDAT BTAIN *OBTAIN 1 ON PERMIT REVIEW . FOUNDATION PERMIT ; PERMIT REVIEW BuaDNG PERMIT 1 1 1 I P. -02010 1 OBTAIN FOUNDATION PERMIT 0 0 20FEB13 i P-04000 1 1 ENGINEERING 1 1 BUILDING PERMIT 0 10 20 14FEB13 2 3 1 ! 1 3 P..04010 CRITICAL EARLY BID �A61.01510 [AB7.01520 lAB1.01540 - --- - OBTAIN BUILDING PERMIT & PROCUREMENT PACKAGE O BOILERS E sHo Dw COOLING TOWERS PREPARE SHOP DWGS REVIEW & APPR V 0 10 1 0 29JAN13 29JAN PARES REVIEOP M DWGS ' W &APPROVE SHOP DWGS FAB & DELIVER BOILERS FAB & DELIVER COOLING TOWERS', I I , I 1 FAB & DELIVER BOILERS 25 25 12MAR13 15APR13 AB1.01530 EA RLY AB2.01120 AB EARLY BID A63.01140 1 P I - 1 PACKAGE 1 FAB &DELIVER COOLING TOWERS O __—__.__ P PREPARE PILE FOUNDATIONS DWGS REVIEW & APPROVE PILE SHOP DWGS DELIVER STRUCTURE PREPARE STEEL STEE EL SHOP DWGS 25 10 10 5 20 25 10 10 5 5 20 12MAR13 --- 31JAN13 1 3 I PARE P EVIEW FAB &DELIVER LE SHOP DWGS & PILE SHOP DWG PILE REBAR '. , .... . I J 14FEB13 28FEB73 04APR13 I 0 3 01MAY13 I-- r I PREPARE STEEL SHOP DWGS REVIEW & FAB & DELIVER STRUCTURAL STEEL '. , T I II ; rAB3.01160 EARLY BID AB4.02000 REVIEW 27MUN73 15MAY13 1 PACKAGE 1 FAB DELIVER STRUCTURAL STEEL - ELEVATORS PREPARE SHOP DWGS 30 15 30 15 16MAY13 25APR13 -.__ 1 l ' PREPARE SHOP DWGS [1 REVIEW & APPROVE SHOP DWGS !, i u a -x. "s s 4 N ,,. �.. w :%' FAB & DELIVER ELEVATORS AB4.03000 1 REVIEW & APPROVE SHOP DWGS 10 10 16MAY13 30MAY13 AB4.04000 1 FAB & DELIVER ELEVATORS 60 60 31MAY13 23AUG13 Start Date Finish Date Data Date Run Date © Primavera Systems, Inc. 20MAR12 02DEC14 10JAN13 10JAN13 17:57 Early Bar Progress Bar Critical Activity AUGM JA EB � T _AP AUGUSTA MUNICIPAL BUILDING TURNER INTERIORS PHASING SCHEDULE 2 3 JI 4__ - -1; 6— .� a MAY JUN 1 __JUL__ AUG _SEP l QC V DEC —D_ 2013 Sheen 2 et 5 JAN DEBJ MAR_ P_ _MAL JU141 16 ti �9 O JUL__AU S EP OC_T N_0 2014 Turner Inferio ONSTRUCTION PHASE I - BUILDING / ELEVATOR TOWER ADDITION SITEWORK Cal ID Orig Dur Rem Our Early Start 1SI.02200 3 MOBILIZATION 1SI.02330 3 INSTALL FENCING I ENTRIES I EROSION CONTROL 11SI.02210 3 SITE DEMO / ROUGH GRADING ',131.02220 3 BSMT EXCAVATION I UNDERCUTTING I SHORING 20 1SI.02230 3 SITE UTILITIES 30 1SI.02240 3 SITE CONCRETE /ASPHALT /LANDSCAPE 15 FOUNDATIONS I SLAB ON GRADE 1FN.03080 3 TEST PILE 1 FN.03010 3 INSTALL