SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 11 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A6340 211300 - Fire Suppression Sprinkler System 15 364 06-Aug-22 20-Aug-22A6400 261219 - Medium Voltage Transformer 15 200 06-Aug-22 20-Aug-22A6410 262300 - Low Voltage Switchgear 15 200 06-Aug-22 20-Aug-22A6420 262423 - 600 Volt Motor Control Centers (MCC) 15 200 06-Aug-22 20-Aug-22A6430 262924 - Variable Frequency Drives (VFD) 15 232 06-Aug-22 20-Aug-22A6760 431613 - Odor Control Dampers 15 3 06-Aug-22 20-Aug-22A6850 464121 - Pump Mixing Equipment 15 3 06-Aug-22 20-Aug-22A18190 133419 - Metal Building Systems 15 478 06-Aug-22 20-Aug-22A18910 333213.13 - Package Storm Water Pump Station 15 472 06-Aug-22 20-Aug-22A19500 431232 - Compressed Air Equipment - Base Mounted Compressors 15 479 06-Aug-22 20-Aug-22A19510 432313 - Horizontal Recessed Impeller Centrifugal Pumps 15 427 06-Aug-22 20-Aug-22A19520 432313.17 - Vertical End Suction Centrifugal Pumps 15 427 06-Aug-22 20-Aug-22A8440 331623 - Wrapped Prestressed Concrete Tank - CIP Concrete Walls 30 24 21-Aug-22 19-Sep-22A16500 283119 - Fire Protection and Signaling System 30 334 21-Aug-22 19-Sep-22A8560 406200 - Computer System Hardware 30 252 20-Sep-22 19-Oct-22A10450 406816 - Computer System Software 30 252 20-Sep-22 19-Oct-22A16420 260000 - Pre-Engineered Electrical Building 30 129 20-Sep-22 19-Oct-22A12870 260000 - Short Circuit Study 15 607 05-Oct-22 19-Oct-22A6830 460906 - Live Bottom Bins 15 0 10-Oct-22 24-Oct-22A6710 411213.36 - Screw Conveyors 15 198 25-Oct-22 08-Nov-22 Re-Submittal Submit/Review 155 742 22-Jun-22 23-Nov-22
A5600 400533.11 - HDPE Pipe 15 229 22-Jun-22 06-Jul-22A5620 330507.13 - Horizontal Directional Drilling 15 259 22-Jun-22 06-Jul-22A6120 013543 - Hazardous Material Plan (Contaminated Soils, Etc.) 15 79 22-Jun-22 06-Jul-22A6870 033000 - Cast In Place Concrete 15 49 22-Jun-22 06-Jul-22A6880 031100 - Formwork and Misc. Materials 15 34 22-Jun-22 06-Jul-22A6900 032000 - Concrete Reinforcement - Dewatering Building 15 19 22-Jun-22 06-Jul-22A6910 032000 - Concrete Reinforcement - Cake Loadout Building 15 143 22-Jun-22 06-Jul-22A6920 040000 - Masonry 15 384 22-Jun-22 06-Jul-22A6930 055213.2 - Handrail 15 471 22-Jun-22 06-Jul-22A6960 055013 - Structural Steel - Stairs 15 317 22-Jun-22 06-Jul-22A6970 055013 - Structural Steel - Misc. 15 277 22-Jun-22 06-Jul-22A6980 053100 - Structural Steel - Roof Joist and Decking 15 414 22-Jun-22 06-Jul-22A6990 081113 - Hollow Metal Doors and Frames 15 125 22-Jun-22 06-Jul-22A7000 083323/083323.13 - Overhead Coiling and Rapid Coiling Doors 15 63 22-Jun-22 06-Jul-22A7010 088000/088113/088813 - Glazing/Decorative Glass Glazing/Fire-Rated Glazing 15 125 22-Jun-22 06-Jul-22A7020 086300 - Metal Framed Skylights 15 659 22-Jun-22 06-Jul-22A7030 080000 - Floor Hatches 15 109 22-Jun-22 06-Jul-22A7040 099113/099123 - Exterior/Interior Paint 15 513 22-Jun-22 06-Jul-22A7050 099611 - Protective Coatings 15 543 22-Jun-22 06-Jul-22A7060 120000 - Specialties (Furniture) 15 852 22-Jun-22 06-Jul-22A7080 221119 - Backflow Preventers 15 721 22-Jun-22 06-Jul-22A7090 220000 - Plumbing 15 822 22-Jun-22 06-Jul-22A7170 260000 - Conductors and Cable 15 584 22-Jun-22 06-Jul-22A7180 260000 - Raceways and Conduit (Phase II) 15 360 22-Jun-22 06-Jul-22A7190 260000 - Grounding and Bonding 15 35 22-Jun-22 06-Jul-22A7200 260000 - Lighting 15 528 22-Jun-22 06-Jul-22A7210 260000 - Control Panels 15 63 22-Jun-22 06-Jul-22A7220 321216 - Asphalt Paving 15 809 22-Jun-22 06-Jul-22A7240 400517 - Copper Pipe 15 488 22-Jun-22 06-Jul-22A7250 400517.13 - Pipe Supports 15 398 22-Jun-22 06-Jul-22A7260 400519 - Ductile Iron Pipe 15 7 22-Jun-22 06-Jul-22A7270 400523 - Stainless Steel Pipe 15 428 22-Jun-22 06-Jul-22A7280 400531.16 - PVC Sewer Pipe 15 458 22-Jun-22 06-Jul-22A7290 400536.11 - FRP Pipe 15 428 22-Jun-22 06-Jul-22A7300 400557 - Valve Actuators 15 63 22-Jun-22 06-Jul-22A7310 400561.23 - Resilient Seated Gate Valves 15 428 22-Jun-22 06-Jul-22A7330 400562.16 - Eccentric Plug Valves 15 428 22-Jun-22 06-Jul-22A7340 400563.53 - Ball Valves 15 458 22-Jun-22 06-Jul-22A7350 400564.22 - Butterfly Valves 15 428 22-Jun-22 06-Jul-22A7360 400568 - Check Valves 15 428 22-Jun-22 06-Jul-22A7370 409400 - Programmable Logic Controllers 15 350 22-Jun-22 06-Jul-22A7380 406633 - Metallic Communication Cable and Connectors 15 440 22-Jun-22 06-Jul-22A7390 406313 - Distributed Control System 15 440 22-Jun-22 06-Jul-22A12910 314516 - Ground Improvements (Densification) (Sludge Storage Tank Site) 15 91 22-Jun-22 06-Jul-22A7960 400533.11 - HDPE Pipe - Underslab Material 15 1 22-Jun-22 06-Jul-22A16350 055000 - Structural Steel - Wall Panels and Supports 15 348 22-Jun-22 06-Jul-22A16390 133423 - Guard Booth with Restroom 15 607 22-Jun-22 06-Jul-22A16970 033013/033500/033900 - Concrete Accessories 15 49 22-Jun-22 06-Jul-22A17010 036000 - Grouting 15 680 22-Jun-22 06-Jul-22A17450 061053/061600 - Misc Rough Carpentry and Sheathing 15 651 22-Jun-22 06-Jul-22A17460 064116 - Plastic Laminate-Clad Architectural Cabinets 15 530 22-Jun-22 06-Jul-22A17470 066400 - Plastic Paneling 15 621 22-Jun-22 06-Jul-22A17480 067413 - Fiberglass Reinforced Gratings 15 486 22-Jun-22 06-Jul-22A17490 071170 - Bentonite Damproofing 15 621 22-Jun-22 06-Jul-22A17500 071900 - Water Repellents 15 651 22-Jun-22 06-Jul-22A17510 072500 - Weather Barriers 15 651 22-Jun-22 06-Jul-22A17520 072600 - Vapor Retarders 15 651 22-Jun-22 06-Jul-22A17530 074213 - Acoustical Treatment 15 768 22-Jun-22 06-Jul-22A17540 074214 - Insulated Metal Wall Panels 15 421 22-Jun-22 06-Jul-22A17550 075416 - Ketone Ethylene (KEE) Roofing 15 406 22-Jun-22 06-Jul-22A17560 076200 - Sheet Metal Flashing and Trim 15 667 22-Jun-22 06-Jul-22A17570 078413 - Penetration Firestopping 15 762 22-Jun-22 06-Jul-22A17580 079200 - Joint Sealant 15 762 22-Jun-22 06-Jul-22A17590 081416 - Flush Wood Doors 15 530 22-Jun-22 06-Jul-22A17600 084113 - Aluminum-Framed Entrances and Storefronts 15 530 22-Jun-22 06-Jul-22 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
211300 - Fire Suppression Sprinkler Syst...261219 - Medium Voltage Transformer262300 - Low Voltage Switchgear262423 - 600 Volt Motor Control Centers ...262924 - Variable Frequency Drives (VFD)431613 - Odor Control Dampers464121 - Pump Mixing Equipment133419 - Metal Building Systems333213.13 - Package Storm Water Pump Sta...431232 - Compressed Air Equipment - Base...432313 - Horizontal Recessed Impeller Ce...432313.17 - Vertical End Suction Centrif... 331623 - Wrapped Prestressed Concrete Ta...283119 - Fire Protection and Signaling S... 406200 - Computer System Hardware406816 - Computer System Software260000 - Pre-Engineered Electrical Build...260000 - Short Circuit Study 460906 - Live Bottom Bins
411213.36 - Screw Conveyors
23-Nov-22, Re-Submittal Submit/Review
400533.11 - HDPE Pipe330507.13 - Horizontal Directional Drill...013543 - Hazardous Material Plan (Contam...033000 - Cast In Place Concrete031100 - Formwork and Misc. Materials032000 - Concrete Reinforcement - Dewate...032000 - Concrete Reinforcement - Cake L...040000 - Masonry055213.2 - Handrail055013 - Structural Steel - Stairs055013 - Structural Steel - Misc.053100 - Structural Steel - Roof Joist a...081113 - Hollow Metal Doors and Frames083323/083323.13 - Overhead Coiling and ...088000/088113/088813 - Glazing/Decorativ...086300 - Metal Framed Skylights080000 - Floor Hatches099113/099123 - Exterior/Interior Paint099611 - Protective Coatings120000 - Specialties (Furniture)221119 - Backflow Preventers220000 - Plumbing260000 - Conductors and Cable260000 - Raceways and Conduit (Phase II)260000 - Grounding and Bonding260000 - Lighting260000 - Control Panels321216 - Asphalt Paving400517 - Copper Pipe400517.13 - Pipe Supports400519 - Ductile Iron Pipe400523 - Stainless Steel Pipe400531.16 - PVC Sewer Pipe400536.11 - FRP Pipe400557 - Valve Actuators400561.23 - Resilient Seated Gate Valves400562.16 - Eccentric Plug Valves400563.53 - Ball Valves400564.22 - Butterfly Valves400568 - Check Valves409400 - Programmable Logic Controllers406633 - Metallic Communication Cable an...406313 - Distributed Control System314516 - Ground Improvements (Densificat...400533.11 - HDPE Pipe - Underslab Materi...055000 - Structural Steel - Wall Panels ...133423 - Guard Booth with Restroom033013/033500/033900 - Concrete Accessor...036000 - Grouting061053/061600 - Misc Rough Carpentry and...064116 - Plastic Laminate-Clad Architect...066400 - Plastic Paneling067413 - Fiberglass Reinforced Gratings071170 - Bentonite Damproofing071900 - Water Repellents072500 - Weather Barriers072600 - Vapor Retarders074213 - Acoustical Treatment074214 - Insulated Metal Wall Panels075416 - Ketone Ethylene (KEE) Roofing076200 - Sheet Metal Flashing and Trim078413 - Penetration Firestopping079200 - Joint Sealant081416 - Flush Wood Doors084113 - Aluminum-Framed Entrances and S...
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 12 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A17610 084413 - Glazed Aluminum Curtain Walls 15 530 22-Jun-22 06-Jul-22A17620 084511 - Translucent Exterior Channel Glass Wall Assemblies 15 621 22-Jun-22 06-Jul-22A17630 084513 - Structured-Polycarbonated-Panel Assemblies 15 621 22-Jun-22 06-Jul-22A17640 087100 - Door Hardware 15 530 22-Jun-22 06-Jul-22A17650 089119 - Fixed Louvers 15 703 22-Jun-22 06-Jul-22A18210 092116.23 - Gypsum Board Shaft Wall Assemblies 15 745 22-Jun-22 06-Jul-22A18220 092216 - Non-Structural Metal Framing 15 651 22-Jun-22 06-Jul-22A18230 092900 - Gypsum Board 15 745 22-Jun-22 06-Jul-22A18240 093013 - Ceramic Tiling 15 530 22-Jun-22 06-Jul-22A18250 095153 - Acoustical Panel Ceilings 15 798 22-Jun-22 06-Jul-22A18260 096500/13/19/36 - Resilient Flooring/Base and Accessories/Tile Flooring/Static-Control Flooring 15 530 22-Jun-22 06-Jul-22A18270 099300 - Staining and Transparent Finishing 15 745 22-Jun-22 06-Jul-22A18280 101419/23/23.16 - Dimensional Letter/Panel/Room Identification Panel Signage 15 530 22-Jun-22 06-Jul-22A18290 102800 - Toilet, Bath and Laundry Accessories 15 530 22-Jun-22 06-Jul-22A18300 104413/16 - Fire Protection Cabinets and Fire Extinguishers 15 882 22-Jun-22 06-Jul-22A18310 105113 - Metal Lockers 15 530 22-Jun-22 06-Jul-22A18320 113013 - Residential Appliances 15 852 22-Jun-22 06-Jul-22A18330 123553.16 - Plastic Laminate-Clad Laboratory Casework 15 530 22-Jun-22 06-Jul-22A18340 123623.13/122661.16 - Plastic Laminate-Clad Countertops/Solid Surfacing Countertops 15 530 22-Jun-22 06-Jul-22A18350 124813 - Entrance Floor Mats and Frames 15 530 22-Jun-22 06-Jul-22A18570 328400/329100/329300 - Landscaping and Irrigation 15 851 22-Jun-22 06-Jul-22A18610 260000 - Site Security Requirements 15 742 22-Jun-22 06-Jul-22A18940 221317 - Cast Iron Soil Pipe and Accessories 15 705 22-Jun-22 06-Jul-22A18970 230593 - Testing, Adjusting and Balancing for HVAC and Odor Control Systems 15 746 22-Jun-22 06-Jul-22A18990 312311 - Excavation and Fill for Structures 15 420 22-Jun-22 06-Jul-22A19000 312333 - Trenching and Backfilling 15 420 22-Jun-22 06-Jul-22A19010 321616 - Concrete, Sidewalk, Curb and Gutter 15 755 22-Jun-22 06-Jul-22A19020 323113 - Chain Link Fences and Gates 15 790 22-Jun-22 06-Jul-22A19030 330514 - Manhole and Vault Covers and Accessories 15 547 22-Jun-22 06-Jul-22A19040 330563 - Precast Concrete Vaults and Chambers - Dry Utility Applications 15 372 22-Jun-22 06-Jul-22A19050 331433 - Packaged Air Gap Break Tank and Booster Pump System 15 640 22-Jun-22 06-Jul-22A19070 333913 - Sanitary Utility Sewerage Manholes, Frames and Covers 15 499 22-Jun-22 06-Jul-22A19080 334211 - Double Wall Polypropylene Storm Pipe 15 547 22-Jun-22 06-Jul-22A19530 400559.16 - Fabrication Stainless Steel Slide Gates 15 643 22-Jun-22 06-Jul-22A19540 400567 - Globe Valves 15 460 22-Jun-22 06-Jul-22A19550 400573.13 - Pressure Reducing Valves 15 460 22-Jun-22 06-Jul-22A19560 400586 - Air Valves 15 539 22-Jun-22 06-Jul-22A19570 400588.11 - Solenoid Valves 15 460 22-Jun-22 06-Jul-22A19580 404211 - Mechanical Insulation 15 750 22-Jun-22 06-Jul-22A19590 406611 - Network Systems 15 515 22-Jun-22 06-Jul-22A19610 409513 - Instrument and Control Panels 15 515 22-Jun-22 06-Jul-22A19620 409580 - Fiber Optic Communication System 15 515 22-Jun-22 06-Jul-22A19630 409990 - Package Control Systems 15 515 22-Jun-22 06-Jul-22A19640 430521 - Seal Water Stations 15 487 22-Jun-22 06-Jul-22A7110 235013 - HVAC - Heating Systems 15 95 22-Jul-22 05-Aug-22A7120 237000 - HVAC - AC Systems 15 95 22-Jul-22 05-Aug-22A7400 407100 - Flow Instruments 15 33 22-Jul-22 05-Aug-22A7410 407200 - Pressure and Level Instruments 15 308 22-Jul-22 05-Aug-22A7420 407400 - Temperature Instruments 15 308 22-Jul-22 05-Aug-22A7430 407500 - Process Analytical Instruments 15 308 22-Jul-22 05-Aug-22A7450 412213.13 - Bridge Cranes 15 33 22-Jul-22 05-Aug-22A7470 431121 - Odor Control fans 15 33 22-Jul-22 05-Aug-22A7480 431346 - Gas Control and Safety Equipment 15 470 22-Jul-22 05-Aug-22A7500 432210 - Horizontal End Suction Chopper Pumps 15 33 22-Jul-22 05-Aug-22A7510 432313.14 - Horizontal Helical Screw Centrifugal Pumps 15 33 22-Jul-22 05-Aug-22A7520 432357 - Progressive Cavity Pumps 15 33 22-Jul-22 05-Aug-22A7540 434145.13 - FRP Chemical Storage Tanks 15 33 22-Jul-22 05-Aug-22A7550 444111 - Truck Scales 15 130 22-Jul-22 05-Aug-22A7570 463333 - Polymer Feed Systems 15 33 22-Jul-22 05-Aug-22A7590 466029 - Grinders 15 33 22-Jul-22 05-Aug-22A8330 467633 - Sludge Dewatering Centrifuges 15 272 22-Jul-22 05-Aug-22A16470 233013 - Air Distribution Systems 15 536 22-Jul-22 05-Aug-22A18370 142123.16 - Machine Room-Less Electric Traction Passenger Elevator 15 522 22-Jul-22 05-Aug-22A18950 221329.15 - Submersible Elevator Sump Pumps 15 417 22-Jul-22 05-Aug-22A18960 221329.16 - Submersible Sump an Sewage Pumps 15 586 22-Jul-22 05-Aug-22A18980 230911 - Building Systems Controls 15 506 22-Jul-22 05-Aug-22A19600 407800 - Panel Mounted Instruments 15 522 22-Jul-22 05-Aug-22A6940 055013 - Structural Steel - Dewatering Building 15 115 06-Aug-22 20-Aug-22A6950 055013 - Structural Steel - Cake Loadout Buiding 15 115 06-Aug-22 20-Aug-22A7070 211300 - Fire Suppression Sprinkler System 15 364 21-Aug-22 04-Sep-22A7130 261219 - Medium Voltage Transformer 15 200 21-Aug-22 04-Sep-22A7140 262300 - Low Voltage Switchgear 15 200 21-Aug-22 04-Sep-22A7150 262423 - 600 Volt Motor Control Centers (MCC) 15 200 21-Aug-22 04-Sep-22A7160 262924 - Variable Frequency Drives (VFD) 15 232 21-Aug-22 04-Sep-22A7490 431613 - Odor Control Dampers 15 3 21-Aug-22 04-Sep-22A7580 464121 - Pump Mixing Equipment 15 3 21-Aug-22 04-Sep-22A18360 133419 - Metal Building Systems 15 478 21-Aug-22 04-Sep-22A19060 333213.13 - Package Storm Water Pump Station 15 472 21-Aug-22 04-Sep-22A19650 431232 - Compressed Air Equipment - Base Mounted Compressors 15 479 21-Aug-22 04-Sep-22A19660 432313 - Horizontal Recessed Impeller Centrifugal Pumps 15 427 21-Aug-22 04-Sep-22A19670 432313.17 - Vertical End Suction Centrifugal Pumps 15 427 21-Aug-22 04-Sep-22A6020 331623 - Wrapped Prestressed Concrete Tank - CIP Concrete Walls 15 24 20-Sep-22 04-Oct-22A16510 283119 - Fire Protection and Signaling System 15 334 20-Sep-22 04-Oct-22A11250 406200 - Computer System Hardware 15 252 20-Oct-22 03-Nov-22A11260 406816 - Computer System Software 15 252 20-Oct-22 03-Nov-22A16430 260000 - Pre-Engineered Electrical Building 15 129 20-Oct-22 03-Nov-22 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
084413 - Glazed Aluminum Curtain Walls084511 - Translucent Exterior Channel Gl...084513 - Structured-Polycarbonated-Panel...087100 - Door Hardware089119 - Fixed Louvers092116.23 - Gypsum Board Shaft Wall Asse...092216 - Non-Structural Metal Framing092900 - Gypsum Board093013 - Ceramic Tiling095153 - Acoustical Panel Ceilings096500/13/19/36 - Resilient Flooring/Bas...099300 - Staining and Transparent Finish...101419/23/23.16 - Dimensional Letter/Pan...102800 - Toilet, Bath and Laundry Access...104413/16 - Fire Protection Cabinets and...105113 - Metal Lockers113013 - Residential Appliances123553.16 - Plastic Laminate-Clad Labora...123623.13/122661.16 - Plastic Laminate-C...124813 - Entrance Floor Mats and Frames328400/329100/329300 - Landscaping and I...260000 - Site Security Requirements221317 - Cast Iron Soil Pipe and Accesso...230593 - Testing, Adjusting and Balancin...312311 - Excavation and Fill for Structu...312333 - Trenching and Backfilling321616 - Concrete, Sidewalk, Curb and Gu...323113 - Chain Link Fences and Gates330514 - Manhole and Vault Covers and Ac...330563 - Precast Concrete Vaults and Cha...331433 - Packaged Air Gap Break Tank and...333913 - Sanitary Utility Sewerage Manho...334211 - Double Wall Polypropylene Storm...400559.16 - Fabrication Stainless Steel ...400567 - Globe Valves400573.13 - Pressure Reducing Valves400586 - Air Valves400588.11 - Solenoid Valves404211 - Mechanical Insulation406611 - Network Systems409513 - Instrument and Control Panels409580 - Fiber Optic Communication Syste...409990 - Package Control Systems430521 - Seal Water Stations 235013 - HVAC - Heating Systems237000 - HVAC - AC Systems407100 - Flow Instruments407200 - Pressure and Level Instruments407400 - Temperature Instruments407500 - Process Analytical Instruments412213.13 - Bridge Cranes431121 - Odor Control fans431346 - Gas Control and Safety Equipmen...432210 - Horizontal End Suction Chopper ...432313.14 - Horizontal Helical Screw Cen...432357 - Progressive Cavity Pumps434145.13 - FRP Chemical Storage Tanks444111 - Truck Scales463333 - Polymer Feed Systems466029 - Grinders467633 - Sludge Dewatering Centrifuges233013 - Air Distribution Systems142123.16 - Machine Room-Less Electric T...221329.15 - Submersible Elevator Sump Pu...221329.16 - Submersible Sump an Sewage P...230911 - Building Systems Controls407800 - Panel Mounted Instruments 055013 - Structural Steel - Dewatering B...055013 - Structural Steel - Cake Loadout... 211300 - Fire Suppression Sprinkler Syst...261219 - Medium Voltage Transformer262300 - Low Voltage Switchgear262423 - 600 Volt Motor Control Centers ...262924 - Variable Frequency Drives (VFD)431613 - Odor Control Dampers464121 - Pump Mixing Equipment133419 - Metal Building Systems333213.13 - Package Storm Water Pump Sta...431232 - Compressed Air Equipment - Base...432313 - Horizontal Recessed Impeller Ce...432313.17 - Vertical End Suction Centrif... 331623 - Wrapped Prestressed Concrete Ta...283119 - Fire Protection and Signaling S... 406200 - Computer System Hardware406816 - Computer System Software260000 - Pre-Engineered Electrical Build...