BSMT AUGER CAST PILES 1FN.03020 3 BSMT PILE CAPS & GRADE BEAMS 1FN.03060 3 INSTALL 1 FL AUGER CAST PILES 1FN.03070 3 1FL PILE CAPS & GRADE BEAMS 1FN.03050 3 BACKFILL / POUR BSMT S.O.G. 1FN.03090 3 SAWCUT BSMT WALL OPENING 1FN.01520 3 LOAD BOILERS j 1 FN.03030 3 ELEVATOR PIT I WALLS TO 1 FL 1FN.03040 3 WATERPROOF & BACKFILL WALLS IFN.03150 3 CMU WALLS TO 1 FL SLAB -ON -GRADE 1FN.03140 3 BACKFILL I ROUGH -IN I POUR SLAB -ON -GRADE STRUCTURE I I 1ST.03140 1 EXTERIOR WALL DEMO MOCK -UP 1 137.03120 3 DEMO EXISTING BLDG AT SHAFT I SAWCUT OPENINGS 7 IST.03080 3 FORM & POUR SHAFT WALLS TO 4FL 10 IST.03090 3 ERECT STEEL I DECKING - 1FL -4FL LANDINGS 7 1ST.03100 3 ERECT REMAINING TOWER STEEL / DECKING 15 1 ST.03130 3 POUR LANDING SLABS 12 1ST.03110 3 DEMO EXISTING BLDG EXTERIOR I SAWCUT OPENINGS 15 1 ST.03040 3 ERECT BLDG STEEL / JOISTS I DECKING 15 EXTERIOR I ROOFING 1EX.07010 3 TOWER INSULATION / BUILT -UP ROOFING 1EX.09020 3 TOWER EXTERIOR FRAMING / INSULATION / SHEATHING 1EX.08010 3 INSTALL TOWER WINDOWS! CURTAINWALL / STOREFRONT �1 EX.05020 3 INSTALL TOWER METAL PANELS I SCREENS 11 EX.05040 3 INSTALL BLDG CANOPY / METAL ROOFING I IEX.04010 3 BLDG EXTERIOR CMU WALLS 1EX.09030 3 BLDG EXTERIOR FRAMING / INSULATION I SHEATHING 1 EX.04030 3 BLDG GRANITE I STONE VENEER i 1EX.07020 3 BLDG INSULATION I BUILT -UP ROOFING 1EX.08020 3 INSTALL BLDG WINDOWS / CURTAINWALL /STOREFRONT '1 EX.05030 3 INSTALL BLDG METAL PANELS 1EX.15030 3 SET AHUS ON ROOF ELEVATOR TOWER BUILDOUT IVT.13020 1 PIT WORK 1 1 VT.13010 1 STACK RAILS 1VT.13030 1 SET EQUIPMENT Shit Date Finish Dale Data Dale Run Date Activity ID ® Primavera Systems, Inc. Activity Description 20MAR12 02DEC14 10JAN13 10JAN1317:57 7 7 02AUG13 12AUG13 15 15 02AUG13 23AUG13 15 15 26AUG13 19SEP13 20 20 26AUG13 28SEP13 4 4 21OCT13 24OCT13 13 13 21OCT13 08NOV13 15 15 23OCT13 14NOV13 12 12 28OCT13 14NOV13 15 15 31OCT13 22NOV13 10 10 05NOV13 19NOV13 8 8 12NOV13 22NOV13 15 15 25NOV13 17DEC13 20 10 5 11MAR13 18MAR13 3 14MAR13 18MAR13 6 19MAR13 26MAR13 20 28MAR13 26APR13 30 17JUN13 01AUG13 15 15NOV13 10DEC13 5 7 10 7 15 12 15 15 5 20 10 12APR13 29APR13 09MAY13 09MAY13 20MAY13 21MAY13 23MAY13 28MAY13 31MAY13 10JUN13 02AUG13 06AUG13 04FEB13' 10JUN13 10JUN13 28JUN13 10JUL13 18JUL13 04SEP13 27SEP13 13AUG13 20AUG13 