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 13 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A16770 260000 - Short Circuit Study 15 607 20-Oct-22 03-Nov-22A7560 460906 - Live Bottom Bins 15 0 25-Oct-22 08-Nov-22A7440 411213.36 - Screw Conveyors 15 198 09-Nov-22 23-Nov-22 SECI Review and Approval of Defferred Submittals 170 482 07-Jul-22 23-Dec-22 A16260 02 - Digested Sludge and Cake Loadout Building - Wall Panels and Panel Support Steel 45 348 07-Jul-22 20-Aug-22A16280 04 - Guard Booth with Restroom 45 607 07-Jul-22 20-Aug-22A16300 06 - Fiberglass Grating and Supports 45 277 07-Jul-22 20-Aug-22A16320 08 - Handrails 45 471 07-Jul-22 20-Aug-22A16340 10 - Lightening Protection System 45 35 07-Jul-22 20-Aug-22A16310 07 - Air Distribution Systems (HVAC) 45 536 06-Aug-22 19-Sep-22A16250 01 - Wrapped Prestressed Concrete Tank - CIP Concrete Walls 45 24 05-Oct-22 18-Nov-22A16330 09 - Fire Suppression System (Sprinkler System) 45 334 05-Oct-22 18-Nov-22A16290 05 - Electrical Pre-Engineered Building 45 129 04-Nov-22 18-Dec-22A16270 03 - Sludge Cake Bins and Supports 45 0 09-Nov-22 23-Dec-22 City of San Jose Review and Approval of Specific Submittals 150 732 07-Jul-22 03-Dec-22 A16800 01 - Landscaping 30 851 07-Jul-22 05-Aug-22A16820 03 - Security Requirements 30 742 07-Jul-22 05-Aug-22A16830 04 - Finishes (Chairs, Desks, Appliances, Monitors, Etc.) 30 852 07-Jul-22 05-Aug-22A16920 05 - Finishes (Casework, Doors, Hardware, Millwork, Window Shades, Etc.) 30 530 07-Jul-22 05-Aug-22A16930 07 - Paint Colors 30 513 07-Jul-22 05-Aug-22A16940 08 - Hazardous Material Plan (Contaminated Soils, Etc.) 30 79 07-Jul-22 05-Aug-22A16790 06 - FD - Fire Protection System 45 334 05-Oct-22 18-Nov-22A16810 02 - Computer Hardware and Software - DCS Screen Displays 30 252 04-Nov-22 03-Dec-22 Material Procurement 370 542 07-Jul-22 11-Jul-23
A5650 400533.11 - HDPE Pipe 120 229 07-Jul-22 03-Nov-22A5670 330507.13 - Horizontal Directional Drilling 90 259 07-Jul-22 04-Oct-22A7600 033000 - Cast In Place Concrete 15 49 07-Jul-22 21-Jul-22A7610 031100 - Formwork and Misc. Materials 30 34 07-Jul-22 05-Aug-22A7630 032000 - Concrete Reinforcement - Dewatering Building 45 19 07-Jul-22 20-Aug-22A7640 032000 - Concrete Reinforcement - Cake Loadout Building 45 143 07-Jul-22 20-Aug-22A7650 040000 - Masonry 90 384 07-Jul-22 04-Oct-22A7690 055013 - Structural Steel - Stairs 180 317 07-Jul-22 02-Jan-23A7710 053100 - Structural Steel - Roof Joist and Decking 120 414 07-Jul-22 03-Nov-22A7730 083323/083323.13 - Overhead Coiling and Rapid Coiling Doors 180 599 07-Jul-22 02-Jan-23A7740 088000/088113/088813 - Glazing/Decorative Glass Glazing/Fire-Rated Glazing 120 643 07-Jul-22 03-Nov-22A7750 086300 - Metal Framed Skylights 120 659 07-Jul-22 03-Nov-22A7760 080000 - Floor Hatches 120 109 07-Jul-22 03-Nov-22A7780 099611 - Protective Coatings 30 543 07-Jul-22 05-Aug-22A7810 221119 - Backflow Preventers 30 721 07-Jul-22 05-Aug-22A7820 220000 - Plumbing 90 822 07-Jul-22 04-Oct-22A7900 260000 - Conductors and Cable 30 584 07-Jul-22 05-Aug-22A7910 260000 - Raceways and Conduit (Phase II) 30 360 07-Jul-22 05-Aug-22A7930 260000 - Lighting 90 528 07-Jul-22 04-Oct-22A7940 260000 - Control Panels 270 260 07-Jul-22 02-Apr-23A7950 321216 - Asphalt Paving 30 809 07-Jul-22 05-Aug-22A7970 400517 - Copper Pipe 30 488 07-Jul-22 05-Aug-22A7980 400517.13 - Pipe Supports 120 398 07-Jul-22 03-Nov-22A7990 400519 - Ductile Iron Pipe 180 308 07-Jul-22 02-Jan-23A8000 400523 - Stainless Steel Pipe 90 428 07-Jul-22 04-Oct-22A8010 400531.16 - PVC Sewer Pipe 60 458 07-Jul-22 04-Sep-22A8020 400536.11 - FRP Pipe 90 428 07-Jul-22 04-Oct-22A8030 400557 - Valve Actuators 180 338 07-Jul-22 02-Jan-23A8040 400561.23 - Resilient Seated Gate Valves 90 428 07-Jul-22 04-Oct-22A8060 400562.16 - Eccentric Plug Valves 90 428 07-Jul-22 04-Oct-22A8070 400563.53 - Ball Valves 60 458 07-Jul-22 04-Sep-22A8080 400564.22 - Butterfly Valves 90 428 07-Jul-22 04-Oct-22A8090 400568 - Check Valves 90 428 07-Jul-22 04-Oct-22A8100 409400 - Programmable Logic Controllers 180 350 07-Jul-22 02-Jan-23A8110 406633 - Metallic Communication Cable and Connectors 90 440 07-Jul-22 04-Oct-22A8120 406313 - Distributed Control System 90 440 07-Jul-22 04-Oct-22A12920 314516 - Ground Improvements (Densification) (Sludge Storage Tank Site) 60 91 07-Jul-22 04-Sep-22A8570 400519 - Ductile Iron Pipe - Underslab Piping 60 7 07-Jul-22 04-Sep-22A8450 400533.11 - HDPE Pipe - Underslab Material 60 1 07-Jul-22 04-Sep-22A16980 033013/033500/033900 - Concrete Accessories 15 49 07-Jul-22 21-Jul-22A17020 036000 - Grouting 15 680 07-Jul-22 21-Jul-22A17660 061053/061600 - Misc Rough Carpentry and Sheathing 30 651 07-Jul-22 05-Aug-22A17680 066400 - Plastic Paneling 60 621 07-Jul-22 04-Sep-22A17690 067413 - Fiberglass Reinforced Gratings 60 486 07-Jul-22 04-Sep-22A17700 071170 - Bentonite Damproofing 60 621 07-Jul-22 04-Sep-22A17710 071900 - Water Repellents 30 651 07-Jul-22 05-Aug-22A17720 072500 - Weather Barriers 30 651 07-Jul-22 05-Aug-22A17730 072600 - Vapor Retarders 30 651 07-Jul-22 05-Aug-22A17740 074213 - Acoustical Treatment 60 768 07-Jul-22 04-Sep-22A17750 074214 - Insulated Metal Wall Panels 90 421 07-Jul-22 04-Oct-22A17760 075416 - Ketone Ethylene (KEE) Roofing 90 406 07-Jul-22 04-Oct-22A17770 076200 - Sheet Metal Flashing and Trim 90 667 07-Jul-22 04-Oct-22A17780 078413 - Penetration Firestopping 30 762 07-Jul-22 05-Aug-22A17790 079200 - Joint Sealant 30 762 07-Jul-22 05-Aug-22A17830 084511 - Translucent Exterior Channel Glass Wall Assemblies 60 621 07-Jul-22 04-Sep-22A17840 084513 - Structured-Polycarbonated-Panel Assemblies 60 621 07-Jul-22 04-Sep-22A17860 089119 - Fixed Louvers 60 703 07-Jul-22 04-Sep-22A18380 092116.23 - Gypsum Board Shaft Wall Assemblies 30 745 07-Jul-22 05-Aug-22A18390 092216 - Non-Structural Metal Framing 30 651 07-Jul-22 05-Aug-22A18400 092900 - Gypsum Board 30 745 07-Jul-22 05-Aug-22A18420 095153 - Acoustical Panel Ceilings 30 798 07-Jul-22 05-Aug-22A18440 099300 - Staining and Transparent Finishing 30 745 07-Jul-22 05-Aug-22 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
260000 - Short Circuit Study
460906 - Live Bottom Bins
411213.36 - Screw Conveyors
23-Dec-22, SECI Review and Approval of D...
02 - Digested Sludge and Cake Loadout Bu...04 - Guard Booth with Restroom06 - Fiberglass Grating and Supports08 - Handrails10 - Lightening Protection System 07 - Air Distribution Systems (HVAC)
01 - Wrapped Prestressed Concrete Tank -...09 - Fire Suppression System (Sprinkler ... 05 - Electrical Pre-Engineered Building
03 - Sludge Cake Bins and Supports
03-Dec-22, City of San Jose Review and A...
01 - Landscaping03 - Security Requirements04 - Finishes (Chairs, Desks, Appliances...05 - Finishes (Casework, Doors, Hardware...07 - Paint Colors08 - Hazardous Material Plan (Contaminat... 06 - FD - Fire Protection System
02 - Computer Hardware and Software - DC...
11-Jul-23, Material Procurement
400533.11 - HDPE Pipe
330507.13 - Horizontal Directional Drill...
033000 - Cast In Place Concrete
031100 - Formwork and Misc. Materials
032000 - Concrete Reinforcement - Dewate...032000 - Concrete Reinforcement - Cake L... 040000 - Masonry
055013 - Structural Steel - Stairs
053100 - Structural Steel - Roof Joist a...
083323/083323.13 - Overhead Coiling and ...
088000/088113/088813 - Glazing/Decorativ...086300 - Metal Framed Skylights080000 - Floor Hatches 099611 - Protective Coatings221119 - Backflow Preventers 220000 - Plumbing
260000 - Conductors and Cable260000 - Raceways and Conduit (Phase II) 260000 - Lighting
260000 - Control Panels
321216 - Asphalt Paving400517 - Copper Pipe
400517.13 - Pipe Supports
400519 - Ductile Iron Pipe
400523 - Stainless Steel Pipe
400531.16 - PVC Sewer Pipe
400536.11 - FRP Pipe
400557 - Valve Actuators
400561.23 - Resilient Seated Gate Valves400562.16 - Eccentric Plug Valves 400563.53 - Ball Valves
400564.22 - Butterfly Valves400568 - Check Valves
409400 - Programmable Logic Controllers
406633 - Metallic Communication Cable an...406313 - Distributed Control System 314516 - Ground Improvements (Densificat...400519 - Ductile Iron Pipe - Underslab P...400533.11 - HDPE Pipe - Underslab Materi... 033013/033500/033900 - Concrete Accessor...036000 - Grouting 061053/061600 - Misc Rough Carpentry and...
066400 - Plastic Paneling067413 - Fiberglass Reinforced Gratings071170 - Bentonite Damproofing 071900 - Water Repellents072500 - Weather Barriers072600 - Vapor Retarders 074213 - Acoustical Treatment
074214 - Insulated Metal Wall Panels075416 - Ketone Ethylene (KEE) Roofing076200 - Sheet Metal Flashing and Trim 078413 - Penetration Firestopping079200 - Joint Sealant 084511 - Translucent Exterior Channel Gl...084513 - Structured-Polycarbonated-Panel...089119 - Fixed Louvers 092116.23 - Gypsum Board Shaft Wall Asse...092216 - Non-Structural Metal Framing092900 - Gypsum Board095153 - Acoustical Panel Ceilings099300 - Staining and Transparent Finish...
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 14 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A18470 104413/16 - Fire Protection Cabinets and Fire Extinguishers 30 882 07-Jul-22 05-Aug-22A19090 221317 - Cast Iron Soil Pipe and Accessories 30 705 07-Jul-22 05-Aug-22A19120 230593 - Testing, Adjusting and Balancing for HVAC and Odor Control Systems 60 746 07-Jul-22 04-Sep-22A19140 312311 - Excavation and Fill for Structures 15 420 07-Jul-22 21-Jul-22A19150 312333 - Trenching and Backfilling 15 420 07-Jul-22 21-Jul-22A19160 321616 - Concrete, Sidewalk, Curb and Gutter 15 755 07-Jul-22 21-Jul-22A19170 323113 - Chain Link Fences and Gates 90 790 07-Jul-22 04-Oct-22A19180 330514 - Manhole and Vault Covers and Accessories 60 547 07-Jul-22 04-Sep-22A19190 330563 - Precast Concrete Vaults and Chambers - Dry Utility Applications 90 372 07-Jul-22 04-Oct-22A19200 331433 - Packaged Air Gap Break Tank and Booster Pump System 90 640 07-Jul-22 04-Oct-22A19220 333913 - Sanitary Utility Sewerage Manholes, Frames and Covers 60 499 07-Jul-22 04-Sep-22A19230 334211 - Double Wall Polypropylene Storm Pipe 60 547 07-Jul-22 04-Sep-22A19680 400559.16 - Fabrication Stainless Steel Slide Gates 15 643 07-Jul-22 21-Jul-22A19690 400567 - Globe Valves 15 460 07-Jul-22 21-Jul-22A19700 400573.13 - Pressure Reducing Valves 15 460 07-Jul-22 21-Jul-22A19710 400586 - Air Valves 15 539 07-Jul-22 21-Jul-22A19720 400588.11 - Solenoid Valves 15 460 07-Jul-22 21-Jul-22A19730 404211 - Mechanical Insulation 15 750 07-Jul-22 21-Jul-22A19740 406611 - Network Systems 15 515 07-Jul-22 21-Jul-22A19760 409513 - Instrument and Control Panels 15 515 07-Jul-22 21-Jul-22A19770 409580 - Fiber Optic Communication System 15 515 07-Jul-22 21-Jul-22A19780 409990 - Package Control Systems 15 515 07-Jul-22 21-Jul-22A19790 430521 - Seal Water Stations 15 487 07-Jul-22 21-Jul-22A6130 013543 - Hazardous Material Plan (Contaminated Soils, Etc.) 7 79 06-Aug-22 12-Aug-22A7720 081113 - Hollow Metal Doors and Frames 120 530 06-Aug-22 03-Dec-22A7770 099113/099123 - Exterior/Interior Paint 30 513 06-Aug-22 04-Sep-22A7790 120000 - Specialties (Furniture) 30 852 06-Aug-22 04-Sep-22A7840 235013 - HVAC - Heating Systems 180 453 06-Aug-22 01-Feb-23A7850 237000 - HVAC - AC Systems 180 399 06-Aug-22 01-Feb-23A8130 407100 - Flow Instruments 180 308 06-Aug-22 01-Feb-23A8140 407200 - Pressure and Level Instruments 180 308 06-Aug-22 01-Feb-23A8150 407400 - Temperature Instruments 180 308 06-Aug-22 01-Feb-23A8160 407500 - Process Analytical Instruments 180 308 06-Aug-22 01-Feb-23A8180 412213.13 - Bridge Cranes 150 350 06-Aug-22 02-Jan-23A8200 431121 - Odor Control fans 180 476 06-Aug-22 01-Feb-23A8210 431346 - Gas Control and Safety Equipment 180 470 06-Aug-22 01-Feb-23A8230 432210 - Horizontal End Suction Chopper Pumps 140 389 06-Aug-22 23-Dec-22A8240 432313.14 - Horizontal Helical Screw Centrifugal Pumps 140 495 06-Aug-22 23-Dec-22A8250 432357 - Progressive Cavity Pumps 140 332 06-Aug-22 23-Dec-22A8270 434145.13 - FRP Chemical Storage Tanks 180 439 06-Aug-22 01-Feb-23A8280 444111 - Truck Scales 120 570 06-Aug-22 03-Dec-22A8300 463333 - Polymer Feed Systems 120 417 06-Aug-22 03-Dec-22A8320 466029 - Grinders 120 366 06-Aug-22 03-Dec-22A12680 467633 - Sludge Dewatering Centrifuges 260 272 06-Aug-22 22-Apr-23A17670 064116 - Plastic Laminate-Clad Architectural Cabinets 60 822 06-Aug-22 04-Oct-22A17800 081416 - Flush Wood Doors 60 790 06-Aug-22 04-Oct-22A17810 084113 - Aluminum-Framed Entrances and Storefronts 60 673 06-Aug-22 04-Oct-22A17820 084413 - Glazed Aluminum Curtain Walls 60 673 06-Aug-22 04-Oct-22A17850 087100 - Door Hardware 60 673 06-Aug-22 04-Oct-22A18410 093013 - Ceramic Tiling 30 785 06-Aug-22 04-Sep-22A18430 096500/13/19/36 - Resilient Flooring/Base and Accessories/Tile Flooring/Static-Control Flooring 30 800 06-Aug-22 04-Sep-22A18450 101419/23/23.16 - Dimensional Letter/Panel/Room Identification Panel Signage 30 852 06-Aug-22 04-Sep-22A18460 102800 - Toilet, Bath and Laundry Accessories 30 852 06-Aug-22 04-Sep-22A18480 105113 - Metal Lockers 60 822 06-Aug-22 04-Oct-22A18490 113013 - Residential Appliances 30 852 06-Aug-22 04-Sep-22A18500 123553.16 - Plastic Laminate-Clad Laboratory Casework 60 822 06-Aug-22 04-Oct-22A18510 123623.13/122661.16 - Plastic Laminate-Clad Countertops/Solid Surfacing Countertops 60 822 06-Aug-22 04-Oct-22A18520 124813 - Entrance Floor Mats and Frames 30 852 06-Aug-22 04-Sep-22A18540 142123.16 - Machine Room-Less Electric Traction Passenger Elevator 15 522 06-Aug-22 20-Aug-22A18580 328400/329100/329300 - Landscaping and Irrigation 15 851 06-Aug-22 20-Aug-22A18620 260000 - Site Security Requirements 60 742 06-Aug-22 04-Oct-22A19100 221329.15 - Submersible Elevator Sump Pumps 120 417 06-Aug-22 03-Dec-22A19110 221329.16 - Submersible Sump an Sewage Pumps 120 586 06-Aug-22 03-Dec-22A19130 230911 - Building Systems Controls 60 506 06-Aug-22 04-Oct-22A19750 407800 - Panel Mounted Instruments 15 522 06-Aug-22 20-Aug-22A7660 055213.2 - Handrail 120 471 21-Aug-22 18-Dec-22A7670 055013 - Structural Steel - Dewatering Building 180 217 21-Aug-22 16-Feb-23A7680 055013 - Structural Steel - Cake Loadout Building 180 243 21-Aug-22 16-Feb-23A7700 055013 - Structural Steel - Misc. 120 277 21-Aug-22 18-Dec-22A7920 260000 - Grounding and Bonding 30 35 21-Aug-22 19-Sep-22A16360 055000 - Structural Steel - Wall Panels and Supports 180 348 21-Aug-22 16-Feb-23A16400 133423 - Guard Booth with Restroom 180 607 21-Aug-22 16-Feb-23A7860 261219 - Medium Voltage Transformer 270 200 05-Sep-22 01-Jun-23A7870 262300 - Low Voltage Switchgear 270 200 05-Sep-22 01-Jun-23A7880 262423 - 600 Volt Motor Control Centers (MCC) 270 200 05-Sep-22 01-Jun-23A7890 262924 - Variable Frequency Drives (VFD) 270 232 05-Sep-22 01-Jun-23A8220 431613 - Odor Control Dampers 180 446 05-Sep-22 03-Mar-23A8310 464121 - Pump Mixing Equipment 180 409 05-Sep-22 03-Mar-23A8610 030000 - Dewatering Building SOG Lift Drawings 20 3 05-Sep-22 24-Sep-22A18530 133419 - Metal Building Systems 90 478 05-Sep-22 03-Dec-22A19210 333213.13 - Package Storm Water Pump Station 120 472 05-Sep-22 02-Jan-23A19800 431232 - Compressed Air Equipment - Base Mounted Compressors 15 479 05-Sep-22 19-Sep-22A19810 432313 - Horizontal Recessed Impeller Centrifugal Pumps 15 427 05-Sep-22 19-Sep-22A19820 432313.17 - Vertical End Suction Centrifugal Pumps 15 427 05-Sep-22 19-Sep-22A16480 233013 - Air Distribution Systems 60 536 20-Sep-22 18-Nov-22A13300 030000 - Dewatering Building Wall Lift Drawings 20 45 25-Sep-22 14-Oct-22 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
104413/16 - Fire Protection Cabinets and...221317 - Cast Iron Soil Pipe and Accesso... 230593 - Testing, Adjusting and Balancin...
312311 - Excavation and Fill for Structu...312333 - Trenching and Backfilling321616 - Concrete, Sidewalk, Curb and Gu... 323113 - Chain Link Fences and Gates
330514 - Manhole and Vault Covers and Ac...
330563 - Precast Concrete Vaults and Cha...331433 - Packaged Air Gap Break Tank and... 333913 - Sanitary Utility Sewerage Manho...334211 - Double Wall Polypropylene Storm... 400559.16 - Fabrication Stainless Steel ...400567 - Globe Valves400573.13 - Pressure Reducing Valves400586 - Air Valves400588.11 - Solenoid Valves404211 - Mechanical Insulation406611 - Network Systems409513 - Instrument and Control Panels409580 - Fiber Optic Communication Syste...409990 - Package Control Systems430521 - Seal Water Stations 013543 - Hazardous Material Plan (Contam...
081113 - Hollow Metal Doors and Frames
099113/099123 - Exterior/Interior Paint120000 - Specialties (Furniture) 235013 - HVAC - Heating Systems237000 - HVAC - AC Systems407100 - Flow Instruments407200 - Pressure and Level Instruments407400 - Temperature Instruments407500 - Process Analytical Instruments 412213.13 - Bridge Cranes
431121 - Odor Control fans431346 - Gas Control and Safety Equipmen... 432210 - Horizontal End Suction Chopper ...432313.14 - Horizontal Helical Screw Cen...432357 - Progressive Cavity Pumps 434145.13 - FRP Chemical Storage Tanks
444111 - Truck Scales463333 - Polymer Feed Systems466029 - Grinders 467633 - Sludge Dewatering Centrifuges
064116 - Plastic Laminate-Clad Architect...081416 - Flush Wood Doors084113 - Aluminum-Framed Entrances and S...084413 - Glazed Aluminum Curtain Walls087100 - Door Hardware 093013 - Ceramic Tiling096500/13/19/36 - Resilient Flooring/Bas...101419/23/23.16 - Dimensional Letter/Pan...102800 - Toilet, Bath and Laundry Access... 105113 - Metal Lockers
113013 - Residential Appliances
123553.16 - Plastic Laminate-Clad Labora...123623.13/122661.16 - Plastic Laminate-C... 124813 - Entrance Floor Mats and Frames
142123.16 - Machine Room-Less Electric T...328400/329100/329300 - Landscaping and I... 260000 - Site Security Requirements
221329.15 - Submersible Elevator Sump Pu...221329.16 - Submersible Sump an Sewage P... 230911 - Building Systems Controls
407800 - Panel Mounted Instruments
055213.2 - Handrail
055013 - Structural Steel - Dewatering B...055013 - Structural Steel - Cake Loadout... 055013 - Structural Steel - Misc.
260000 - Grounding and Bonding
055000 - Structural Steel - Wall Panels ...133423 - Guard Booth with Restroom 261219 - Medium Voltage Transformer262300 - Low Voltage Switchgear262423 - 600 Volt Motor Control Centers ...262924 - Variable Frequency Drives (VFD) 431613 - Odor Control Dampers464121 - Pump Mixing Equipment 030000 - Dewatering Building SOG Lift Dr...
133419 - Metal Building Systems
333213.13 - Package Storm Water Pump Sta...
431232 - Compressed Air Equipment - Base...432313 - Horizontal Recessed Impeller Ce...432313.17 - Vertical End Suction Centrif... 233013 - Air Distribution Systems
030000 - Dewatering Building Wall Lift D...
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 15 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A14870 030000 - Truck Loadout SOG Lift Drawings 20 35 09-Nov-22 28-Nov-22A7620 331623 - Wrapped Prestressed Concrete Tank - Reinforcement Steel 45 73 19-Nov-22 02-Jan-23A7800 211300 - Fire Suppression Sprinkler System 120 334 19-Nov-22 18-Mar-23A15160 331623 - Wrapped Prestressed Concrete Tank - Materials 90 24 19-Nov-22 16-Feb-23A16520 283119 - Fire Protection and Signaling System 120 432 19-Nov-22 18-Mar-23A8620 030000 - Dewatering Building Deck Lift Drawings 20 198 24-Nov-22 13-Dec-22A11270 406200 - Computer System Hardware 180 252 04-Dec-22 01-Jun-23A11280 406816 - Computer System Software 180 252 04-Dec-22 01-Jun-23A16440 260000 - Pre-Engineered Electrical Building 180 129 19-Dec-22 16-Jun-23A8170 411213.36 - Screw Conveyors 200 205 24-Dec-22 11-Jul-23A8290 460906 - Live Bottom Bins 200 0 24-Dec-22 11-Jul-23 Process Shutdown Requests 428 171 23-May-22 22-Feb-24
PSR Submittals 111 487 23-May-22 28-Oct-22
A6000 PSR - Relocate Existing Sampler - Submittal (TBD) 20 94 23-May-22 20-Jun-22A8340 PSR - Connection to EBOS - Submittal 90 508 23-May-22 28-Sep-22A8350 PSR - Connection to Headworks - Submittal 90 508 23-May-22 28-Sep-22A8380 PSR - Connection to Existing Electrical Equipment - Submittal 90 428 23-May-22 28-Sep-22A5980 PSR - Re-Route Potable Water - Submittal 20 69 21-Jun-22 20-Jul-22A8360 PSR - Connection to Existing WTR4 - Submittal 90 447 21-Jun-22 28-Oct-22A8370 PSR - Connection to Existing WTR1 - Submittal 90 415 21-Jun-22 28-Oct-22 PSR Execution 408 171 21-Jun-22 22-Feb-24
A6010 PSR - Relocate Existing Sampler - Execution (TBD) 1 94 21-Jun-22 21-Jun-22A5990 PSR - Re-Route Potable Water - Execution 1 69 20-Jul-22 21-Jul-22A8430 PSR - Connection to Existing Electrical Equipment - Execution 1 428 29-Sep-22 29-Sep-22A8410 PSR - Connection to Existing WTR4 - Execution 1 447 28-Oct-22 31-Oct-22A8420 PSR - Connection to Existing WTR1 - Execution 1 415 28-Oct-22 31-Oct-22A8390 PSR - Connection to EBOS - Execution 1 171 21-Feb-24 22-Feb-24A8400 PSR - Connection to Headworks - Execution 1 171 21-Feb-24 22-Feb-24 Dewatering Facility Area 552 39 22-Aug-22 19-Nov-24
Site Work 454 39 20-Jan-23 19-Nov-24
Yard Piping 337 32 09-Feb-23 21-Jun-24
A9860 D/L/B Digested Sludge Lines (2 - 10" TRS) to Drilling Pit to Bldg 16 150 09-Feb-23 06-Mar-23A9870 D/L/B Centrate Lines (2 - 12" CEN) to Drilling Pit to Bldg 16 150 06-Mar-23 28-Mar-23A16150 D/L/B SWPS Lines (1 - 12" SWPS) to Drilling Pit to Pump Station 10 150 28-Mar-23 12-Apr-23A9880 D/L/B WTR3 (1 - 10") and WTR4 (1-10") Lines - Drilling Pit to Bldg 16 150 12-Apr-23 04-May-23A16170 D/L/B WTR4 (1-10") Line - WTR4 to 16" RW 8 150 04-May-23 16-May-23A16160 D/L/B WTR4 (1-6"/10") Line - WTR4 Around Bldg 12 150 16-May-23 02-Jun-23A10060 D/L/B Sewer Lines 12 150 02-Jun-23 20-Jun-23A9910 D/L/B Potable Water Lines 12 150 20-Jun-23 07-Jul-23A10020 D/L/B Service Water Lines - SD Pump Station 8 150 07-Jul-23 19-Jul-23A9890 D/L/B West SD Lines (Inc. CB's and MH's) 16 150 19-Jul-23 10-Aug-23A9930 D/L/B East SD Lines (Inc. CB's and MH's) 16 150 10-Aug-23 01-Sep-23A9940 D/L/B Building Ground Grid 12 32 05-Jun-24 21-Jun-24 Storm Drain Pump Station 78 214 01-Sep-23 04-Jan-24
A9950 Shoring/Excavate for Vault 8 150 01-Sep-23 14-Sep-23A14590 Install Dewatering 6 150 14-Sep-23 22-Sep-23A14600 Subgrade for Vault 6 150 22-Sep-23 02-Oct-23A9960 Install Precast Vault 8 150 02-Oct-23 12-Oct-23A9970 Backfill Vault 6 150 12-Oct-23 23-Oct-23A9980 Subgrade for Pump Station 4 162 23-Oct-23 27-Oct-23A9990 F/R/P Pump Station 8 214 27-Oct-23 08-Nov-23A10000 Install Pumps 6 214 08-Nov-23 17-Nov-23A10030 Install Mechanical 16 214 17-Nov-23 13-Dec-23A10040 Install Electrical 10 214 13-Dec-23 04-Jan-24 Process Drain and Sanitary Pump Station 68 150 23-Oct-23 08-Feb-24 A8530 Shoring/Excavate for Pump Stations 8 150 23-Oct-23 02-Nov-23A14500 Install Dewatering 6 150 02-Nov-23 13-Nov-23A14510 Subgrade for Vault 6 150 13-Nov-23 21-Nov-23A14580 Install Process Drain Pump Station 4 150 21-Nov-23 29-Nov-23A8520 Install Sanitary Pump Station 4 150 29-Nov-23 05-Dec-23A14630 Backfill Pump Stations 6 150 05-Dec-23 13-Dec-23A14610 Subgrade for Pump Station Pad 4 150 13-Dec-23 19-Dec-23A14620 F/R/P Pump Station Pad 8 150 19-Dec-23 08-Jan-24A14640 Install Mechanical 12 150 08-Jan-24 25-Jan-24A14650 Install Electrical 10 150 25-Jan-24 08-Feb-24 Civil Work 228 51 27-Oct-23 02-Oct-24
A11850 Aggregate Base and Subgrade - WTR1 Air Gap Skid 4 162 27-Oct-23 02-Nov-23A11860 F/R/P WTR1 Air Gap Skid SOG 6 162 02-Nov-23 13-Nov-23A16000 Install WTR1 Air Gap Skid (Include Associated Mechanical/Electrical) 12 162 13-Nov-23 01-Dec-23A12150 Aggregate Base and Subgrade - Polymer Unloading SOG 8 122 13-Mar-24 25-Mar-24A12160 F/R/P Polymer Unloading SOG 12 122 25-Mar-24 11-Apr-24A10070 Cut/Balance for Roadway AB 12 32 17-May-24 05-Jun-24A10080 Install Roadway AB for Curb and Gutter 10 39 05-Jun-24 19-Jun-24A10090 Install Curb and Gutter 18 39 19-Jun-24 16-Jul-24A10980 Aggregate Base and Subgrade - Guard Shack 4 70 19-Jun-24 25-Jun-24A10990 F/R/P Guard Shack SOG 8 70 25-Jun-24 08-Jul-24A11460 Install Gaurd Shack (Including Finishes) 12 70 08-Jul-24 24-Jul-24A16180 Backfill Curb and Gutter for Sidewalk 5 39 16-Jul-24 23-Jul-24A10120 Install Sidewalks 12 39 23-Jul-24 08-Aug-24A10100 Install Finish/Grade AB for Asphalt 12 39 08-Aug-24 26-Aug-24A10110 Install Asphalt 8 39 26-Aug-24 06-Sep-24A10130 Install Bollards 12 51 06-Sep-24 24-Sep-24A10150 Install Entrance/Exit Gates 18 39 06-Sep-24 02-Oct-24A10140 Install Signage and Stripping 6 51 24-Sep-24 02-Oct-24 Landscaping/Finishes 32 39 02-Oct-24 19-Nov-24
A10170 Install Fencing 12 39 02-Oct-24 18-Oct-24
Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
030000 - Truck Loadout SOG Lift Drawings
331623 - Wrapped Prestressed Concrete Ta...
211300 - Fire Suppression Sprinkler Syst...
331623 - Wrapped Prestressed Concrete Ta...
283119 - Fire Protection and Signaling S...
030000 - Dewatering Building Deck Lift D...
406200 - Computer System Hardware406816 - Computer System Software 260000 - Pre-Engineered Electrical Build...
411213.36 - Screw Conveyors460906 - Live Bottom Bins
22-Feb-24, Process Shutdown Requests
28-Oct-22, PSR Submittals
PSR - Relocate Existing Sampler - Submit...
PSR - Connection to EBOS - SubmittalPSR - Connection to Headworks - Submitta...PSR - Connection to Existing Electrical ...
PSR - Re-Route Potable Water - Submittal
PSR - Connection to Existing WTR4 - Subm...PSR - Connection to Existing WTR1 - Subm... 22-Feb-24, PSR Execution
PSR - Relocate Existing Sampler - Execut...
PSR - Re-Route Potable Water - Execution
PSR - Connection to Existing Electrical ...
PSR - Connection to Existing WTR4 - Exec...PSR - Connection to Existing WTR1 - Exec...
PSR - Connection to EBOS - ExecutionPSR - Connection to Headworks - Executio... 19-Nov-24, Dewatering Facility Area19-Nov-24, Site Work 21-Jun-24, Yard Piping
D/L/B Digested Sludge Lines (2 - 10" TRS...
D/L/B Centrate Lines (2 - 12" CEN) to Dr...
D/L/B SWPS Lines (1 - 12" SWPS) to Drill...
D/L/B WTR3 (1 - 10") and WTR4 (1-10") Li...
D/L/B WTR4 (1-10") Line - WTR4 to 16" RW
D/L/B WTR4 (1-6"/10") Line - WTR4 Around...
D/L/B Sewer Lines
D/L/B Potable Water Lines
D/L/B Service Water Lines - SD Pump Stat...
D/L/B West SD Lines (Inc. CB's and MH's)
D/L/B East SD Lines (Inc. CB's and MH's)
D/L/B Building Ground Grid
04-Jan-24, Storm Drain Pump Station
Shoring/Excavate for Vault
Install Dewatering
Subgrade for Vault
Install Precast Vault
Backfill Vault
Subgrade for Pump Station
F/R/P Pump Station
Install Pumps
Install Mechanical
Install Electrical
08-Feb-24, Process Drain and Sanitary Pu...
Shoring/Excavate for Pump Stations
Install Dewatering
Subgrade for Vault
Install Process Drain Pump Station
Install Sanitary Pump Station
Backfill Pump Stations
Subgrade for Pump Station Pad
F/R/P Pump Station Pad
Install Mechanical
Install Electrical
02-Oct-24, Civil Work
Aggregate Base and Subgrade - WTR1 Air G...
F/R/P WTR1 Air Gap Skid SOG
Install WTR1 Air Gap Skid (Include Assoc...
Aggregate Base and Subgrade - Polymer Un...
F/R/P Polymer Unloading SOG
Cut/Balance for Roadway AB
Install Roadway AB for Curb and Gutter
Install Curb and Gutter
Aggregate Base and Subgrade - Guard Shac...