18SEP13 Early Bar Progress Bar Critical ACIMI0 Early Finish 19APR13 08MAY13 20MAY13 28MAY13 04JUN13 22MAY13 24MAY13 30MAY13 07JUN13 14JUN13 07AUG13 12AUG13 08FEB13 19JUN13 24JUN13 09JUL13 01AUG13 05AUG13 28SEP13 18OCT13 19AUG13 17SEP13 01OCT13 AUGM J 6 1 p.R MAY JU d_ BEXTF,RIOR WALL DEMO MOCK -UP DEMO EXISTING BLDG AT SHAFT! SAWCIf T OPEN 4FL ® RECT SR SHAFT WALLS TO NG - 1FL -4FL LANDING ORERECE REMAINING TOWER STEEL / DEKING C POUR LANDIN I TSTEEL /DECK G SLABS CUT OPSNINGS TOWER INSULATION! BUILT-UP ROOFING WIIIITOWER EXTERIOR FRAM NG I INSULATION I SHEATHING INSTALL FENCING! ENTRIES / EROSION CONTROL SITE DEMO I ROUGH GRADING BSMT EXCAVATION I UNDERCUTTING I SHORING SITE UTILITIES I I ITE CONCRETE! ASPHALT /LANDSCAPE I1 TEST PILE i 1 INSTALL BSMT AUGER CAST PILES [/]BSMT PILE CAPS 8 GRADE BEAMS :__ !INSTALL 1 FL AUGER CAST PILES E11FL PILE CAPS & GRADE BEAMS ]BACKFILL / POUR BSMT S.O.G. IISAWCUT BSMT WALL OPENING (jLOAD BOILERS I ]ELEVATOR PIT / WALLS TO 1 FL I1WATERPROOF & BACKFILL WALLS f CMU WALLS TO 1 FL SLAB -ON -GRADE ®BACKFILL / ROUGH -IN I POUR SLAB -ON -GRADE T 3 L JA ES MAR_ _APR I MAY 3 4 JUN JUL AUGUSTA MUNICIPAL BUILDING TURNER INTERIORS PHASING SCHEDULE SG S E P INSTALL TOWER WINDOWS I CURTAINWALL I STOREFRONT 1111111111INSTALL TOWER METAL PANELS I SCREENS ®INSTALL BLDG CANOPY ;METAL ROOFING ......_ �BLD EXTER OR CMt�1 tt WALLS �BL G EXTERIOR FRAMING( INSULATION I SHEATHING BLDG GRANITE I STONE VENEER BLDG INSULATION I BUILT -UP ROOFING INSTALL BLDG WINDOWS! CURTAINWALL / STOREFRONT STALL BLDG METAL PANELS SE} AHUS ON ROOF 1BPIT WORK STACK RAILS I SET EQUIPMENT L AILG 1 SEP C1 NOV E_C_ _JAN APR ( MAY J_ UUILI JILL - A1G.. Sheet3 of 5 NGS 11 MAR 12 1! _MAY U J 113 S18 19 9 NOV LDI _14 I 15 16 17 18 19 20 I Turner Interior 1 .SEP O�fT Activity Cal Activity ID ID Description IIVT.13040 1 BUILD I INSTALL CABS & ADJUST L VT.15050 1 M -E -P -S OVERHEAD R/I - ELEVATOR LOBBIES 1 VT.09060 1 PARTITIONS & CEILINGS - ELEVATOR LOBBIES 1VT.09070 1 FINISHES IN ELEVATOR LOBBIES I DOORS & HARDWARE 1 VT.15060 1 M -E -P -S FIXTURES & TRIM - ELEVATOR LOBBIES ADDITION BUILDOUT '1X7.15520 1 M-E-P-S OVERHEAD RII 11XT.09780 1 WALL & CEILING FRAMING 1XT.01540 1 MEP -S IN -WALL & CEILING RII 1XT.09640 1 HANG WALLS & CEILINGS I TAPE & FINISH 