F/R/P Guard Shack SOG
Install Gaurd Shack (Including Finishes)
Backfill Curb and Gutter for Sidewalk
Install Sidewalks
Install Finish/Grade AB for Asphalt
Install Asphalt
Install Bollards
Install Entrance/Exit GatesInstall Signage and Stripping 19-Nov-24, Landscaping/Finishes
Install Fencing
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 16 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A10160 Install Landscaping 20 39 18-Oct-24 19-Nov-24
Site Electrical 157 336 20-Jan-23 05-Sep-23
A9900 D/L/B Electrical Ductbanks - Existing MH To Transformers 16 183 20-Jan-23 13-Feb-23A11360 D/L/B Electrical Ductbanks - Existing MH To Building (Control-Fiber) 16 183 14-Feb-23 08-Mar-23A9920 D/L/B Electrical Ductbanks - Bldg To Transformers 8 183 09-Mar-23 20-Mar-23A10010 D/L/B Electrical Ductbanks - SD Pump Station/WTR1 Air Gap Skid 16 269 21-Mar-23 12-Apr-23A10050 D/L/B Electrical Ductbanks - Zanker Road Gate 8 269 13-Apr-23 24-Apr-23A10970 D/L/B Electrical Ductbanks - South Gate/Guard Shack 8 269 25-Apr-23 04-May-23A10870 D/L/B - Site Lighting Ductbank 18 269 05-May-23 31-May-23A10860 Site Lighting - F/R/P Light Pole Foundations 12 373 01-Jun-23 16-Jun-23A10880 Site Lighting - Install Light Pole - Pull/Terminate Wire 18 336 10-Aug-23 05-Sep-23 Sludge Dewatering Building 549 42 22-Aug-22 14-Nov-24
Underground Utilities 16 0 06-Sep-22 27-Sep-22
A12770 D/L/B 3" WTR1 Line (SOG Penetration) 4 0 06-Sep-22 09-Sep-22A6030 D/L/B 10" TRS Lines (2) (SOG Penetration) 6 0 12-Sep-22 19-Sep-22A12760 D/L/B 10" WTR3 & WTR4 Lines (2) (SOG Penetration) 6 0 20-Sep-22 27-Sep-22 Earthwork 106 351 22-Aug-22 01-Feb-23
A8670 Fine Grade SOG Subgrade 8 18 22-Aug-22 31-Aug-22A11200 Excavate/Subgrade Elevator Shaft 4 7 22-Aug-22 25-Aug-22A13180 Excavate/Subgrade Polymer Sump/Valve Pit 2 7 26-Aug-22 29-Aug-22A13200 Backfill Elevator Shaft 2 9 20-Sep-22 22-Sep-22A13210 Backfill Polymer Sump/Valve Pit 2 7 22-Sep-22 26-Sep-22A9310 Backfill SOG 8 351 20-Jan-23 01-Feb-23 Structural 359 124 26-Aug-22 20-Feb-24
Building First Floor - SOG 303 142 26-Aug-22 20-Nov-23
A11180 F/R/P Elevator Shaft SOG 6 9 26-Aug-22 02-Sep-22A8580 F/R/P Polymer Sump/Valve Pit SOG 6 7 30-Aug-22 07-Sep-22A11190 F/R/P Elevator Shaft Walls 6 9 06-Sep-22 13-Sep-22A8590 F/R/P Polymer Sump/Valve Pit Walls 6 7 08-Sep-22 15-Sep-22A13240 Cure Time - Elevator Shaft Walls 7 13 14-Sep-22 20-Sep-22A13250 Cure Time - Polymer Sump/Valve Pit Walls 7 11 16-Sep-22 22-Sep-22A8640 Install SOG Edge Form - SOG Placements 1 Through 2 6 0 28-Sep-22 05-Oct-22A8650 Install SOG Reinforcement Bar and Bulkheads - SOG Placements 1 & 2 12 0 06-Oct-22 24-Oct-22A13260 Install SOG Edge Form - SOG Placements 3 Through 6 8 20 06-Oct-22 18-Oct-22A13280 Install SOG Reinforcement Bar and Bulkheads - SOG Placements 3 Thru 6 18 16 25-Oct-22 18-Nov-22A8660 SOG Placements 1 - Install Embeds/Dowels/Place Concrete 6 0 08-Nov-22 16-Nov-22A8680 SOG Placements 2 - Install Embeds/Dowels/Place Concrete 6 0 17-Nov-22 28-Nov-22A8690 SOG Placements 3 - Install Embeds/Dowels/Place Concrete 6 16 09-Dec-22 16-Dec-22A8700 SOG Placements 4 - Install Embeds/Dowels/Place Concrete 6 16 19-Dec-22 03-Jan-23A13270 SOG Placements 5 - Install Embeds/Dowels/Place Concrete 6 48 04-Jan-23 11-Jan-23A13620 SOG Placements 6 - Install Embeds/Dowels/Place Concrete 6 50 12-Jan-23 19-Jan-23A8980 F/R/P Stair No. 3 SOG (North) 6 345 20-Jan-23 30-Jan-23A13390 F/R/P Equipment Pads - Electrical Room 8 128 11-May-23 23-May-23A9000 F/R/P Equipment Pads - Centrifuge Pumps (4) 6 24 05-Oct-23 13-Oct-23A8990 F/R/P Polymer Containment Walls 12 30 13-Oct-23 01-Nov-23A13310 F/R/P Equipment Pads - Polymer Feed Pads 6 30 01-Nov-23 09-Nov-23A13320 F/R/P Equipment Pads - Misc (Air Compressor, Etc.) 6 30 09-Nov-23 20-Nov-23 Building First Floor - Walls 108 251 29-Nov-22 10-May-23 A8710 F/R/P Wall Placement 1 (Inc. Penetrations, Embeds, Beam Pockets) 12 0 29-Nov-22 14-Dec-22A8720 F/R/P Wall Placement 3 & 4 (Inc. Penetrations, Embeds, Beam Pockets) 16 0 15-Dec-22 13-Jan-23A11240 F/R/P Wall Placement 2 (Inc. Penetrations, Embeds, Beam Pockets) 8 0 16-Jan-23 26-Jan-23A8730 F/R/P Wall Placement 6 (Elevator Shaft) (Inc. Penetrations, Embeds, Beam Pockets) 16 0 27-Jan-23 17-Feb-23A8780 F/R/P Columns Placement 1 Thru 3 8 46 27-Jan-23 07-Feb-23A11170 F/R/P Wall Placement 5 (Inc. Penetrations, Embeds, Beam Pockets) 8 8 27-Jan-23 07-Feb-23A8740 F/R/P Wall Placement 7 (Inc. Penetrations, Embeds, Beam Pockets) 8 30 08-Feb-23 17-Feb-23A12510 F/R/P Columns Placement 4 Thru 6 8 46 08-Feb-23 17-Feb-23A8750 F/R/P Wall Placement 8 & 9 (Inc. Penetrations, Embeds, Beam Pockets) 12 30 21-Feb-23 08-Mar-23A13790 F/R/P Columns Placement 7 Thru 9 8 46 21-Feb-23 02-Mar-23A13910 F/R/P Columns Placement 10 Thru 12 8 46 03-Mar-23 14-Mar-23A8760 F/R/P Wall Placement 10 (Inc. Penetrations, Embeds, Beam Pockets) 10 30 09-Mar-23 22-Mar-23A8770 F/R/P Wall Placement 11 (Inc. Penetrations, Embeds, Beam Pockets) 10 30 23-Mar-23 06-Apr-23A10220 F/R/P Interior Wall Placement 1 & 2 8 251 07-Apr-23 18-Apr-23A10240 F/R/P Interior Wall Placement 3 & 4 8 251 19-Apr-23 28-Apr-23A10250 F/R/P Interior Wall Placement 5 & 6 8 251 01-May-23 10-May-23 Building Electrical Room Roof 93 124 27-Jan-23 11-Jun-23 A8970 Electrical Room Roof - Install Falsework (Inc. Beams) 16 107 27-Jan-23 17-Feb-23A10260 Electrical Room Roof - Install Edge Form 6 113 21-Feb-23 28-Feb-23A10270 Electrical Room Roof - Install Beam/Deck Reinforcement Bar and Bulkheads (Inc. Beams) 12 107 21-Feb-23 08-Mar-23A10280 Electrical Room Roof - Concrete Placement 1 - Install Embeds/Dowels/Place Concrete (Inc. Beams) 8 107 09-Mar-23 20-Mar-23A10290 Electrical Room Roof - Concrete Placement 2 - Install Embeds/Dowels/Place Concrete (Inc. Beams) 6 107 21-Mar-23 28-Mar-23A13330 Electrical Room Roof - 28 Day Concrete Strength 28 184 29-Mar-23 25-Apr-23A13370 F/R/P Parapet Walls Placement - 1 & 3 8 107 29-Mar-23 10-Apr-23A13380 F/R/P Parapet Walls Placement - 2 6 107 11-Apr-23 18-Apr-23A13360 F/R/P Wall - North Side of the Electrical Building Roof 10 107 19-Apr-23 02-May-23A13340 Electrical Room Roof - Remove Falsework 12 128 25-Apr-23 11-May-23A9850 F/R/P Electrical Room Roof Pads 8 107 03-May-23 12-May-23A13400 Electrical Room Roof - Moisture Time Before Roofing 30 156 13-May-23 11-Jun-23A9340 Point and Patch Electrical Room 8 128 23-May-23 05-Jun-23 Building Second Floor - Deck 171 24 21-Feb-23 24-Oct-23 A8860 Install Bldg Deck Placements 3 & 4 - Install Falsework (Inc. Beams) 30 0 21-Feb-23 04-Apr-23A13410 Install Bldg Deck Placements 5 & 6 - Install Falsework (Inc. Beams) 20 0 05-Apr-23 02-May-23A8870 Install Edge Form Placement 3 Thru 6 10 22 03-May-23 16-May-23A13420 Install Beam Reinforcement Bar and Bulkheads Placement 3 Thru 6 12 0 03-May-23 18-May-23A14420 Install Bldg Deck Placements 7 & 8 - Install Falsework (Inc. Beams) 12 12 03-May-23 18-May-23A8880 Install Deck Reinforcement Bar and Bulkheads Placement 3 Thru 6 10 0 19-May-23 02-Jun-23A14430 Install Edge Form Placement 7 Thru 8 6 40 19-May-23 26-May-23 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
Install Landscaping
05-Sep-23, Site Electrical
D/L/B Electrical Ductbanks - Existing MH...
D/L/B Electrical Ductbanks - Existing MH...
D/L/B Electrical Ductbanks - Bldg To Tra...
D/L/B Electrical Ductbanks - SD Pump Sta...
D/L/B Electrical Ductbanks - Zanker Road...
D/L/B Electrical Ductbanks - South Gate/...
D/L/B - Site Lighting Ductbank
Site Lighting - F/R/P Light Pole Foundat...
Site Lighting - Install Light Pole - Pul...
14-Nov-24, Sludge Dewatering Building
27-Sep-22, Underground Utilities
D/L/B 3" WTR1 Line (SOG Penetration)
D/L/B 10" TRS Lines (2) (SOG Penetration...
D/L/B 10" WTR3 & WTR4 Lines (2) (SOG Pen...
01-Feb-23, Earthwork
Fine Grade SOG Subgrade
Excavate/Subgrade Elevator Shaft
Excavate/Subgrade Polymer Sump/Valve Pit
Backfill Elevator Shaft
Backfill Polymer Sump/Valve Pit
Backfill SOG
20-Feb-24, Structural
20-Nov-23, Building First Floor - SOG
F/R/P Elevator Shaft SOG
F/R/P Polymer Sump/Valve Pit SOG
F/R/P Elevator Shaft Walls
F/R/P Polymer Sump/Valve Pit Walls
Cure Time - Elevator Shaft Walls
Cure Time - Polymer Sump/Valve Pit Walls
Install SOG Edge Form - SOG Placements 1...
Install SOG Reinforcement Bar and Bulkhe...
Install SOG Edge Form - SOG Placements 3...
Install SOG Reinforcement Bar and Bulkhe...
SOG Placements 1 - Install Embeds/Dowels...
SOG Placements 2 - Install Embeds/Dowels...
SOG Placements 3 - Install Embeds/Dowels...
SOG Placements 4 - Install Embeds/Dowels...
SOG Placements 5 - Install Embeds/Dowels...
SOG Placements 6 - Install Embeds/Dowels...
F/R/P Stair No. 3 SOG (North)
F/R/P Equipment Pads - Electrical Room
F/R/P Equipment Pads - Centrifuge Pumps ...
F/R/P Polymer Containment Walls
F/R/P Equipment Pads - Polymer Feed Pads
F/R/P Equipment Pads - Misc (Air Compres...
10-May-23, Building First Floor - Walls
F/R/P Wall Placement 1 (Inc. Penetration...
F/R/P Wall Placement 3 & 4 (Inc. Penetra...
F/R/P Wall Placement 2 (Inc. Penetration...
F/R/P Wall Placement 6 (Elevator Shaft) ...
F/R/P Columns Placement 1 Thru 3F/R/P Wall Placement 5 (Inc. Penetration...
F/R/P Wall Placement 7 (Inc. Penetration...F/R/P Columns Placement 4 Thru 6 F/R/P Wall Placement 8 & 9 (Inc. Penetra...
F/R/P Columns Placement 7 Thru 9
F/R/P Columns Placement 10 Thru 12
F/R/P Wall Placement 10 (Inc. Penetratio...
F/R/P Wall Placement 11 (Inc. Penetratio...
F/R/P Interior Wall Placement 1 & 2
F/R/P Interior Wall Placement 3 & 4
F/R/P Interior Wall Placement 5 & 6
11-Jun-23, Building Electrical Room Roof
Electrical Room Roof - Install Falsework...
Electrical Room Roof - Install Edge Form
Electrical Room Roof - Install Beam/Deck...
Electrical Room Roof - Concrete Placemen...
Electrical Room Roof - Concrete Placemen...
Electrical Room Roof - 28 Day Concrete S...
F/R/P Parapet Walls Placement - 1 & 3
F/R/P Parapet Walls Placement - 2
F/R/P Wall - North Side of the Electrica...
Electrical Room Roof - Remove Falsework
F/R/P Electrical Room Roof Pads
Electrical Room Roof - Moisture Time Bef...
Point and Patch Electrical Room
24-Oct-23, Building Second Floor - Deck
Install Bldg Deck Placements 3 & 4 - Ins...
Install Bldg Deck Placements 5 & 6 - Ins...
Install Edge Form Placement 3 Thru 6
Install Beam Reinforcement Bar and Bulkh...Install Bldg Deck Placements 7 & 8 - Ins...
Install Deck Reinforcement Bar and Bulkh...
Install Edge Form Placement 7 Thru 8
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 17 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A14440 Install Beam Reinforcement Bar and Bulkheads Placement 7 Thru 8 8 12 19-May-23 31-May-23A14450 Install Deck Reinforcement Bar and Bulkheads Placement 7 Thru 8 8 12 01-Jun-23 12-Jun-23A8890 Deck Placements 3 - Install Embeds/Dowels/Place Concrete 8 0 19-Jun-23 28-Jun-23A8900 Deck Placements 4 - Install Embeds/Dowels/Place Concrete 6 0 29-Jun-23 07-Jul-23A8910 Deck Placements 5 - Install Embeds/Dowels/Place Concrete 6 0 10-Jul-23 17-Jul-23A8960 Deck Placements 3 & 4 - F/R/P Steel Column Pilasters and Anchor Bolts 8 14 10-Jul-23 19-Jul-23A14460 Deck Placements 6 - Install Embeds/Dowels/Place Concrete 6 0 18-Jul-23 25-Jul-23A9450 F/R/P Centrifuge Equipment Pads and Platform Pilasters 16 71 26-Jul-23 16-Aug-23A11210 Deck Placements 5 & 6 - F/R/P Steel Column Pilasters and Anchor Bolts 6 10 26-Jul-23 02-Aug-23A14470 Deck Placements 7 - Install Embeds/Dowels/Place Concrete 6 0 26-Jul-23 02-Aug-23A14480 Deck Placements 8 - Install Embeds/Dowels/Place Concrete 6 0 03-Aug-23 10-Aug-23A8940 Deck - 28 Day Concrete Strength 28 0 11-Aug-23 07-Sep-23A11220 Deck Placements 7 & 8 - F/R/P Steel Column Pilasters and Anchor Bolts 6 4 11-Aug-23 18-Aug-23A13350 Steel Column Pilasters - 28 Day Concrete Strength 28 6 19-Aug-23 15-Sep-23A8950 Remove Deck Falsework 20 0 07-Sep-23 05-Oct-23A9350 Point and Patch First Floor 12 0 05-Oct-23 24-Oct-23 Building Second Floor - Walls 131 86 18-Jul-23 01-Feb-24 A12470 F/R/P Elevator Shaft Wall 12 89 18-Jul-23 02-Aug-23A12480 Install Elevator Shaft Metal Deck 2 89 03-Aug-23 04-Aug-23A12490 F/R/P Elevator Deck 6 89 07-Aug-23 14-Aug-23A13460 F/R/P 2nd Floor Curb Wall - Placement 1 & 2 10 86 09-Jan-24 24-Jan-24A13470 F/R/P 2nd Floor Curb Wall - Placement 3 6 86 24-Jan-24 01-Feb-24 Structural Steel 100 124 15-Sep-23 20-Feb-24
A8800 Install 2nd Floor Main Structural Steel 40 4 15-Sep-23 14-Nov-23A9440 Install Polymer Feed Platform/Grating 14 30 09-Nov-23 04-Dec-23A11230 Grout Column Bases (26) 7 131 14-Nov-23 27-Nov-23A13450 Install Bridge Crane Supports and Beams 6 4 14-Nov-23 22-Nov-23A9010 Install Centrifgue Platform/Grating 16 4 22-Nov-23 18-Dec-23A8810 Install Roof Joists 10 4 18-Dec-23 09-Jan-24A8840 Install Stair No. 3 (North) 8 114 09-Jan-24 19-Jan-24A8850 Install Upper Roof Decking and Roof Curbs 10 4 09-Jan-24 24-Jan-24A13480 Install Conveyor Bridge to Truck Loading 16 99 09-Jan-24 01-Feb-24A8830 Install Stair No. 2 (South) 12 114 19-Jan-24 07-Feb-24A9580 Install Lower Roof Decking and Roof Curbs 5 31 24-Jan-24 31-Jan-24A8820 Install Stair No. 1 (West) 8 124 07-Feb-24 20-Feb-24 Architectural Finishes 354 42 12-Jun-23 14-Nov-24
Building 221 50 15-Aug-23 10-Jul-24
A12460 Install Elevator 20 105 15-Aug-23 12-Sep-23A12560 Paint First Floor Concrete Walls 12 60 24-Oct-23 09-Nov-23A14860 Install Polymer Area Handrail and Stairs 16 170 04-Dec-23 03-Jan-24A10230 Install Stair No. 3 (North) - Handrail 12 114 19-Jan-24 07-Feb-24A14550 Install 2nd Floor Girts and Metal Panels - Gridline E 16 4 24-Jan-24 15-Feb-24A10830 Install Stair No. 2 (South) - Handrail 18 114 07-Feb-24 05-Mar-24A14540 Install 2nd Floor Girts and Metal Panels - Gridline 2 & 7 16 4 15-Feb-24 11-Mar-24A10840 Install Stair No. 1 (West) - Handrail 8 114 05-Mar-24 15-Mar-24A14530 Install 2nd Floor Girts and Metal Panels - Gridline B 16 4 11-Mar-24 03-Apr-24A14560 Install 2nd Floor Translucent Curtain Wall - Gridline 2 16 32 03-Apr-24 25-Apr-24A9400 Install 2nd Floor Translucent Curtain Wall - Gridline A 16 32 25-Apr-24 17-May-24A9410 Install Upper Roofing, Coping and Flashing 16 42 25-Apr-24 17-May-24A9420 Install Exterior Doors and Windows 8 56 17-May-24 30-May-24A9430 Install Exterior Overhead Doors 8 68 17-May-24 30-May-24A9700 Install Roof Skylights 8 68 17-May-24 30-May-24A12580 Paint Structural Steel and Roof Joist 16 50 17-May-24 11-Jun-24A14570 Install Lower Roofing, Coping and Flashing 12 52 17-May-24 05-Jun-24A12590 Install Acoustical Wall Panels 20 50 11-Jun-24 10-Jul-24 Electrical Room 46 350 12-Jun-23 15-Aug-23
A12670 Install Roofing 10 108 12-Jun-23 23-Jun-23A13440 Install Roof Coping/Flashing and Downspouts 6 108 26-Jun-23 03-Jul-23A12610 Paint Walls 6 108 05-Jul-23 12-Jul-23A13430 Install Roof Screen 8 372 05-Jul-23 14-Jul-23A12600 Install Floor Sealant 4 220 10-Aug-23 15-Aug-23 First Floor - Occupied Spaces 250 52 24-Oct-23 30-Oct-24 A9020 Install Rough Framing 18 136 24-Oct-23 20-Nov-23A9030 Rough-in HVAC 18 136 20-Nov-23 18-Dec-23A9050 Rough-in Electrical 12 136 18-Dec-23 11-Jan-24A9480 Rough-in Plumbing 10 136 11-Jan-24 26-Jan-24A9040 Install Finish Framing 6 136 26-Jan-24 05-Feb-24A12570 Install Drywall 12 52 05-Jun-24 21-Jun-24A9060 Paint Walls 14 52 21-Jun-24 12-Jul-24A9100 Install Lighting 12 52 12-Jul-24 30-Jul-24A9110 Install Drop Ceiling 10 52 30-Jul-24 13-Aug-24A9080 Install Bathroom Tile 10 52 13-Aug-24 27-Aug-24A16190 Install Ceiling Finishes 8 66 13-Aug-24 23-Aug-24A9070 Install Tile Flooring 12 52 27-Aug-24 13-Sep-24A9090 Install Bathroom Partitions 6 62 13-Sep-24 23-Sep-24A9360 Install Interior Doors, Finishes 16 52 13-Sep-24 07-Oct-24A9120 Install Bathroom Cabinets, Fixtures, Finishes 16 52 07-Oct-24 30-Oct-24 Second Floor - Occupied Spaces 198 42 01-Feb-24 14-Nov-24 A9460 Install Rough Framing 18 86 01-Feb-24 28-Feb-24A9470 Rough-in HVAC 18 86 28-Feb-24 25-Mar-24A13220 Rough-in Electrical 14 86 25-Mar-24 15-Apr-24A13230 Rough-in Plumbing 8 86 15-Apr-24 25-Apr-24A9490 Install Finish Framing 6 42 27-Jun-24 08-Jul-24A14490 Install Drywall 12 42 08-Jul-24 24-Jul-24A9500 Paint Walls 14 42 24-Jul-24 13-Aug-24A9510 Install Lighting 12 42 13-Aug-24 29-Aug-24 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
Install Beam Reinforcement Bar and Bulkh...
Install Deck Reinforcement Bar and Bulkh...
Deck Placements 3 - Install Embeds/Dowel...
Deck Placements 4 - Install Embeds/Dowel...
Deck Placements 5 - Install Embeds/Dowel...
Deck Placements 3 & 4 - F/R/P Steel Colu...
Deck Placements 6 - Install Embeds/Dowel...
F/R/P Centrifuge Equipment Pads and Plat...
Deck Placements 5 & 6 - F/R/P Steel Colu...Deck Placements 7 - Install Embeds/Dowel...
Deck Placements 8 - Install Embeds/Dowel...
Deck - 28 Day Concrete Strength
Deck Placements 7 & 8 - F/R/P Steel Colu...
Steel Column Pilasters - 28 Day Concrete...
Remove Deck Falsework
Point and Patch First Floor
01-Feb-24, Building Second Floor - Walls
F/R/P Elevator Shaft Wall
Install Elevator Shaft Metal Deck
F/R/P Elevator Deck
F/R/P 2nd Floor Curb Wall - Placement 1 ...
F/R/P 2nd Floor Curb Wall - Placement 3
20-Feb-24, Structural Steel
Install 2nd Floor Main Structural Steel
Install Polymer Feed Platform/Grating
Grout Column Bases (26)
Install Bridge Crane Supports and Beams
Install Centrifgue Platform/Grating
Install Roof Joists
Install Stair No. 3 (North)
Install Upper Roof Decking and Roof Curb...
Install Conveyor Bridge to Truck Loading
Install Stair No. 2 (South)
Install Lower Roof Decking and Roof Curb...
Install Stair No. 1 (West)
14-Nov-24, Architectural Finishes
10-Jul-24, Building
Install Elevator
Paint First Floor Concrete Walls
Install Polymer Area Handrail and Stairs
Install Stair No. 3 (North) - Handrail
Install 2nd Floor Girts and Metal Panels...
Install Stair No. 2 (South) - Handrail
Install 2nd Floor Girts and Metal Panels...
Install Stair No. 1 (West) - Handrail
Install 2nd Floor Girts and Metal Panels...
Install 2nd Floor Translucent Curtain Wa...
Install 2nd Floor Translucent Curtain Wa...Install Upper Roofing, Coping and Flashi...
Install Exterior Doors and WindowsInstall Exterior Overhead DoorsInstall Roof Skylights Paint Structural Steel and Roof Joist
Install Lower Roofing, Coping and Flashi...
Install Acoustical Wall Panels
15-Aug-23, Electrical Room
Install Roofing
Install Roof Coping/Flashing and Downspo...
Paint Walls
Install Roof Screen
Install Floor Sealant
30-Oct-24, First Floor - Occupied Spaces
Install Rough Framing
Rough-in HVAC
Rough-in Electrical
Rough-in Plumbing
Install Finish Framing
Install Drywall
Paint Walls
Install Lighting
Install Drop Ceiling
Install Bathroom Tile
Install Ceiling Finishes
Install Tile Flooring
Install Bathroom Partitions
Install Interior Doors, Finishes
Install Bathroom Cabinets, Fixtures, Fin...
14-Nov-24, Second Floor - Occupied Space...
Install Rough Framing
Rough-in HVAC
Rough-in Electrical
Rough-in Plumbing
Install Finish Framing
Install Drywall
Paint Walls
Install Lighting
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 18 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A9520 Install Drop Ceiling 10 42 29-Aug-24 13-Sep-24A9530 Install Bathroom Tile 6 42 13-Sep-24 23-Sep-24A16200 Install Ceiling Finishes 8 44 13-Sep-24 25-Sep-24A9540 Install Tile Flooring 4 42 23-Sep-24 27-Sep-24A9550 Install Bathroom Partitions 2 56 27-Sep-24 01-Oct-24A9560 Install Interior Doors, Finishes 16 42 27-Sep-24 22-Oct-24A9570 Install Bathroom Cabinets, Fixtures, Finishes 16 42 22-Oct-24 14-Nov-24 Mechanical 260 100 05-Jul-23 24-Jul-24
Plumbing 18 136 26-Jan-24 22-Feb-24
A8480 Install Building Potable Water Lines 10 136 26-Jan-24 09-Feb-24A8490 Install Eyewashes and Eyewash Potable Water Lines 8 136 09-Feb-24 22-Feb-24 Equipment 168 41 07-Sep-23 17-May-24
A14700 Install Centrate Slide Gate 8 151 07-Sep-23 19-Sep-23A9200 Install Centrifuge Feed Pumps (4) 8 24 13-Oct-23 26-Oct-23A9190 Install Grinders (4) 2 24 26-Oct-23 30-Oct-23A9220 Install Compressor System Equipment 8 30 20-Nov-23 04-Dec-23A9240 Install Bridge Cranes 4 16 22-Nov-23 30-Nov-23A9210 Install Polymer Feed Blenders (4) 4 30 04-Dec-23 08-Dec-23A9230 Install Centrifuges 8 18 18-Dec-23 05-Jan-24A9770 Install Conveyor System Inside Building 16 18 05-Jan-24 30-Jan-24A9630 Install Centrate Pumps 6 59 11-Mar-24 19-Mar-24A9780 Install Conveyor System From Dewatering to Cake Loadout 16 41 25-Apr-24 17-May-24 Mechanical Pipe 182 100 24-Oct-23 24-Jul-24
A8790 First Floor - Install Centrate Piping (Centrifuge 1 & 3) to Wetwell 14 0 24-Oct-23 14-Nov-23A14670 First Floor - Install Centrate Piping (Centrifuge 2 & 4) to Wetwell 14 0 14-Nov-23 06-Dec-23A8540 First Floor - Install Digested Sludge Piping - Suction 16 0 06-Dec-23 05-Jan-24A14720 Install 2nd Floor Drain Piping 24 144 06-Dec-23 17-Jan-24A14660 First Floor - Install Digested Sludge Piping - Discharge 16 0 05-Jan-24 30-Jan-24A8550 First Floor - Install Polymer Piping 16 0 30-Jan-24 22-Feb-24A9650 First Floor - Install Utility Stations 6 8 30-Jan-24 07-Feb-24A9800 Second Floor - Install Centrate Piping 12 6 30-Jan-24 15-Feb-24A9140 First Floor - Install Service Water Piping 18 8 07-Feb-24 05-Mar-24A9790 Second Floor - Install Digested Sludge Piping 16 6 15-Feb-24 11-Mar-24A9640 First Floor - Install Service Air Piping 18 8 05-Mar-24 29-Mar-24A9810 Second Floor - Install Polymer Piping 12 6 11-Mar-24 27-Mar-24A9130 Centrate Wetwell - Install Centrate Piping Suction (Wetwell to Pumps) 10 59 19-Mar-24 03-Apr-24A9820 Second Floor - Install Utility Stations 6 8 29-Mar-24 09-Apr-24A12170 Centrate Wetwell - Install Centrate Piping Discharge (Pumps to Underground) 16 59 03-Apr-24 25-Apr-24A9830 Second Floor - Install Service Water Piping 16 8 09-Apr-24 01-May-24A14800 Paint/Label Digester Sludge Piping 12 122 09-Apr-24 25-Apr-24A14690 Centrate Wetwell - Install Centrate Overflow Piping 8 59 25-Apr-24 07-May-24A9840 Second Floor - Install Service Air Piping 16 8 01-May-24 23-May-24A14780 Paint/Label Polymer Piping 12 137 14-May-24 31-May-24A14820 Paint/Label Utility Water Piping 12 96 15-May-24 03-Jun-24A14710 Install Roof Drain Piping 24 60 17-May-24 21-Jun-24A14790 Paint/Label Centrate Piping 12 127 29-May-24 14-Jun-24A14840 Paint/Label IPA Piping 8 112 25-Jun-24 08-Jul-24A14810 Paint/Label Roof/2nd Floor Drain Piping 12 60 08-Jul-24 24-Jul-24 HVAC 242 42 05-Jul-23 27-Jun-24
A9600 Install Electrical Room Exhaust, Supply and AC Units 6 200 05-Jul-23 12-Jul-23A9370 Install Electrical Room Ductwork 12 180 10-Aug-23 25-Aug-23A9380 Install First Floor Ductwork 20 138 18-Dec-23 24-Jan-24A9610 Install Roof Exhaust, Supply and AC Units 8 42 17-May-24 30-May-24A9390 Install Second Floor Ductwork 20 42 30-May-24 27-Jun-24 Odor Control 48 35 11-Mar-24 17-May-24
A9590 Install Second Floor 10" FA FRP (Centrate Wetwell) 16 35 11-Mar-24 03-Apr-24A14520 Install Second Floor 14" to 20" FA FRP (Centrifuges) 16 35 03-Apr-24 25-Apr-24A14680 Install Second Floor 4" to 10" FA FRP (Centrifuges) 16 35 25-Apr-24 17-May-24 Fire Protection 164 28 28-Aug-23 01-May-24
A9160 Install Electrical Room Fire Protection 12 180 28-Aug-23 13-Sep-23A9150 Install First Floor Fire Protection 20 60 09-Nov-23 12-Dec-23A9170 Install Second Floor Fire Protection 20 4 03-Apr-24 01-May-24 Electrical 486 61 25-Oct-22 16-Oct-24
A8630 Install Embedded SOG Conduit - SOG Placements 1 & 2 10 0 25-Oct-22 07-Nov-22A13290 Install Embedded SOG Conduit - SOG Placements 3 Thru 6 12 16 21-Nov-22 08-Dec-22A8930 Install Embedded Deck Conduit - Deck Placement 3 Thru 6 10 0 05-Jun-23 16-Jun-23A8920 Install Embedded Deck Conduit - Deck Placement 7 Thru 8 6 12 13-Jun-23 20-Jun-23 Electrical Room 313 61 13-Jul-23 16-Oct-24
A9250 Install Electrical Equipment 20 108 13-Jul-23 09-Aug-23A9260 Install Conduit 20 108 10-Aug-23 07-Sep-23A11370 Pull/Terminate Control (Fiber) to To Existing Fiber 12 108 08-Sep-23 25-Sep-23A9290 Pull/Terminate Wire to Transformer 10 108 26-Sep-23 09-Oct-23A9300 Pull/Terminate Wire to Inter-Equipment 10 108 10-Oct-23 24-Oct-23A9280 Install Fire Alarm 12 152 25-Oct-23 09-Nov-23A9270 Install Lighting (Inc. Conduit and Wire) 8 152 13-Nov-23 22-Nov-23A11390 Pull/Terminate Power/Control to Entrance/Exist Gates 10 61 02-Oct-24 16-Oct-24 First Floor 108 0 12-Dec-23 23-May-24
A9670 First Floor - Install Fire Alarm 12 64 12-Dec-23 05-Jan-24A9660 First Floor - Install Conduit 16 0 22-Feb-24 15-Mar-24A9710 First Floor - Install Lighting (Inc. Conduit and Wire) 16 0 15-Mar-24 09-Apr-24A9680 First Floor - Pull/Terminate Power Wire 16 0 09-Apr-24 01-May-24A9690 First Floor - Pull/Terminate Control Wire 16 0 01-May-24 23-May-24 Second Floor 72 0 27-Mar-24 10-Jul-24
A9720 Second Floor - Install Conduit 18 6 27-Mar-24 23-Apr-24A9760 Second Floor - Install Lighting (Inc. Conduit and Wire) 16 6 23-Apr-24 15-May-24A9730 Second Floor - Install Fire Alarm 12 4 01-May-24 17-May-24 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
Install Drop Ceiling
Install Bathroom Tile
Install Ceiling Finishes
Install Tile Flooring
Install Bathroom Partitions
Install Interior Doors, Finishes
Install Bathroom Cabinets, Fixtures, Fin...
24-Jul-24, Mechanical
22-Feb-24, Plumbing
Install Building Potable Water Lines
Install Eyewashes and Eyewash Potable Wa...
17-May-24, Equipment
Install Centrate Slide Gate
Install Centrifuge Feed Pumps (4)
Install Grinders (4)
Install Compressor System Equipment
Install Bridge Cranes
Install Polymer Feed Blenders (4)
Install Centrifuges
Install Conveyor System Inside Building
Install Centrate Pumps
Install Conveyor System From Dewatering ...
24-Jul-24, Mechanical Pipe
First Floor - Install Centrate Piping (C...
First Floor - Install Centrate Piping (C...
First Floor - Install Digested Sludge Pi...
Install 2nd Floor Drain Piping
First Floor - Install Digested Sludge Pi...
First Floor - Install Polymer Piping
First Floor - Install Utility Stations
Second Floor - Install Centrate Piping
First Floor - Install Service Water Pipi...
Second Floor - Install Digested Sludge P...
First Floor - Install Service Air Piping
Second Floor - Install Polymer Piping
Centrate Wetwell - Install Centrate Pipi...
Second Floor - Install Utility Stations
Centrate Wetwell - Install Centrate Pipi...
Second Floor - Install Service Water Pip...
Paint/Label Digester Sludge Piping
Centrate Wetwell - Install Centrate Over...
Second Floor - Install Service Air Pipin...
Paint/Label Polymer Piping
Paint/Label Utility Water Piping
Install Roof Drain Piping
Paint/Label Centrate Piping
Paint/Label IPA Piping
Paint/Label Roof/2nd Floor Drain Piping
27-Jun-24, HVAC
Install Electrical Room Exhaust, Supply ...
Install Electrical Room Ductwork
Install First Floor Ductwork
Install Roof Exhaust, Supply and AC Unit...
Install Second Floor Ductwork
17-May-24, Odor Control
Install Second Floor 10" FA FRP (Centrat...
Install Second Floor 14" to 20" FA FRP (...
Install Second Floor 4" to 10" FA FRP (C...
01-May-24, Fire Protection
Install Electrical Room Fire Protection
Install First Floor Fire Protection
Install Second Floor Fire Protection
16-Oct-24, Electrical
Install Embedded SOG Conduit - SOG Place...
Install Embedded SOG Conduit - SOG Place...
Install Embedded Deck Conduit - Deck Pla...
Install Embedded Deck Conduit - Deck Pla...
16-Oct-24, Electrical Room
Install Electrical Equipment
Install Conduit
Pull/Terminate Control (Fiber) to To Exi...
Pull/Terminate Wire to Transformer
Pull/Terminate Wire to Inter-Equipment
Install Fire Alarm
Install Lighting (Inc. Conduit and Wire)
Pull/Terminate Power/Control to Entrance...
23-May-24, First Floor
First Floor - Install Fire Alarm
First Floor - Install Conduit
First Floor - Install Lighting (Inc. Con...
First Floor - Pull/Terminate Power Wire
First Floor - Pull/Terminate Control Wir...
10-Jul-24, Second Floor
Second Floor - Install Conduit
Second Floor - Install Lighting (Inc. Co...
Second Floor - Install Fire Alarm
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 19 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A9740 Second Floor - Pull/Terminate Power Wire 16 0 23-May-24 17-Jun-24A9750 Second Floor - Pull/Terminate Control Wire 16 0 17-Jun-24 10-Jul-24 Cake Loadout Building 502 69 22-Aug-22 06-Sep-24
Earthwork 6 79 22-Aug-22 29-Aug-22
A10440 Fine Grade SOG Subgrade 6 79 22-Aug-22 29-Aug-22 Structural 378 67 28-Nov-22 14-Jun-24
Concrete 155 230 28-Nov-22 18-Jul-23
A10460 Install Edge Form 6 19 28-Nov-22 06-Dec-22A10470 Install SOG Reinforcement Bar and Bulkheads 12 19 06-Dec-22 22-Dec-22A10480 Lower SOG Placement 1 - Install Embeds/Dowels/Trench/Place Concrete 10 19 13-Jan-23 30-Jan-23A10490 Lower SOG Placement 3 - Install Embeds/Dowels/Trench/Place Concrete 10 19 30-Jan-23 13-Feb-23A14880 Lower SOG Placement 2 - Install Embeds/Dowels/Trench/Place Concrete 8 19 13-Feb-23 24-Feb-23A10500 Upper SOG Placements 1 & 4 - Install Embeds/Dowels/Place Concrete 12 19 24-Feb-23 14-Mar-23A10510 Upper SOG Placements 3 & 5 - Install Embeds/Dowels/Place Concrete 10 19 14-Mar-23 28-Mar-23A14890 Upper SOG Placements 2 & 6 - Install Embeds/Dowels/Place Concrete 10 19 28-Mar-23 12-Apr-23A14900 F/R/P Storage Bin Pedestals (Col. Embeds) - Bin 1 6 19 12-Apr-23 20-Apr-23A15060 F/R/P Air Handling Pad 8 214 12-Apr-23 24-Apr-23A10660 F/R/P Storage Bin Pedestals (Col. Embeds) - Bin 2 6 19 20-Apr-23 28-Apr-23A10790 F/R/P Storage Bin Pedestals (Col. Embeds) - Bin 3 6 19 28-Apr-23 08-May-23A14920 F/R/P Storage Bin Pedestals (Col. Embeds) - Bin 4 6 19 08-May-23 16-May-23A10520 F/R/P Steel Column Pedestals and Curb (Col. Embeds) - Placements 1 & 4 8 63 16-May-23 26-May-23A14910 Storage Bin Pedestals Concrete 28 Day Strength 28 28 17-May-23 13-Jun-23A10530 F/R/P Steel Column Pedestals and Curb (Col. Embeds) - Placements 3 & 5 8 63 26-May-23 08-Jun-23A10540 F/R/P Steel Column Pedestals and Curb (Col. Embeds) - Placements 2 & 6 8 63 08-Jun-23 20-Jun-23A14930 F/R/P Truck Scale Pedestals - Truck Scale 1 6 237 20-Jun-23 28-Jun-23A10550 Steel Column Pedestals Concrete 28 Day Strength 28 91 21-Jun-23 18-Jul-23A14940 F/R/P Truck Scale Pedestals - Truck Scale 2 6 237 28-Jun-23 07-Jul-23 Structural Steel 160 67 17-Oct-23 14-Jun-24
A10560 Install Structural Steel 20 0 17-Oct-23 15-Nov-23A10580 Install Roof Decking 8 0 15-Nov-23 29-Nov-23A10650 Install East Stair 12 0 15-Nov-23 05-Dec-23A10680 Grout Column Bases 6 2 15-Nov-23 27-Nov-23A10670 Install Access Stairs from Dewatering Bldg Roof 12 0 05-Dec-23 21-Dec-23A10590 Install Scale Platform/Grating 20 67 16-May-24 14-Jun-24 Architectural Finishes 84 170 29-Nov-23 08-Apr-24
A10810 Install Building Girts and Metal Panels - West 16 0 29-Nov-23 21-Dec-23A14960 Install Building Girts and Metal Panels - East 16 0 21-Dec-23 23-Jan-24A14970 Install Building Girts and Metal Panels - North/South 16 0 23-Jan-24 14-Feb-24A10630 Install Roofing, Coping, Downspouts, Etc. 12 0 14-Feb-24 04-Mar-24A10820 Install Stair Handrail 16 32 14-Feb-24 08-Mar-24A12620 Paint Structural Steel 12 0 04-Mar-24 20-Mar-24A10640 Install Doors and Windows 10 40 20-Mar-24 04-Apr-24A10800 Install Overhead Doors 12 170 20-Mar-24 08-Apr-24 Mechanical 249 106 11-Jul-23 16-Jul-24
Plumbing 0 0Equipment 249 41 11-Jul-23 16-Jul-24
A12650 Install/Assemble Storage Bin 1 (Inc. Live Bottom) 16 0 11-Jul-23 02-Aug-23A12630 Install/Assemble Storage Bin 2 (Inc. Live Bottom) 16 0 02-Aug-23 24-Aug-23A12640 Install Storage Bins 1 Interior Liner 4 48 02-Aug-23 08-Aug-23A10600 Install/Assemble Storage Bin 3 (Inc. Live Bottom) 16 0 24-Aug-23 18-Sep-23A16890 Install Storage Bins 2 Interior Liner 4 32 24-Aug-23 30-Aug-23A14950 Install/Assemble Storage Bin 4 (Inc. Live Bottom) 16 0 18-Sep-23 10-Oct-23A16900 Install Storage Bins 3 Interior Liner 4 16 18-Sep-23 22-Sep-23A15070 Grout Bin Column Bases 4 202 10-Oct-23 17-Oct-23A16910 Install Storage Bins 4 Interior Liner 4 0 10-Oct-23 17-Oct-23A12660 Install Storage Bin Appurtenances (Covers/Handrail/Platform) 18 106 17-Oct-23 13-Nov-23A10610 Install Truck Scale 1 20 67 20-Mar-24 18-Apr-24A14980 Install Truck Scale 2 20 67 18-Apr-24 16-May-24A10620 Install Conveyor System 40 41 17-May-24 16-Jul-24 Mechanical Pipe 68 119 20-Mar-24 26-Jun-24
A9180 Install Utility Stations 6 119 20-Mar-24 28-Mar-24A9320 Install Service Water Piping 16 119 28-Mar-24 22-Apr-24A9620 Install Service Air Piping 16 119 22-Apr-24 14-May-24A10570 Paint/Label Utility Water Piping 12 143 06-May-24 22-May-24A15090 Install Roof Drain Piping 12 119 14-May-24 31-May-24A15080 Paint/Label IPA Piping 10 129 29-May-24 12-Jun-24A15100 Paint/Label Roof Drain Piping 8 119 14-Jun-24 26-Jun-24 HVAC 64 0 23-Jan-24 24-Apr-24
A10690 Install Air Handling Unit 8 32 23-Jan-24 02-Feb-24A10720 Install Ductwork 24 0 20-Mar-24 24-Apr-24 Odor Control 32 0 24-Apr-24 10-Jun-24
A10700 Install 10" & 14" FA FRP 16 0 24-Apr-24 16-May-24A15130 Install 24" FA FRP 16 0 16-May-24 10-Jun-24 Fire Protection 16 4 10-Jun-24 02-Jul-24
A10710 Install Fire Protection 16 4 10-Jun-24 02-Jul-24 Electrical 418 4 22-Dec-22 06-Sep-24
A10780 Install In-Slab Conduit & Grounding 10 19 22-Dec-22 13-Jan-23A10850 Install Control Panels 8 40 04-Apr-24 16-Apr-24A10750 Install Conduit 18 40 16-Apr-24 10-May-24A10730 Install Fire Alarm 10 4 02-Jul-24 17-Jul-24A10740 Install Lighting (Inc. Conduit and Wire) 12 4 17-Jul-24 02-Aug-24A10760 Pull/Terminate Power Wire 12 4 02-Aug-24 20-Aug-24A10770 Pull/Terminate Control Wire 12 4 20-Aug-24 06-Sep-24 Polymer Storage Area - Outside Dewatering Building 343 8 07-Apr-23 23-Aug-24 Earthwork 0 0Structural 40 211 07-Apr-23 02-Jun-23
Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
Second Floor - Pull/Terminate Power Wire
Second Floor - Pull/Terminate Control Wi...
06-Sep-24, Cake Loadout Building
29-Aug-22, EarthworkFine Grade SOG Subgrade
14-Jun-24, Structural
18-Jul-23, Concrete
Install Edge Form
Install SOG Reinforcement Bar and Bulkhe...
Lower SOG Placement 1 - Install Embeds/D...
Lower SOG Placement 3 - Install Embeds/D...
Lower SOG Placement 2 - Install Embeds/D...