1 XT.09630 1 INSTALL CEILING GRID 1X7.09400 1 WALL & CEILING FINISHES 1X7.09460 1 TERRAZZO I FINISH FLOORING 1X7.09390 1 ACT INSTALL 1X7.07370 1 DOORS & HARDWARE 1XT.16670 1 M-E-P-S FIXTURES & TRIM 1X7.01410 1 CLEAN & SUB PUNCH 1X7.09020 1 F,F & E VERTICAL 2V2.01110 1 DEMO ELEVATORS FIRST FLOOR 201.01030 1 RELOCATE OFFICES 201.01010 1 INSTALL TEMP WALLS TO ELEVATORS 201.01020 1 DEMO /ABATEMENT 201.01060 1 BUILDOUT 201.01080 1 DEMO FRONT ENTRANCE / INSTALL TEMP WALL 1201.01040 1 INSTALL GRAND STAIR / NEW CURTAINWALL 1201.01070 1 DEMO ELEVATOR WALLS I INFILL SLAB 1201.01100 1 DEMO / BUILDOUT LOBBY AREA SECOND FLOOR 202.01030 1 RELOCATE OFFICES 202.01010 1 INSTALL TEMP ENCLOSURE OVER ENTRANCE 202.01020 1 DEMO / ABATEMENT 202.01060 1 BUILDOUT 202.01040 1 DEMO ELEVATOR WALLS / INFILL SLAB 202.01100 1 BUILDOUT LOBBY AREA / BATHS Step Date Finish Date Data Date Run Date © Primavera Systems, Inc. 20MAR12 02DEC14 10JAN13 10JAN13 17:57 Orig Rem Early Early Dur Dur Start Finish 15 15 02OCT13 22OCT13 10 10 16OCT13 29OCT13 15 15 230CT13 12NOV13 15 15 01NOV13 21NOV13 10 10 12NOV13 25NOV13 20 20 31OCT13 27NOV13 25 25 31OCT13 05DEC13 20 20 14NOV13 12DEC13 15 15 29NOV13 19DEC13 7 7 20DEC13 31DEC13 10 10 20DEC13 06JAN14 10 10 07JAN14 20JAN14 4 4 21JAN14 24JAN14 5 5 21JAN14 27JAN14 7 7 21JAN14 29JAN14 30JAN14 04FEB14 05FEB14 10FEB14 PHASE 2 - BUILDING RENOVATIONS I MODERNIZATIONS 60 60 I 05FEB14 29APR14 5 04APR13 10APR13 2 2 11APR13 12APR13 30 30 15APR13 24MAY13 80 80 28MAY13 18SEP13 5 5 05FEB14 11FEB14 20 20 12FEB14 11MAR14 12 12 30APR14 15MAY14 35 35 07MAY14 25JUN14 5 5 04APR13 10APR13 2 2 11APR13 12APR13 30 30 28MAY13 09JUL13 80 80 10JUL13 30OCT13 12 12 16MAY14 03JUN14 35 35 23MAY14 14JUL14 THIRD FL OOR 203.01030 1 RELOCATE WEST OFFICES 5 5 28JUN13 05JUL13 203.01010 1 INSTALL TEMP WALL WEST OF BATHS 2 2 06JUL13 09JUL13 203.01020 1 DEMO /ABATEMENT 5 5 10JUL13 16JUL13 203.01070 1 INFILL WEST SLAB 10 10 17JUL13 30JUL13 203.01060 1 BUILDOUT 10 10 31JUL13 13AUG13 X203.01110 1 TEMP WALL I DEMO WEST OF ELEVATORS 5 5 20NOV13* 26NOV13 203.01040 1 TEMP WALLS FOR ACCESS TO NEW ELEVATORS - WEST 2 2 27NOV13 29NOV13 203.01050 1 DEMO ELEVATOR WALLS & EAST SIDE I SLAB INFILL 10 10 04JUN14 17JUN14 203.01100 1 BUILDOUT LOBBY AREA / BATHS - EAST 20 20 11JUN14 