Upper SOG Placements 1 & 4 - Install Emb...
Upper SOG Placements 3 & 5 - Install Emb...
Upper SOG Placements 2 & 6 - Install Emb...
F/R/P Storage Bin Pedestals (Col. Embeds...
F/R/P Air Handling Pad
F/R/P Storage Bin Pedestals (Col. Embeds...
F/R/P Storage Bin Pedestals (Col. Embeds...
F/R/P Storage Bin Pedestals (Col. Embeds...
F/R/P Steel Column Pedestals and Curb (C...
Storage Bin Pedestals Concrete 28 Day St...
F/R/P Steel Column Pedestals and Curb (C...
F/R/P Steel Column Pedestals and Curb (C...
F/R/P Truck Scale Pedestals - Truck Scal...
Steel Column Pedestals Concrete 28 Day S...
F/R/P Truck Scale Pedestals - Truck Scal...
14-Jun-24, Structural Steel
Install Structural Steel
Install Roof Decking
Install East Stair
Grout Column Bases
Install Access Stairs from Dewatering Bl...
Install Scale Platform/Grating
08-Apr-24, Architectural Finishes
Install Building Girts and Metal Panels ...
Install Building Girts and Metal Panels ...
Install Building Girts and Metal Panels ...
Install Roofing, Coping, Downspouts, Etc...
Install Stair Handrail
Paint Structural Steel
Install Doors and Windows
Install Overhead Doors
16-Jul-24, Mechanical16-Jul-24, Equipment
Install/Assemble Storage Bin 1 (Inc. Liv...
Install/Assemble Storage Bin 2 (Inc. Liv...
Install Storage Bins 1 Interior Liner
Install/Assemble Storage Bin 3 (Inc. Liv...
Install Storage Bins 2 Interior Liner
Install/Assemble Storage Bin 4 (Inc. Liv...
Install Storage Bins 3 Interior Liner
Grout Bin Column BasesInstall Storage Bins 4 Interior Liner Install Storage Bin Appurtenances (Cover...
Install Truck Scale 1
Install Truck Scale 2
Install Conveyor System
26-Jun-24, Mechanical Pipe
Install Utility Stations
Install Service Water Piping
Install Service Air Piping
Paint/Label Utility Water Piping
Install Roof Drain Piping
Paint/Label IPA Piping
Paint/Label Roof Drain Piping
24-Apr-24, HVAC
Install Air Handling Unit
Install Ductwork
10-Jun-24, Odor Control
Install 10" & 14" FA FRP
Install 24" FA FRP
02-Jul-24, Fire ProtectionInstall Fire Protection
06-Sep-24, Electrical
Install In-Slab Conduit & Grounding
Install Control Panels
Install Conduit
Install Fire Alarm
Install Lighting (Inc. Conduit and Wire)
Pull/Terminate Power Wire
Pull/Terminate Control Wire
23-Aug-24, Polymer Storage Area - Outsid...
02-Jun-23, Structural
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 20 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A10300 F/R/P Walls Placement 1 & 3 10 211 07-Apr-23 20-Apr-23A10310 F/R/P Walls Placement 2 8 211 21-Apr-23 02-May-23A10320 F/R/P Equipment Pads (Polymer Tanks/Recirc Pumps) (3) 8 211 03-May-23 12-May-23A14850 Install Grating Supports and FRP Grating 14 211 15-May-23 02-Jun-23 Architectural Finishes 18 243 15-May-23 08-Jun-23
A10340 Install Aluminum Stairs 6 243 15-May-23 22-May-23A10350 Install Handrail 12 243 23-May-23 08-Jun-23 Mechanical 92 8 15-Feb-24 27-Jun-24
A10330 Install Polymer Tanks and Accessories 12 40 15-Feb-24 05-Mar-24A10360 Install Recirculation Pumps 6 40 05-Mar-24 13-Mar-24A10370 Install Polymer Piping 18 30 27-Mar-24 23-Apr-24A10390 Install Utility Stations and Service Water/Air Piping 12 8 23-May-24 11-Jun-24A10380 Install Eyewash and Potable Water Piping 12 8 11-Jun-24 27-Jun-24 Electrical 40 8 27-Jun-24 23-Aug-24
A10400 Install Lighting (Inc. Conduit and Wire) 8 8 27-Jun-24 10-Jul-24A10410 Install Conduit 12 8 10-Jul-24 26-Jul-24A10420 Pull/Terminate Power Wire 10 8 26-Jul-24 09-Aug-24A10430 Pull/Terminate Control Wire 10 8 09-Aug-24 23-Aug-24 Odor Control Area 342 15 12-Apr-23 28-Aug-24
Earthwork 6 234 12-Apr-23 20-Apr-23
A11290 Excavate/Subgrade for SOG 6 234 12-Apr-23 20-Apr-23 Structural 18 234 12-May-23 08-Jun-23
A11300 F/R/P SOG 10 234 12-May-23 26-May-23A11350 F/R/P Equipment Pads 8 234 26-May-23 08-Jun-23 Architectural Finishes 0 0
Mechanical 336 0 20-Apr-23 28-Aug-24
A11320 Ex/Install/Conc Encase Under SOG Process Drains and Lines 8 234 20-Apr-23 02-May-23A11340 Install Odor Control Equipment 12 67 15-Feb-24 05-Mar-24A11380 Install 24" to 60" FA FRP Truck Loadout to Foul Air Exhaust Fans 20 0 10-Jun-24 09-Jul-24A15140 Install 20" FA FRP Dewatering Bldg to 60" FA 16 0 09-Jul-24 31-Jul-24A15150 Install 48" FA FRP Foul Air Exhaust Fans to Exhaust Stack 20 0 31-Jul-24 28-Aug-24 Electrical 241 102 02-May-23 25-Apr-24
A11330 Ex/Install/Conc. Encase Ductbank 8 234 02-May-23 12-May-23A11410 Install Control Panels 4 102 05-Mar-24 11-Mar-24A11420 Install Conduit 10 102 11-Mar-24 25-Mar-24A11400 Install Lighting (Inc. Conduit and Wire) 6 102 25-Mar-24 03-Apr-24A11430 Pull/Terminate Power Wire 8 102 03-Apr-24 15-Apr-24A11440 Pull/Terminate Control Wire 8 102 15-Apr-24 25-Apr-24 Transformer Area 91 148 21-Mar-23 28-Jul-23
Earthwork 4 183 21-Mar-23 24-Mar-23
A10180 Exavate/Subgrade for SOG 4 183 21-Mar-23 24-Mar-23 Structural 12 183 27-Mar-23 12-Apr-23
A10190 F/R/P SOG and Curb 12 183 27-Mar-23 12-Apr-23
Architectural Finishes 12 148 23-Jun-23 12-Jul-23
A10200 Install CMU Walls 12 148 23-Jun-23 12-Jul-23
Electrical 40 148 01-Jun-23 28-Jul-23
A10210 Install Transformers 16 148 01-Jun-23 23-Jun-23A11310 Pull/Terminate Power Wire 12 148 12-Jul-23 28-Jul-23 Sludge Storage Tank Area 553 101 23-May-22 20-Aug-24
Site Work 553 101 23-May-22 20-Aug-24
Earthwork 553 101 23-May-22 20-Aug-24
A6040 Abatement of Existing Coatings on Old Ammonia Station 8 107 23-May-22 02-Jun-22A6050 Demolition of Old Ammonia Station 6 94 22-Jun-22 29-Jun-22A6100 Exacavate and Dispose of Contaminated Soils 8 53 12-Aug-22 24-Aug-22A6060 Clear and Grub Site 2 53 24-Aug-22 26-Aug-22A6070 Excavate and Compact Stone Column Footprint to Grade 12 53 26-Aug-22 14-Sep-22A6080 Install Stone Columns 30 53 14-Sep-22 27-Oct-22A6090 Install Geotextile and Native Recompact (1'-6") Above Stone Columns 12 53 27-Oct-22 15-Nov-22A15120 Install Geotextile and Aggregate Base (6") Above Stone Columns 12 53 15-Nov-22 05-Dec-22A11820 Grade Site to Native Subgrade 6 16 06-Jun-24 14-Jun-24A11840 Install Aggregate Base for Asphalt 6 101 28-Jun-24 09-Jul-24A11950 F/R/P Light Poles 8 103 28-Jun-24 11-Jul-24A11830 F/R/P Concrete Curb/Valley Gutter 12 101 09-Jul-24 25-Jul-24A11930 Install Asphalt 6 101 25-Jul-24 02-Aug-24A11920 Install Bollards 6 101 02-Aug-24 12-Aug-24A11940 Install Aggregate Base for Remaining 6 101 12-Aug-24 20-Aug-24 Mechanical 26 16 14-Jun-24 23-Jul-24
A12540 D/L/B WTR2 or 3 Water to Utility Stations/Seal Water/Accumulator/Flushing 18 16 14-Jun-24 11-Jul-24A12550 D/L/B Drain from Accumulator 8 16 11-Jul-24 23-Jul-24 Electrical 397 103 05-Dec-22 19-Jul-24
A11130 D/L/B Electrical Ductbank - Pipe Rack to Elect. Bldg 12 159 05-Dec-22 21-Dec-22A11140 D/L/B Electrical Ductbank - Elect. Bldg to Tank 8 16 26-Sep-23 06-Oct-23A11150 D/L/B Electrical Ductbank - Elect. Bldg to Mixing Pump Station 12 16 06-Oct-23 25-Oct-23A11160 D/L/B Electrical Ductbank - Elect. Bldg to Transfer Pump Station 12 52 25-Oct-23 13-Nov-23A11650 D/L/B Electrical Ductbank - Elect. Bldg to Site Lighting 10 101 14-Jun-24 28-Jun-24A11870 Install Light Poles 6 103 11-Jul-24 19-Jul-24 Sludge Storage Tank 1 345 70 05-Dec-22 06-May-24
Earthwork 8 53 05-Dec-22 15-Dec-22
A10890 Fine Grade SOG 8 53 05-Dec-22 15-Dec-22
Structural 195 112 16-Feb-23 29-Nov-23
A10900 Install Edge Form 4 15 16-Feb-23 23-Feb-23A10930 Install SOG Reinforcement Bar and Bulkheads 10 15 23-Feb-23 09-Mar-23A10940 SOG Placements 1 (Center) - Install Embeds/Place Concrete 8 15 09-Mar-23 21-Mar-23A10950 SOG Placements 2 & 3 - Install Embeds/Place Concrete 6 15 21-Mar-23 29-Mar-23A10960 SOG Placements 4 & 5 - Install Embeds/Place Concrete 6 15 29-Mar-23 07-Apr-23A11000 F/R/P Tank Walls 1 & 3 16 15 07-Apr-23 01-May-23 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
F/R/P Walls Placement 1 & 3
F/R/P Walls Placement 2
F/R/P Equipment Pads (Polymer Tanks/Reci...
Install Grating Supports and FRP Grating
08-Jun-23, Architectural Finishes
Install Aluminum Stairs
Install Handrail
27-Jun-24, Mechanical
Install Polymer Tanks and Accessories
Install Recirculation Pumps
Install Polymer Piping
Install Utility Stations and Service Wat...
Install Eyewash and Potable Water Piping
23-Aug-24, Electrical
Install Lighting (Inc. Conduit and Wire)
Install Conduit
Pull/Terminate Power Wire
Pull/Terminate Control Wire
28-Aug-24, Odor Control Area
20-Apr-23, EarthworkExcavate/Subgrade for SOG
08-Jun-23, Structural
F/R/P SOG
F/R/P Equipment Pads
28-Aug-24, Mechanical
Ex/Install/Conc Encase Under SOG Process...
Install Odor Control Equipment
Install 24" to 60" FA FRP Truck Loadout ...
Install 20" FA FRP Dewatering Bldg to 60...
Install 48" FA FRP Foul Air Exhaust Fans...
25-Apr-24, Electrical
Ex/Install/Conc. Encase Ductbank
Install Control Panels
Install Conduit
Install Lighting (Inc. Conduit and Wire)
Pull/Terminate Power Wire
Pull/Terminate Control Wire
28-Jul-23, Transformer Area
24-Mar-23, EarthworkExavate/Subgrade for SOG
12-Apr-23, StructuralF/R/P SOG and Curb
12-Jul-23, Architectural FinishesInstall CMU Walls
28-Jul-23, Electrical
Install Transformers
Pull/Terminate Power Wire
20-Aug-24, Sludge Storage Tank Area20-Aug-24, Site Work20-Aug-24, Earthwork Abatement of Existing Coatings on Old Am...
Demolition of Old Ammonia Station
Exacavate and Dispose of Contaminated So...
Clear and Grub Site
Excavate and Compact Stone Column Footpr...
Install Stone Columns
Install Geotextile and Native Recompact ...
Install Geotextile and Aggregate Base (6...
Grade Site to Native Subgrade
Install Aggregate Base for Asphalt
F/R/P Light Poles
F/R/P Concrete Curb/Valley Gutter
Install Asphalt
Install Bollards
Install Aggregate Base for Remaining
23-Jul-24, Mechanical
D/L/B WTR2 or 3 Water to Utility Station...
D/L/B Drain from Accumulator
19-Jul-24, Electrical
D/L/B Electrical Ductbank - Pipe Rack to...
D/L/B Electrical Ductbank - Elect. Bldg ...
D/L/B Electrical Ductbank - Elect. Bldg ...
D/L/B Electrical Ductbank - Elect. Bldg ...
D/L/B Electrical Ductbank - Elect. Bldg ...
Install Light Poles
06-May-24, Sludge Storage Tank 1
15-Dec-22, EarthworkFine Grade SOG
29-Nov-23, Structural
Install Edge Form
Install SOG Reinforcement Bar and Bulkhe...
SOG Placements 1 (Center) - Install Embe...
SOG Placements 2 & 3 - Install Embeds/Pl...
SOG Placements 4 & 5 - Install Embeds/Pl...
F/R/P Tank Walls 1 & 3
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 21 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A15430 Install Tank Roof Falsework 16 79 07-Apr-23 01-May-23A15410 F/R/P Tank Walls 2 & 4 10 15 01-May-23 15-May-23A11450 Wall Concrete 28 Day Strength 28 57 16-May-23 12-Jun-23A15420 Post-Tension Tank Walls 10 40 12-Jun-23 26-Jun-23A15440 Install Plastic Liner 8 40 26-Jun-23 07-Jul-23A15450 Install Roof Reinforcement Bar and Bulkheads 10 40 07-Jul-23 21-Jul-23A15460 Deck Placements 1 (Center) - Install Embeds/Place Concrete 8 40 21-Jul-23 02-Aug-23A15470 Deck Placements 2 & 3 - Install Embeds/Place Concrete 6 40 02-Aug-23 10-Aug-23A15480 Deck Placements 4 & 5 - Install Embeds/Place Concrete 6 40 10-Aug-23 18-Aug-23A11010 Install Tank Stairs 10 150 18-Aug-23 01-Sep-23A15490 Roof Concrete 28 Day Strength 28 60 19-Aug-23 15-Sep-23A11020 Install Tank Handrail 20 150 01-Sep-23 02-Oct-23A15500 Lower Tank Roof Falsework 8 40 15-Sep-23 27-Sep-23A15510 Weld Plastic Liner 6 40 27-Sep-23 05-Oct-23A15520 Remove Tank Roof Falsework 12 40 05-Oct-23 24-Oct-23A15530 F/R/P Interior Pipe Support Saddles 8 40 15-Nov-23 29-Nov-23 Mechanical 60 70 29-Nov-23 04-Mar-24
A15190 Install Interior 10" DS Piping 4 40 29-Nov-23 05-Dec-23A15170 Install Interior 10" DRS Piping 6 40 05-Dec-23 13-Dec-23A15180 Install Interior 12" TRS Piping 8 40 13-Dec-23 02-Jan-24A12190 Install Interior 8" DRS Piping 12 40 02-Jan-24 18-Jan-24A12180 Install 12" Overflow Piping 12 58 18-Jan-24 06-Feb-24A10910 Install Gas Equipment on Roof 6 70 06-Feb-24 14-Feb-24A12530 Install Roof Utility Stations and Piping 12 70 14-Feb-24 04-Mar-24 Electrical 44 70 04-Mar-24 06-May-24
A10920 Install Tank Instrumentation 6 70 04-Mar-24 12-Mar-24A11040 Install Conduit 16 70 12-Mar-24 04-Apr-24A11030 Install Lighting (Inc. Conduit and Wire) 6 70 04-Apr-24 12-Apr-24A11050 Pull/Termintate Power Wire 8 70 12-Apr-24 24-Apr-24A11060 Pull/Termintate Control Wire 8 70 24-Apr-24 06-May-24 Sludge Storage Tank 2 367 40 15-Dec-22 18-Jun-24
Earthwork 8 71 15-Dec-22 04-Jan-23
A15540 Fine Grade SOG 8 71 15-Dec-22 04-Jan-23
Structural 221 86 16-Feb-23 12-Jan-24
A15550 Install Edge Form 4 41 16-Feb-23 23-Feb-23A15580 Install SOG Reinforcement Bar and Bulkheads 10 31 09-Mar-23 23-Mar-23A15590 SOG Placements 1 (Center) - Install Embeds/Place Concrete 8 31 23-Mar-23 05-Apr-23A15600 SOG Placements 2 & 3 - Install Embeds/Place Concrete 6 31 05-Apr-23 13-Apr-23A15610 SOG Placements 4 & 5 - Install Embeds/Place Concrete 6 31 13-Apr-23 21-Apr-23A15750 Install Tank Roof Falsework 16 71 21-Apr-23 15-May-23A15620 F/R/P Tank Walls 1 & 3 16 15 15-May-23 07-Jun-23A15730 F/R/P Tank Walls 2 & 4 10 15 07-Jun-23 21-Jun-23A15690 Wall Concrete 28 Day Strength 28 22 22-Jun-23 19-Jul-23A15740 Post-Tension Tank Walls 10 16 19-Jul-23 02-Aug-23A15760 Install Plastic Liner 8 16 02-Aug-23 14-Aug-23A15770 Install Roof Reinforcement Bar and Bulkheads 10 16 14-Aug-23 28-Aug-23A15780 Deck Placements 1 (Center) - Install Embeds/Place Concrete 8 16 28-Aug-23 08-Sep-23A15790 Deck Placements 2 & 3 - Install Embeds/Place Concrete 6 16 08-Sep-23 18-Sep-23A15800 Deck Placements 4 & 5 - Install Embeds/Place Concrete 6 16 18-Sep-23 26-Sep-23A15630 Install Tank Stairs 10 124 26-Sep-23 10-Oct-23A15810 Roof Concrete 28 Day Strength 28 73 27-Sep-23 24-Oct-23A15640 Install Tank Handrail 20 124 10-Oct-23 08-Nov-23A15820 Lower Tank Roof Falsework 8 44 24-Oct-23 03-Nov-23A15830 Weld Plastic Liner 6 44 03-Nov-23 14-Nov-23A15840 Remove Tank Roof Falsework 12 44 14-Nov-23 04-Dec-23A15880 F/R/P Interior Pipe Support Saddles 8 44 02-Jan-24 12-Jan-24 Mechanical 60 40 18-Jan-24 16-Apr-24
A15870 Install Interior 10" DS Piping 4 40 18-Jan-24 25-Jan-24A15850 Install Interior 10" DRS Piping 6 40 25-Jan-24 02-Feb-24A15860 Install Interior 12" TRS Piping 8 40 02-Feb-24 14-Feb-24A15710 Install Interior 8" DRS Piping 12 40 14-Feb-24 04-Mar-24A15700 Install 12" Overflow Piping 12 40 04-Mar-24 20-Mar-24A15560 Install Gas Equipment on Roof 6 40 20-Mar-24 28-Mar-24A15720 Install Roof Utility Stations and Piping 12 40 28-Mar-24 16-Apr-24 Electrical 44 40 16-Apr-24 18-Jun-24
A15570 Install Tank Instrumentation 6 40 16-Apr-24 24-Apr-24A15660 Install Conduit 16 40 24-Apr-24 16-May-24A15650 Install Lighting (Inc. Conduit and Wire) 6 40 16-May-24 24-May-24A15670 Pull/Termintate Power Wire 8 40 24-May-24 06-Jun-24A15680 Pull/Termintate Control Wire 8 40 06-Jun-24 18-Jun-24 Electrical Building 285 88 21-Dec-22 27-Feb-24
Earthwork 30 159 21-Dec-22 10-Feb-23
A11070 Excavate and Install Aggregate Base 6 159 21-Dec-22 06-Jan-23A11080 Backfill Footings and Walls 4 159 06-Feb-23 10-Feb-23 Structural 197 170 06-Jan-23 19-Oct-23
A11090 F/R/P Wall Footings 8 159 06-Jan-23 18-Jan-23A11100 F/R/P Walls 12 159 18-Jan-23 06-Feb-23A11110 F/R/P Deck (Including Falsework and Conduits) 16 159 10-Feb-23 07-Mar-23A11470 Install Structural Steel 16 88 16-Jun-23 11-Jul-23A11480 Install Roof Joists 2 88 11-Jul-23 13-Jul-23A11540 Install Roof Decking 2 88 13-Jul-23 17-Jul-23A12520 Install Wall Panels 18 88 17-Jul-23 10-Aug-23A11550 F/R/P Roof Deck and Equipment Pads 8 88 10-Aug-23 22-Aug-23A11560 Install Roofing (Inc. Flashing, Coping and Panels) 16 88 22-Aug-23 14-Sep-23A11120 F/R/P Equipment Pads 6 88 14-Sep-23 22-Sep-23A11600 F/R/P Stair Landings 4 180 14-Sep-23 20-Sep-23 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
Install Tank Roof Falsework
F/R/P Tank Walls 2 & 4
Wall Concrete 28 Day Strength
Post-Tension Tank Walls
Install Plastic Liner
Install Roof Reinforcement Bar and Bulkh...
Deck Placements 1 (Center) - Install Emb...
Deck Placements 2 & 3 - Install Embeds/P...
Deck Placements 4 & 5 - Install Embeds/P...
Install Tank Stairs
Roof Concrete 28 Day Strength
Install Tank Handrail
Lower Tank Roof Falsework
Weld Plastic Liner
Remove Tank Roof Falsework
F/R/P Interior Pipe Support Saddles
04-Mar-24, Mechanical
Install Interior 10" DS Piping
Install Interior 10" DRS Piping
Install Interior 12" TRS Piping
Install Interior 8" DRS Piping
Install 12" Overflow Piping
Install Gas Equipment on Roof
Install Roof Utility Stations and Piping
06-May-24, Electrical
Install Tank Instrumentation
Install Conduit
Install Lighting (Inc. Conduit and Wire)
Pull/Termintate Power Wire
Pull/Termintate Control Wire
18-Jun-24, Sludge Storage Tank 2
04-Jan-23, EarthworkFine Grade SOG
12-Jan-24, Structural
Install Edge Form
Install SOG Reinforcement Bar and Bulkhe...
SOG Placements 1 (Center) - Install Embe...
SOG Placements 2 & 3 - Install Embeds/Pl...
SOG Placements 4 & 5 - Install Embeds/Pl...
Install Tank Roof Falsework
F/R/P Tank Walls 1 & 3
F/R/P Tank Walls 2 & 4
Wall Concrete 28 Day Strength
Post-Tension Tank Walls
Install Plastic Liner
Install Roof Reinforcement Bar and Bulkh...
Deck Placements 1 (Center) - Install Emb...
Deck Placements 2 & 3 - Install Embeds/P...
Deck Placements 4 & 5 - Install Embeds/P...
Install Tank Stairs
Roof Concrete 28 Day Strength
Install Tank Handrail
Lower Tank Roof Falsework
Weld Plastic Liner
Remove Tank Roof Falsework
F/R/P Interior Pipe Support Saddles
16-Apr-24, Mechanical
Install Interior 10" DS Piping
Install Interior 10" DRS Piping
Install Interior 12" TRS Piping
Install Interior 8" DRS Piping
Install 12" Overflow Piping
Install Gas Equipment on Roof
Install Roof Utility Stations and Piping
18-Jun-24, Electrical
Install Tank Instrumentation
Install Conduit
Install Lighting (Inc. Conduit and Wire)
Pull/Termintate Power Wire
Pull/Termintate Control Wire
27-Feb-24, Electrical Building
10-Feb-23, Earthwork
Excavate and Install Aggregate Base
Backfill Footings and Walls
19-Oct-23, Structural
F/R/P Wall Footings
F/R/P Walls
F/R/P Deck (Including Falsework and Cond...
Install Structural Steel
Install Roof Joists
Install Roof Decking
Install Wall Panels
F/R/P Roof Deck and Equipment Pads
Install Roofing (Inc. Flashing, Coping a...
F/R/P Equipment Pads
F/R/P Stair Landings
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 22 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A11570 Install Stairs 4 180 20-Sep-23 26-Sep-23A11610 Paint Interior 6 88 22-Sep-23 02-Oct-23A11580 Install Handrail 6 180 26-Sep-23 04-Oct-23A11590 Install Doors and Hardware 4 88 12-Oct-23 19-Oct-23 Mechanical 28 88 19-Oct-23 01-Dec-23
A11620 Install HVAC Equipment 4 88 19-Oct-23 25-Oct-23A11630 Install HVAC Ductwork 12 88 25-Oct-23 13-Nov-23A11640 Install Fire Protection (Suppression Piping and Tanks) 12 88 13-Nov-23 01-Dec-23 Electrical 94 88 02-Oct-23 27-Feb-24
A11490 Install Electrical Equipment 8 88 02-Oct-23 12-Oct-23A11500 Install Lighting (Inc. Conduit and Wire) 10 88 01-Dec-23 15-Dec-23A11660 Install Fire Alarm 8 88 15-Dec-23 04-Jan-24A11670 Install HVC Control System 8 88 04-Jan-24 16-Jan-24A11510 Install Conduit 12 88 16-Jan-24 02-Feb-24A11520 Pull/Termintate Power Wire 8 88 02-Feb-24 14-Feb-24A11530 Pull/Termintate Control Wire 8 88 14-Feb-24 27-Feb-24 Sludge Storage Transfer Pump Station 136 133 13-Nov-23 06-Jun-24 Earthwork 26 52 13-Nov-23 21-Dec-23
A11680 Excavate and Install Aggregate Base 6 52 13-Nov-23 21-Nov-23A11690 Backfill SOG 4 52 15-Dec-23 21-Dec-23 Structural 16 52 21-Nov-23 15-Dec-23
A11700 F/R/P SOG 10 52 21-Nov-23 07-Dec-23A11710 F/R/P Equipment Pads 6 52 07-Dec-23 15-Dec-23 Mechanical 104 139 21-Dec-23 29-May-24
A11720 Install Transfer Pumps 6 52 21-Dec-23 08-Jan-24A11730 Install 12" TRS Suction Pipe from Tank 1 to Pumps (Inc. Header) 16 16 29-Feb-24 22-Mar-24A12040 Install 12" TRS Suction Pipe from Tank 2 to Pumps 8 16 22-Mar-24 04-Apr-24A11910 Install 12" TRS Discharge Pipe from Pumps to Underground 16 16 04-Apr-24 26-Apr-24A15290 Paint/Label TRS Piping 12 139 10-May-24 29-May-24 Electrical 28 16 26-Apr-24 06-Jun-24
A11740 Install Control Panels 6 16 26-Apr-24 06-May-24A11750 Install Conduit 6 16 06-May-24 14-May-24A12090 Pull/Termintate Power Wire 8 16 14-May-24 24-May-24A12100 Pull/Termintate Control Wire 8 16 24-May-24 06-Jun-24 Storage Tank Mixing Pump Station 108 173 25-Oct-23 10-Apr-24 Earthwork 26 16 25-Oct-23 05-Dec-23
A11760 Excavate and Install Aggregate Base 6 16 25-Oct-23 02-Nov-23A11890 Excavate and Install Aggregate Base Pipe Support Pads 6 30 02-Nov-23 13-Nov-23A11770 Backfill SOG 4 16 29-Nov-23 05-Dec-23 Structural 16 26 02-Nov-23 29-Nov-23
A11780 F/R/P SOG 10 16 02-Nov-23 17-Nov-23A11880 F/R/P Pipe Support Pads 6 30 13-Nov-23 21-Nov-23A11790 F/R/P Equipment Pads 6 16 17-Nov-23 29-Nov-23 Mechanical 76 179 05-Dec-23 02-Apr-24
A11800 Install Mixing Pumps 6 16 05-Dec-23 13-Dec-23A11810 Install 8" DRS Suction Pipe from Tank 1 to Pumps (Inc. Header) 16 16 13-Dec-23 12-Jan-24A11900 Install 8" DRS Discharge Pipe from Pumps to Tank 1 (Inc. Header) 16 16 12-Jan-24 06-Feb-24A15300 Install 8" DRS Suction Pipe from Tank 2 to Pumps 8 16 06-Feb-24 16-Feb-24A15310 Install 8" DRS Discharge Pipe from Pumps to Tank 2 8 16 16-Feb-24 29-Feb-24A15320 Paint/Label DRS Piping 12 179 14-Mar-24 02-Apr-24 Electrical 28 148 29-Feb-24 10-Apr-24
A12110 Install Control Panels 6 148 29-Feb-24 08-Mar-24A12120 Install Conduit 6 148 08-Mar-24 18-Mar-24A12130 Pull/Termintate Power Wire 8 148 18-Mar-24 28-Mar-24A12140 Pull/Termintate Control Wire 8 148 28-Mar-24 10-Apr-24 Pipe Rack 317 183 05-Dec-22 26-Mar-24
Earthwork 26 343 05-Dec-22 18-Jan-23
A11960 Excavate and Install Aggregate Base 6 328 05-Dec-22 13-Dec-22A11970 Backfill Footings 4 343 12-Jan-23 18-Jan-23 Structural 51 328 13-Dec-22 06-Mar-23
A11980 F/R/P Pipe Rack Footings 6 328 13-Dec-22 21-Dec-22A11990 F/R/P Columns (2) 10 328 21-Dec-22 12-Jan-23A12010 Concrete Strength - 28 Days 28 487 13-Jan-23 09-Feb-23A12000 Install Structural Steel Pipe Rack 8 328 09-Feb-23 22-Feb-23A12020 Paint Pipe Rack 8 328 22-Feb-23 06-Mar-23 Mechanical 213 183 12-May-23 26-Mar-24
A12050 Install 10" DS Pipe on Pipe Rack - Install Pipe Supports - Line 1 16 213 12-May-23 05-Jun-23A12320 Install 10" DS Pipe on Pipe Rack - Install Pipe Supports - Line 2 16 213 06-Jun-23 27-Jun-23A15260 Install 10" DS Pipe on Pipe Rack - Install Pipe - Line 1 18 213 28-Jun-23 24-Jul-23A12330 Install 10" DS Pipe on Pipe Rack - Install Pipe - Line 2 18 213 25-Jul-23 17-Aug-23A15270 Install 10" DS Pipe From Pipe Rack to Tank 1 12 144 29-Nov-23 15-Dec-23A12030 Install DG Piping from Tank to Existing DG Pipe 16 126 12-Jan-24 06-Feb-24A15280 Install 10" DS Pipe From Tank 1 to Tank 2 12 130 12-Jan-24 31-Jan-24A15340 Paint/Label DS Piping on Pipe Rack 18 183 29-Feb-24 26-Mar-24 Electrical 247 166 21-Dec-22 02-Jan-24
A12060 Install Conduit - New Power/Control to New Elect. Bldg 16 317 21-Dec-22 20-Jan-23A12070 Install Conduit - Power/Control to Transfer Pumps 16 317 20-Jan-23 14-Feb-23A12080 Pull/Termintate Power Wire - New Power to New Elect. Bldg 12 150 12-Oct-23 31-Oct-23A12210 Pull/Termintate Control Wire - New Control to New Elect. Bldg 12 150 31-Oct-23 17-Nov-23A12200 Pull/Termintate Power Wire - Power to Transfer Pumps 12 166 17-Nov-23 07-Dec-23A12220 Pull/Termintate Control Wire - Control to Transfer Pumps 12 166 07-Dec-23 02-Jan-24 New Digested Sludge Transfer Pump Station 116 370 03-Jan-23 19-Jun-23 Earthwork 22 245 26-Jan-23 27-Feb-23
A12230 Excavate and Install Aggregate Base SOG 4 213 26-Jan-23 31-Jan-23A12270 Excavate and Install Aggregate Base Pipe Supports 6 215 01-Feb-23 08-Feb-23A12240 Backfill SOG 2 219 13-Feb-23 14-Feb-23 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
Install Stairs
Paint Interior
Install Handrail
Install Doors and Hardware
01-Dec-23, Mechanical
Install HVAC Equipment
Install HVAC Ductwork
Install Fire Protection (Suppression Pip...
27-Feb-24, Electrical
Install Electrical Equipment
Install Lighting (Inc. Conduit and Wire)
Install Fire Alarm
Install HVC Control System
Install Conduit
Pull/Termintate Power Wire
Pull/Termintate Control Wire
06-Jun-24, Sludge Storage Transfer Pump ...
21-Dec-23, Earthwork
Excavate and Install Aggregate Base
Backfill SOG
15-Dec-23, Structural
F/R/P SOG
F/R/P Equipment Pads
29-May-24, Mechanical
Install Transfer Pumps
Install 12" TRS Suction Pipe from Tank 1...
Install 12" TRS Suction Pipe from Tank 2...
Install 12" TRS Discharge Pipe from Pump...
Paint/Label TRS Piping
06-Jun-24, Electrical
Install Control Panels
Install Conduit
Pull/Termintate Power Wire
Pull/Termintate Control Wire
10-Apr-24, Storage Tank Mixing Pump Stat...
05-Dec-23, Earthwork
Excavate and Install Aggregate Base
Excavate and Install Aggregate Base Pipe...
Backfill SOG
29-Nov-23, Structural
F/R/P SOG
F/R/P Pipe Support Pads
F/R/P Equipment Pads
02-Apr-24, Mechanical
Install Mixing Pumps
Install 8" DRS Suction Pipe from Tank 1 ...
Install 8" DRS Discharge Pipe from Pumps...
Install 8" DRS Suction Pipe from Tank 2 ...
Install 8" DRS Discharge Pipe from Pumps...
Paint/Label DRS Piping
10-Apr-24, Electrical
Install Control Panels
Install Conduit
Pull/Termintate Power Wire
Pull/Termintate Control Wire
26-Mar-24, Pipe Rack
18-Jan-23, Earthwork
Excavate and Install Aggregate Base
Backfill Footings
06-Mar-23, Structural
F/R/P Pipe Rack Footings
F/R/P Columns (2)
Concrete Strength - 28 Days
Install Structural Steel Pipe Rack
Paint Pipe Rack
26-Mar-24, Mechanical
Install 10" DS Pipe on Pipe Rack - Insta...
Install 10" DS Pipe on Pipe Rack - Insta...
Install 10" DS Pipe on Pipe Rack - Insta...
Install 10" DS Pipe on Pipe Rack - Insta...
Install 10" DS Pipe From Pipe Rack to Ta...
Install DG Piping from Tank to Existing ...
Install 10" DS Pipe From Tank 1 to Tank ...
Paint/Label DS Piping on Pipe Rack
02-Jan-24, Electrical
Install Conduit - New Power/Control to N...
Install Conduit - Power/Control to Trans...
Pull/Termintate Power Wire - New Power t...
Pull/Termintate Control Wire - New Contr...
Pull/Termintate Power Wire - Power to Tr...
Pull/Termintate Control Wire - Control t...
19-Jun-23, New Digested Sludge Transfer ...
27-Feb-23, Earthwork
Excavate and Install Aggregate Base SOG
Excavate and Install Aggregate Base Pipe...
Backfill SOG
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 23 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Activity ID Activity Name Original
Duration
Total
Float
Start Finish
A12280 Backfill Pipe Supports 2 245 24-Feb-23 27-Feb-23 Structural 22 245 01-Feb-23 03-Mar-23
A12250 F/R/P SOG 8 213 01-Feb-23 10-Feb-23A12290 F/R/P Pipe Supports 8 213 13-Feb-23 23-Feb-23A12260 F/R/P Equipment Pads (3) 6 213 24-Feb-23 03-Mar-23A12300 Install Pipe Support Frames 4 245 28-Feb-23 03-Mar-23 Mechanical 90 396 03-Jan-23 11-May-23
A15230 Install 10" DS Pipe Tunnel Penetrations to Pump Station (Inc. Ex, Core, Install, Test, Backfill) 16 213 03-Jan-23 25-Jan-23A15200 Install Digesters 12, 13 & 14 - 10" DS Pipe to Pump Stations in Tunnel 18 341 26-Jan-23 21-Feb-23A15210 Install Digesters 9, 10 & 11 - 10" DS Pipe to Pump Stations in Tunnel 12 341 22-Feb-23 09-Mar-23A12310 Install Transfer Pumps (3) 8 213 06-Mar-23 15-Mar-23A15220 Install Digesters 15 & 16 - 10" DS Pipe to Pump Stations in Tunnel 12 341 10-Mar-23 27-Mar-23A15240 Install 10" DS Suction Pipe 12 213 16-Mar-23 03-Apr-23A15250 Install 10" DS Discharge Pipe 12 213 04-Apr-23 19-Apr-23A12400 Paint/Label DS Piping in Tunnel 12 404 14-Apr-23 01-May-23A12340 Install 10" DS Pipe to Pipe Rack 16 213 20-Apr-23 11-May-23 Electrical 26 283 12-May-23 19-Jun-23
A12350 Install Control Panels 6 275 12-May-23 19-May-23A12360 Install Conduits 6 275 22-May-23 30-May-23A12370 Install Lighting (Inc. Conduit and Wire) 6 275 31-May-23 07-Jun-23A12380 Pull/Termintate Power Wire 4 275 08-Jun-23 13-Jun-23A12390 Pull/Termintate Control Wire 4 283 14-Jun-23 19-Jun-23 G Street Area 364 175 03-Nov-22 06-May-24
Site Work 364 175 03-Nov-22 06-May-24
A15920 Install Temporary Bridge at G Street 12 347 03-Nov-22 22-Nov-22A12690 Grade and Aggregate Base G Street/Maint Road 12 175 21-Feb-24 08-Mar-24A12780 F/R/P Curb and Gutter/Valley Gutter 16 175 08-Mar-24 02-Apr-24A12790 Subgrade for Asphalt 8 175 02-Apr-24 12-Apr-24A12800 Install Asphalt 8 175 12-Apr-24 24-Apr-24A12810 Install Stripping/Repair Landscaping 8 175 24-Apr-24 06-May-24 Directional Drilling 80 279 03-Nov-22 10-Mar-23
A12710 Excavate/Prep for Directional Drilling Pits (2) 20 150 03-Nov-22 06-Dec-22A12720 Directional Drill Across Zanker 40 150 06-Dec-22 09-Feb-23A12730 Backfill/Landscape for Directional Drilling Pits (2) 20 279 09-Feb-23 10-Mar-23 Pipeline 252 171 09-Feb-23 21-Feb-24
A12700 D/L/B PSR #3 (G Street) OF/CEN/WTR3/SWPS/TRS - PSR and Traffic Control 4 171 09-Feb-23 15-Feb-23A15350 D/L/B PSR #3 (G Street) OF/CEN/WTR3/SWPS/TRS - Remove Asphalt/Excavate 16 171 15-Feb-23 10-Mar-23A15360 D/L/B PSR #3 (G Street) OF/CEN/WTR3/SWPS/TRS - Install Pipelines 20 171 10-Mar-23 10-Apr-23A15370 D/L/B PSR #3 (G Street) OF/CEN/WTR3/SWPS/TRS - Pipe Testing 12 171 10-Apr-23 26-Apr-23A15380 D/L/B PSR #3 (G Street) OF/CEN/WTR3/SWPS/TRS - Backfill 12 171 26-Apr-23 12-May-23A12740 D/L/B PSR #4 (G Street # 2) OF/CEN/WTR3/SWPS/TRS - PSR and Traffic Control 4 171 12-May-23 18-May-23A15390 D/L/B PSR #4 (G Street # 2) OF/CEN/WTR3/SWPS/TRS - Remove Asphalt/Excavate 16 171 18-May-23 12-Jun-23A15400 D/L/B PSR #4 (G Street # 2) OF/CEN/WTR3/SWPS/TRS - Install Pipelines 20 171 12-Jun-23 11-Jul-23A15890 D/L/B PSR #4 (G Street # 2) OF/CEN/WTR3/SWPS/TRS - Pipe Testing 12 171 11-Jul-23 27-Jul-23A15900 D/L/B PSR #4 (G Street # 2) OF/CEN/WTR3/SWPS/TRS - Backfill 12 171 27-Jul-23 14-Aug-23A12750 D/L/B PSR #1 & #2 (Maintenance Area) OF/CEN/WTR3/SWPS/TRS - PSR and Traffic Control 4 171 14-Aug-23 18-Aug-23A15910 D/L/B PSR #1 & #2 (Maintenance Area) OF/CEN/WTR3/SWPS/TRS - Remove Asphalt/Excavate 16 171 18-Aug-23 12-Sep-23A15930 D/L/B PSR #1 & #2 (Maintenance Area) OF/CEN/WTR3/SWPS/TRS - Install Pipelines 20 171 12-Sep-23 10-Oct-23A15940 D/L/B PSR #1 & #2 (Maintenance Area) OF/CEN/WTR3/SWPS/TRS - Pipe Testing 12 171 10-Oct-23 27-Oct-23A15950 D/L/B PSR #1 & #2 (Maintenance Area) OF/CEN/WTR3/SWPS/TRS - Backfill 12 171 27-Oct-23 15-Nov-23A15330 D/L/B PSR #5 (EBOS/5th Street OF/CEN/WTR3/SWPS/TRS - PSR and Traffic Control 4 171 15-Nov-23 21-Nov-23A15960 D/L/B PSR #5 (EBOS/5th Street OF/CEN/WTR3/SWPS/TRS - Remove Asphalt/Excavate 16 171 21-Nov-23 15-Dec-23A15970 D/L/B PSR #5 (EBOS/5th Street OF/CEN/WTR3/SWPS/TRS - Install Pipelines 18 171 15-Dec-23 18-Jan-24A15980 D/L/B PSR #5 (EBOS/5th Street OF/CEN/WTR3/SWPS/TRS - Pipe Testing 10 171 18-Jan-24 02-Feb-24A15990 D/L/B PSR #5 (EBOS/5th Street OF/CEN/WTR3/SWPS/TRS - Backfill 12 171 02-Feb-24 21-Feb-24 Mechanical 0 0Electrical 0 0Commissioning 0 0
Transition Period 0 0
Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan 2022 2023 2024 2025 2026
Backfill Pipe Supports
03-Mar-23, Structural
F/R/P SOG
F/R/P Pipe Supports
F/R/P Equipment Pads (3)Install Pipe Support Frames
11-May-23, Mechanical
Install 10" DS Pipe Tunnel Penetrations ...