09JUL14 203.01120 1 RELOCATE TEMP WALLS TO NEW ELEVATORS 2 2 10JUL14 11JUL14 1 203.01090 1 BUILDOUT LOBBY AREA I BATHS - WEST 20 20 14JUL14 08AUG14 Progress Der Critical Activity AUGM JAN t -2 - FEB MAY I J314 EIRELOCATE OFFICES °INSTALL TEMP WALLS TO ELEVATORS DEMO /ABATEMENT ( RELOCATE OFFICES °INSTALL TEMP ENCLOSURE OVER ENTRANCE DEMO / ABATEMENT ° APR MAY JUN -JUL AUG 20 3 AUGUSTA MUNICIPAL BUILDING TURNER INTERIORS PHASING SCHEDULE 1 ' RELOCATE WEST OFFICES °INSTALL TEMP WALL WEST OF BATHS DEMO /ABATEMENT NFILL WEST SLAB BUILDOUT SE OCT _L. f NM DEC _JAN PM__ _MAR ( APR MKNIT JUN�J_U_L_�SLG�EP OC _NOV.. 1_ 7 8 It_ 11_ At 15_14 15 10 17 18 19 � TOR LOBBIES BUILD / INSTALL ABS & JUST M -E -P•S OVERHEAD WI I ELEVATOR PARTITIONS & CEILINGS - E LEVATOR LOBBIES FINISHES N ELEVATOR LOBBIES I DOORS & HARDWARE M -E -P -S FIXTURES & TRIM - ELEVATOR LOBBIES Street 4 of -E -P -S OVERHEAD Rll =, INIMIOWALL & CEILING FRAMING IIIIIIM -E -P -S IN -WALL & CEILING WI INEHANG WALLS & CEILINGS/ TAPE & FINISH INSTALL CEILING GRID WALL & CEILING FINISHES IIIIITERRAZZO I FINISH FLOORING ®ACT INSTALL DOORS ,& HARDWARE __... 111M-E -P -S FIXTURES & TRIM .... , , ■CLEA & SUB,PUNCH F,F $ E DEMO ELEVATORS I BUILDOUT ®DEMO FRONT ENTRANCE 1 INSTALL TEMP WALL INSTALL GRAND STAIR / NEW CURTAINWALL DEMO ELEVATOR WALLS I INFILL SLAB I I Ix... F DEMO! BUILDOUT LOBBY AREA 1 SEEE 8 9 S2LLLNOV DEC IIIIIDEMO ELEVATOR WALLS I INFILL SLAB BUILDOUT LOBBY AREA BATHS � ELEVATORS M1fEMPW LL /DEMO WEST OF ! 1{TEMP WALLS FOR ACCESS TO NEW ELEVATORS - WEST � DEMO ELEVATOR WALLS & EAST SIDE / SLAB INFI® ' BUILDOUT LOBBY AREA / BATHS - EAS RELOCATE TEMP WALLS TO NEW ELEVATOR j 1 - BUILDOUT LOBBY AREA BATHS -WE JAN_ E _L_MAR APR_T LNAY J L �UL- LAl�LG 201 10 __2._ 20 SEP OEL NOV Turner Interio Activity Cal Activity Orig ID ID Description Our FOURTH FLOOR 204.01110 1 TEMP WALL / DEMO WEST OF ELEVATORS 5 204.01040 1 TEMP WALLS FOR ACCESS TO NEW ELEVATORS - WEST 2 204.01050 1 DEMO ELEVATOR WALLS & EAST SIDE I SLAB INFILL 10 204.01100 1 BUILDOUT LOBBY AREA I BATHS - EAST 20 1204.01120 1 RELOCATE TEMP WALLS TO NEW ELEVATORS 2 204.01090 1 BUILDOUT LOBBY AREA I BATHS - WEST 20 FIFTH FLOOR 205.01110 1 TEMP WALL I DEMO WEST OF ELEVATORS 205.01040 1 TEMP WALLS FOR ACCESS TO NEW ELEVATORS - WEST 205.01050 1 DEMO ELEVATOR WALLS & EAST SIDE / SLAB INFILL 205.01100 1 BUILDOUT LOBBY AREA I BATHS - EAST 205.01120 1 RELOCATE TEMP WALLS TO NEW ELEVATORS 205.01090 1 BUILDOUT LOBBY AREA I BATHS - WEST SIXTH FLOOR 206.01110 1 TEMP WALL / DEMO WEST OF ELEVATORS 206.01040 1 TEMP WALLS FOR ACCESS TO NEW ELEVATORS - WEST 2 206.01050 1 DEMO ELEVATOR WALLS & EAST SIDE / SLAB INFILL 10 208.01100 1 BUILDOUT LOBBY AREA I BATHS - EAST 20 206.01120 1 RELOCATE TEMP WALLS TO NEW ELEVATORS 2 206.01090 1 BUILDOUT LOBBY AREA I BATHS - WEST 20 SEVENTH FLOOR 207.01110 1 TEMP WALL I DEMO WEST OF ELEVATORS 5 1207.01040 1 TEMP WALLS FOR ACCESS TO NEW ELEVATORS - WEST 2 207.01050 1 DEMO ELEVATOR WALLS & EAST SIDE / SLAB INFILL 207.01100 1 BUILDOUT LOBBY AREA / BATHS - EAST Start Date Finish Date Data Date Run Date El Primavera Systems, Inc. 20MAR12 02DEC14 10JAN13 10JAN13 17:57 10 20 2 20 10 207.01120 1 RELOCATE TEMP WALLS TO NEW ELEVATORS 207.01090 1 BUILDOUT LOBBY AREA I BATHS - WEST EIGHTH FLOOR 208.01110 1 TEMP WALL I DEMO WEST OF ELEVATORS 208.01040. 1 TEMP WALLS FOR ACCESS TO NEW ELEVATORS - WEST 208.01050 1 DEMO ELEVATOR WALLS & EAST SIDE / SLAB INFILL 208.01100 1 BUILDOUT LOBBY AREA / BATHS - EAST 208.01120 1 RELOCATE TEMP WALLS TO NEW ELEVATORS 208.01090 1 BUILDOUT LOBBY AREA! BATHS - WEST NINTH FLOOR 209.01110 1 TEMP WALL/ DEMO WEST OF ELEVATORS 209.01040 1 TEMP WALLS FOR ACCESS TO NEW ELEVATORS - WEST 2 209.01050 1 DEMO ELEVATOR WALLS & EAST SIDE! SLAB INFILL 10 209.01100 1 BUILDOUT LOBBY AREA! BATHS - EAST 20 209.01120 1 RELOCATE TEMP WALLS TO NEW ELEVATORS 2 209.01090 1 BUILDOUT LOBBY AREA / BATHS - WEST 20 Rem" Early Dur Start 5 2 10 20 2 20 10 20 2 20 10 20 2 20 2 10 5 27DEC13 06JAN14 14AUG14 21AUG14 19SEP14 23SEP14 5 2 10 20 2 20 27NOV13 04DEC13 05DEC13 06DEC13 18JUN14 01JUL14 25JUN14 23JUL14 24JUL14 25JUL14 28JUL14 22AUG14 05DEC13 11DEC13 12DEC13 13DEC13 02JUL14 16JUL14 10JUL14 06AUG14 07AUG14 08AUG14 11AUG14 08SEP14 12DEC13 19DEC13 17JUL14 24JUL14 21AUG14 25AUG14 19DEC13 27DEC13 31JUL14 07AUG14 05SEP14 09SEP14 Early Bar Ainignill Progress Bar Critical Activity 16DEC13 20DEC13 30JUL14 20AUG14 22AUG14 22SEP14 26DEC13 30DEC13 13AUG14 04SEP14 08SEP14 06OCT14 03JAN14 07JAN14 27AUG14 18SEP14 22SEP14 20OCT14 06JAN14 10JAN14 13JAN14 14JAN14 28AUG14 11SEP14 05SEP14 02OCT14 030CT14 08OCT14 07OCT14 03NOV14 AUGM JAN_ r FEBLMAA APR J MAY JUN _JUL I AUG 2013 AUGUSTA MUNICIPAL BUILDING TURNER INTERIORS PHASING SCHEDULE O II � e _SEP I .0S _NOV_ Sheet S of DEC X MART AP6- MA J � UL 17 Q O 0 NDV� `EMO WEST OF 11!I - 12 14 1S 17 18 19 --711 � ELEVATORS OR ACCESS TO NEW ELEVATORS - WEST DEMO I)R WALLS & EAST SIDE I SLAB INFI - RELOCATE UILDOUT LOBB� AREA f BATHS - I ATE TEMP WALLS TO NEW ELEVATOI� BUILDOUT LOBBY AREA! BATHS - WE OTEMP WALL / DEMO WEST OF ELEVATORS li ITEM! WALLS FOR ACCESS TO NEW ELEVATORS - WEST DEMO ELEVATOR WALLS & EAST SIDE / SLAB INFI - BUILDOUT LOBBY AREA I BATHS - EA I RELOCATE TEMP WALLS TO NEW ELEVATORS BUILDOUT LOBBY AREA! BATHS - W EITE1P WALL I DEMO WEST OF ELEVATORS [ I (TEMP WALLS FOR ACCESS TO NEW ELEVATORS - WEST DEMO ELEVATOR WALLS & EAST SIDE, SLAB INFI® BUILDOUT LOBBY AREA! BATHS - EA RELOCATE TEMP WALLS TO NEW ELEVATORS BUILDOUT LOBBY AREA! BATHS TEMP WILL /DE MEC 1TEMV WALL/ DEMO WEST OF ELEVATORS 10 JAN_. IELLMAR APR 201 ,I I IITEMP WALLS FOR ACCESS TO.NEW E - WERT DEMO ELEVATOR WALLS A EAST SIDE / SLAB INFI BUILDOUT LOBBY AREA! BATHS -E RELOCATE TEMP WALLS TO NEW ELEVATOR BUILDOUT LOBBY AREA I BATHS - WE V, TEMP 1�VALL /DEMO WEST OF ELEVATORS !TEMP WALLS FOR ACCESS TO NEW ELEVATORS - WEST EMO ELEVATOR WALLS & EAST SIDE / SLAB INFI ® ' , . BUILDOUT LOBB AREA I BATHSI- RELOCATE TEMP WALLS TO NEW ELEVATOR BUILDOUT LOBBY AREA! BATHS'- WE (TEMP WALLS FOR ACCESS TO NEW ELEVATORS - WEST DEMO ELEVATOR WALLS & EAST SIDE I SLAB INFI BUILDOUT LOBBY AREA! BATHS - EA E TEMP WALLS TO NEW ELEVATO BUILDOUT . I RELOCATE LOBBY ARRAI BATHS MPI Y r U 15 16 N JUL T 17_ MA �lUUL UG _18 1 1S r� S €P aCT__L NO Turner = interic Turner E Interiors Augusta Municipal Building Renovation & Modernization Project Project No. 120360 January 16, 2013 Bid Package #02 — Site Work & Auger Cast Piles Exhibit J — Intended Trade Contractors 2A — Site Work * *Civil Site Services $567,574.00 Contractors South $601,366.00 Pave -Way of Augusta $749,575.00 Tri-State Unresponsive Southern Site Design Declined to Bid 2B — Auger Cast Piles * *Berkel $224,946.00 American Deep Foundation $230,196.00 L.G. Barcus & Sons $263,031.00 ABE Enterprises $369,796.00 HJ Foundation Declined to Bid