Install Digesters 12, 13 & 14 - 10" DS P...
Install Digesters 9, 10 & 11 - 10" DS Pi...
Install Transfer Pumps (3)
Install Digesters 15 & 16 - 10" DS Pipe ...
Install 10" DS Suction Pipe
Install 10" DS Discharge Pipe
Paint/Label DS Piping in Tunnel
Install 10" DS Pipe to Pipe Rack
19-Jun-23, Electrical
Install Control Panels
Install Conduits
Install Lighting (Inc. Conduit and Wire)
Pull/Termintate Power Wire
Pull/Termintate Control Wire
06-May-24, G Street Area06-May-24, Site Work
Install Temporary Bridge at G Street
Grade and Aggregate Base G Street/Maint ...
F/R/P Curb and Gutter/Valley Gutter
Subgrade for Asphalt
Install Asphalt
Install Stripping/Repair Landscaping
10-Mar-23, Directional Drilling
Excavate/Prep for Directional Drilling P...
Directional Drill Across Zanker
Backfill/Landscape for Directional Drill...
21-Feb-24, Pipeline
D/L/B PSR #3 (G Street) OF/CEN/WTR3/SWPS...
D/L/B PSR #3 (G Street) OF/CEN/WTR3/SWPS...
D/L/B PSR #3 (G Street) OF/CEN/WTR3/SWPS...
D/L/B PSR #3 (G Street) OF/CEN/WTR3/SWPS...
D/L/B PSR #3 (G Street) OF/CEN/WTR3/SWPS...
D/L/B PSR #4 (G Street # 2) OF/CEN/WTR3/...
D/L/B PSR #4 (G Street # 2) OF/CEN/WTR3/...
D/L/B PSR #4 (G Street # 2) OF/CEN/WTR3/...
D/L/B PSR #4 (G Street # 2) OF/CEN/WTR3/...
D/L/B PSR #4 (G Street # 2) OF/CEN/WTR3/...
D/L/B PSR #1 & #2 (Maintenance Area) OF/...
D/L/B PSR #1 & #2 (Maintenance Area) OF/...
D/L/B PSR #1 & #2 (Maintenance Area) OF/...
D/L/B PSR #1 & #2 (Maintenance Area) OF/...
D/L/B PSR #1 & #2 (Maintenance Area) OF/...
D/L/B PSR #5 (EBOS/5th Street OF/CEN/WTR...
D/L/B PSR #5 (EBOS/5th Street OF/CEN/WTR...
D/L/B PSR #5 (EBOS/5th Street OF/CEN/WTR...
D/L/B PSR #5 (EBOS/5th Street OF/CEN/WTR...
D/L/B PSR #5 (EBOS/5th Street OF/CEN/WTR...
SJ - Digested Sludge Dewatering Facility Project - DPS Schedule Data Date: 25-Sep-21 Actual Work
Remaining Work
Critical Remaining WorkMilestone
Summary Page 24 of 24 TASK filter: All Activities
Printed on 01-Oct-21
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
(This Page Intentionally Left Blank)
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
ATTACHMENT 5C
PRELIMINARY MAINTENANCE OF OPERATIONS DURING CONSTRUCTION PLAN DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
(This Page Intentionally Left Blank)
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Appendix 5
City of San Jose Attachment 5C
Dewatering Facility at the San Jose- Preliminary Maintenance of Operations Santa Clara Regional Wastewater Facility During Construction Plan 3643403.6 042907 CTR
ATTACHMENT 5C
PRELIMINARY MAINTENANCE OF OPERATIONS DURING CONSTRUCTION PLAN The draft Constructability, Early Work Package Integration, Maintenance of Operations During Construction Plan & Summary of Project Interfaces and Planned Process Shutdown Requests (PSR’s), dated October 1, 2021, provides an overview of maintenance and coordination items that will be required during construction. The plan will continue to be developed as part of the Design-Build Work to finalize and detail integration requirements, constraints and PSR needs in accordance with the requirements of Division 01 Specification, 01 14 00, Work Sequence and Restrictions, as modified for the Dewatering Project (see Attachment 5A (Applicable City Standard Division 01 Specifications)).
[ATTACHED]
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
Digested Sludge Dewatering Facility Definitive Project
Submittal
Constructability, Early Work Package Integration,
MOPO Plan, Summary of Project Interfaces and Planned
Process Shutdown Requests (PSR’s)
October 1, 2021
Prepared By:
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
Digested Sludge Dewatering Facility Definitive Project
Submittal
Constructability, Early Work Package Integration,
Maintenance of Operations During Construction Plan &
Summary of Project Interfaces and Planned Process
Shutdown Requests (PSR’s)
October 1, 2021
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
1.0 Constructability
One of the key elements of collaborative delivery is the shared knowledge and planning between the design and construction team members. This allows the design to be executed with specific provisions and design intent consistent and optimized with how the construction will be executed. The primary objective of the Walsh team approach to constructability falls generally into three main categories:
• Safety. In a construction environment, engineered solutions for safety are generally viewed as the gold standard. Throughout the design process, construction methods for each element of work were reviewed and considered relative to safety and where applicable and practical alternative methods of construction were proposed to the design team to reduce risk while still adhering to design standards and B&V best practices.
• Efficiency. The majority of the constructability interactions and discussions within a collaborative delivery team are focused on efficiency and the drive to improve cost and schedule. This cuts across all disciplines of design and includes fundamental means and methods including allowable concrete formwork design and cycle times, pipe routing and support design, and materials of construction for major building components. • Risk. Risk is a key constructability consideration that is often times a combination of safety and cost. In the case of this project, the focus of risk based constructability considerations were specially focused on minimizing potential impacts to existing facilities and infrastructure.
1.1 Design Coordination
Throughout the design phase, the Walsh/B&V team maintained an open communication pathway for design refinement for the expressed purposes of improved constructability. In addition, constructability feedback was solicitated from the subcontractor community which resulted in additional constructability considerations evaluated by the team.
1.1.1 Construction Joints
Construction joints are critical in structural design and must be coordinated with the overall dimension and structural systems within the building. The Walsh/B&V discussed and reviewed a consensus approach to construction joints with specific focus on designing the concrete slab and walls in a such a way as to minimize the number of construction joints and therefore the total number of concrete pours for a given structural element. The initial design requirement was to have CJ’s every 50 feet but based on the concrete placement plans developed, the spacing was agreed to be increased to 60 feet. This reduced the total number of pours and significantly reduced the amount of time consuming bulkhead formwork required.
1.1.2 Formwork Design
The Dewatering project has to conform to City and RWF programmatic architectural guidelines, in particular because the facility will be prominently positioned apart from the majority of the RWF facilities and will be visible to the public. One of the architectural design features of the new facility is a DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
geometric pattern within the concrete which makes up the exterior of the first floor. A typical means of creating such a pattern would be to install patterns within the concrete formwork to create a “reveal” within the finished concrete. In review of the concept with the team, it was highlighted that a reveal pattern as initially proposed would be cost prohibitive. The team discussed and ultimately agreed upon a modified look that would retain the basic geometric grid pattern but rely on the patterns of the gangformwork intended to be used by Walsh to construct the walls. By allowing the natural pattern of the efficient gang formwork in place of the reveal patterns, the team was able to eliminate the need for any type of modifications or liners to the formwork and allow for optimal concrete formwork and placement efficiency.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
1.1.3 Concrete Mix Design/Formwork Cycling
A number of elements regarding concrete mix design were discussed and coordinated between the Walsh and BB&V team including add-mixtures, aggregate size requirements and testing requirements for strength. Most notably, the team was able to reduce the overall cost of concrete supply by approximately 10% by elimination of air entrainment requirements for material delivered to the site. Air entrainment is a common requirement for concrete, particularly for water bearing structures in climates where freeze/thaw cycles occur commonly. In review of the requirements of this project and the specifics of the concrete applications, it was determined that air entrainment was not required. The requirement for air entrainment is challenging to meet from a quality control standpoint during concrete delivery and placement and not only adds direct cost to the concrete price but also reduces the ultimate concrete compressive strength, and increases the potential for rejection of trucks loads as they arrive.
In addition, the time required by specification for formwork to be in place until the concrete has come to sufficient strength is an example of coordination between the design and construction team members. The ability to re-locate the forms used in a wall pour to the next planned pour location is a key element is construction efficiency and schedule and is often called form cycling. Typically, structural specifications require results of strength test breaks to confirm forms can be removed. Walsh has had success utilizing real time concrete maturity sensors which provide concrete strength through monitoring of the temperature as the concrete cures. This is an American Concrete Institute (ACI228-1R) approved method and one that has resulted in significant schedule efficiencies in multiple projects including the SPFUC headworks. This approach was reviewed by B&V and deemed acceptable.
1.1.4 Directional Drilling.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
One of the more difficult constructability challenges associated with the project, is the crossing of Zanker Road with multiple utilities. Zanker Road is a busy road with significant amounts of truck traffic associated with the solid waste handling facilities north of the RWF. Additionally, Zanker Road has a number of existing buried utilities at a variety of elevations. The Walsh/B&V team dismissed open cut trenching immediately due to the safety concerns associated with vehicular traffic and the lengthy duration that would be required to cross with all the required utilities. The team initially approached the design and construction with a bore and jack solution based on successful execution of similar work on the RWF site as part of the Digesters project. As part of the BDR cost reduction evaluation, directional drilling was considered and adopted based on reduced cost and reduced risk, primarily associated with the elimination of the deep jacking and receiving pits which would require expensive shoring and dewatering systems. For 30% and 60% design progression, direction drilling was assumed for the utilities crossing Zanker.
The Draft 60% design completion documents were provided to pre-qualified bidders as part of the GMP development. The drilling profile assumed that the utilities would be drilled under all utilities in Zanker with the exception of the 84” raw sewage interceptor located on the western edge of the right of way.
The profile was selected based on the optimal drilling profile and the identified starting location near the RWF warehouse area entry gate. The profile is shown below. The bidders identified the profile as a risk with the potential to damage the 84” interceptor increasing costs to the point of recommending bore and jack to mitigate. The team evaluated the proposal and proposed to extend the starting location of the drilling to allow the profile to deepen and extend under the 84” interceptor, thereby reducing the risk of damage. This proposal was deemed acceptable to both the design team and the bidders.
With this change in profile, it was also assessed by the Walsh/B&V team if a single drilling location for all utilities was more logical and efficient. The original design progression had included two crossing locations based on where the piping connections in the RWF were made, and where the utilities entered the new Dewatering Building. With other changes, specifically to the locations for the utilities entering DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
the Dewatering Building, it was determined that a single crossing of Zanker for all the direction drilling along the southern warehouse entrance would be most efficient from a constructability standpoint. The sketch below shows the revised alignment of all the piping crossing zanker and the revisions that were the basis of the cost model for the DPS.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
1.1.5 G-Street
The installation of buried piping along G Street is a feature of work that has significant cost and schedule impacts but limited opportunity for optimization. The team worked to streamline the activities as much as practical, both for cost reasons, but more importantly to minimize schedule and impacts to the existing facility. The initial design profile for the piping was approximately 7’ below top of grade to avoid existing utilities in the roadway. This approach required significant shoring, excavation and backfill requirements, all of which lengthened the durations and showed significant cost increase. The team discussed the issues and agreed upon a shallow routing that eliminated the need for shoring for the majority of the run. The new piping profile does need to dive under the existing storm drain utilities located in G Street at two locations but it was determined that this approach had significant constructability benefits including cost and schedule savings. Shoring will be required at the locations where the new piping crossing shallow existing utilities but the savings more than offset the small incremental costs.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
1.1.6 5th Street Alternative
The installation of piping onto the existing pipe rack is complicated, time consuming, and ultimately expensive endeavor. In order to avoid these issues Walsh put together an alternative routing option that would have the Digested Sludge piping run from the Digested Sludge Transfer Pump station to the Digested Sludge Storage Area under 5th street. This option would ultimately require the removal of asphalt on 5th street and a trench to be dug for the piping. In preparation of this option additional pot holing was conducted to locate known utilities that are anticipated to be within the path of the routing, this data was taken into consideration in order to establish a viable option. Installation of pipe would follow a general strait path down 5th street from the Digested Sludge Transfer Pump station and then head west prior to crossing the 11x11 NE Box and ultimately cross the box at a location with minimal utilities at a shallow depth being encased in concrete. After crossing the 11x11 NE box, the piping would dive deeper and run towards the west DS storage tank where it would ultimately rise up and connect to above ground piping at the tanks.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
2.0 Early Work Package Integration
The organization of the Early Work Package proposed and executed as part of the Dewatering project was intended to optimize schedule efficiency and to minimize changes and future interfaces. The scope defined for the EWP was broken into two distinct tasks and was done to simplify integration with the remainder of the Phase 2 work.
2.1 Design Completion
As defined by the Contract, the design completion at the Definitive Project Submittal is approximately sixty percent complete. The Walsh/B&V team recommended at the proposal phase including an early work package for design completion, to take the design from sixty percent complete to final, signed and sealed documents for construction. The key reason for this recommendation was to create schedule efficiency by allowing the design to be completed while the negotiations and procedural efforts were taking place for the Definitive Contract Amendment (DCA).
The key integration of the final design early work package will be the update of quotations and bids from subcontractors and material pricing from suppliers that were received and used as part of the development of the Guaranteed Maximum Price (GMP). During the final design activities, the Walsh/B&V will carefully review the bids received and ensure that the contract documents reflect the pricing in the GMP and the feedback provided by the bidders. The team will coordinate design changes carefully ensure that all bids and cost basis remain valid while continuing to leverage direct feedback from the expected providers. The final manifestation of this integration and the most critical will be the ability for Walsh to issue contracts to bidders as soon as the DCA is approved and Walsh is provided with notice to proceed (NTP) for phase 2. This is the best demonstration of the value of the design completion EWP, and clearly demonstrates the benefit by allowing the final design documents to be complete prior to, or at the same time as NTP, allowing the team to move immediately and seamlessly into the construction activities.
2.2 Mobilization/Site Improvements/Foundation Preparation Similar to the Design Completion EWP, the team proposed and recommended an early work package for site preparation at the outset of the project. The intent of the site prep EWP was consistent with the approach for as it has been developed to allow for an efficient transition from the DCA process into critical path schedule elements, the structural construction of the new dewatering facility.
The scope of the site prep EWP was developed to allow for all underslab work to be completed as part of the EWP so that phase 2 work on the foundation rebar and concrete formwork could begin immediately. This includes relocation of existing utilities, clear and grub, excavation to necessary grade, installation of ground improvements (stone columns) and installation of underslab utilities including plumbing and electrical. Inclusion of these elements will complete all scope items necessary to allow for rebar placement and edge-forms for the foundation slab in sequence with the start to finish activities shown in the project schedule. Similar to the design finalization, the integration of the site prep EWP into the schedule to overlap with DCA negotiations and execution reduces the overall schedule by a significant amount to the benefit of the project. The integration of both elements of the EWP is the DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
ability for final changes and confirmation of the design of the underslab utilities which will be complete prior to installation allow for final adjustments, if necessary.
3.0 Maintenance of Plant Operations
Maintenance of plant operations (MOPO) during construction is an important planning aspect of a project. It is the project team’s obligation to understand and minimize impacts to existing operations.
The project consists primarily of construction of new facilities with little or no modification of existing, operational facilities. There are not planned or anticipated MOPO procedures that would significantly impact existing operations, such as removing a remote digester from service for an extended period. In conjunction with anticipated Process Shutdown Requests outlined in 4.0 below, the following document provides an overview of the planned MOPOs and procedures that will be implemented during construction.
The Walsh/B&V team has extensive working knowledge of the MOPO planning requirements and expectations of the RWF staff. The working knowledge and relationships developed on the Digesters Thickening Facility Upgrades project will serve as the foundation for the Dewatering Project MOPO plan.
The basic framework of the MOPO plan for the Dewatering Project will be the project lookahead schedule, presented and discussed weekly at progress meetings and the Process Shutdown Request (PSR) program.
The primary MOPO considerations for the Dewatering Project are related to process and utility system interconnection including digested sludge, medium voltage power distribution and utility water systems.
It is expected that these interfaces will be executed with a minimal amount of disruption to the RWF, with impacts to operations limited to maximum 8-hour shutdowns. The summary of planned PSR’s included in this document provides a more detailed summary of the anticipated activities related to existing operations. Additionally, there are no anticipated MOPOs that will require an entire unit process or a tank (digester) to be taken completely offline. The detailed PSR process will be used to provide comprehensive information for each shutdown activity and will include detailed durations (hours), drawings or sketches to confirm exact extents of activities and if appropriate, isolation points and drainage and cleaning activities if appropriate. The formal PSR applications will be submitted as early as possible for all activities to minimize impact on operations and will adhere to the contractual requirements for notification of 72 hours for typical shutdowns and 28 days for more impactful requests such as those required for shutdowns of M4 of M5. The team anticipates the majority of the PSR requests will be straightfoward and will not require the longer review time. Walsh will work to provide all PSR requests with as much advanced notice as practical. The team will prepare a detailed summary of PSR’s as part of the commencement of the Phase 2 construction and will note the expected notification and review times for each for the City’s review and comment.
The biggest impact to the existing operations will come as the new dewatering facility begins functional testing and commissioning. During these phases, impacts to existing operation will be the intermittent changes to digested sludge pumping as the new DS transfer and pumping stations are tested. This will limit the amount sludge pumped from the remote digesters to the DSEPS facility. Similarly, during the functional testing and commissioning phase, centrate will be generated in small, intermittent flows that DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
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will be pumped to the headworks effluent channel. Since the centrate will be a new source of flow to the overall RWF influent characteristics, monitoring will be required to ensure no adverse impacts.
Finally, during this phase dewatered cake will be produced in small quantities that will require disposal through the contracted hauling and disposal company. Coordination between the Dewatering team and the O&M staff will be required.
4.0 Project Interfaces
4.1 Process
The two major process related interfaces with existing facility will be the interconnection to the digester sludge in the remote digester area and the connection of the new centrate piping to the headworks.
1. DS interface locations. The Dewatering Project will have 2 separate interface locations with the existing DS piping in the remote digester tunnel.
a. The first will be at the southern end of the tunnel in the area adjacent to digester 14.
The Dewatering Project will replace an existing 90-degree elbow fitting on the DS suction line current feeding the existing southern DS transfer PS and replace the fitting with a tee fitting, including appropriate new isolation valves. This allows connections to be made a single time and operations to be un-changed to the existing operation until the new Dewatering Facilities are ready to be operated using digested sludge. b. The second interface will occur in the remote digester tunnel in the vicinity of Digester
11. The existing digested sludge transfer piping that feeds digested sludge from digesters 9,10,11,15 and 16 has an existing blind flange connection that will be the interconnection point to the Dewatering Project and the new digested sludge transfer pump station. Additional work in this area will include additional isolation valves and a tee fitting on the suction piping for digesters 15 and 16 to facilitate future maintenance and piping modifications or replacement.
2. Centrate Interface. The centrate will be pumped from the Dewatering Facility to the new headworks effluent channel, currently under construction. In coordination with the City, the Headworks team will install the centrate piping from the new Headworks Facility to a point coordinated between the two teams, at a location north of the EBOS facility in the construction access road between EBOS and G street. The assumption for the Dewatering Project is that the Headworks work will be completed first and cap the piping for connection to the remainder of the piping when construction is underway for the Dewatering Project. It is assumed that the Headworks team will as-built the exact location of the termination of the piping and interface.
4.2 Utilities
1. WTR 1. The decision made as part of the 60% design phase is to connect to an existing 2” potable water line at the southwest corner of the Dewatering site. The connection currently serves the Transition Pump Station. The connection will require shutdown that will impact the TPS but should be limited in duration.
2. WTR 3. WTR 3 will be the primary source of utility water for the new Dewatering Facility; however, the upgrades to the WTR 3 system is not expected to be in service at the time of DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
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completion of the Dewatering Project. The interfaces with the existing WTR3 system will occur in two locations.
a. A connection to the WTR3 system for the new headworks will be executed similar to the centrate piping where the headworks team will install new buried piping to a location in the EBOS area with a cap or blind flange for future connection to be made by the Dewatering team. The headworks team will as-built and provide coordinates for the Dewatering team’s use.
b. The second location will be a future connection with the team upgrading the plant wide WTR3 system. The connection will be made after the Dewatering Project is complete at a location north of the intersection of 1st street and G street. The dewatering team will provide as-built information and location of the piping to facilitate the future connection.
3. WTR 4. WTR 4 is the utility water service used for fire protection at the RWF site. The interface location for WTR 4 will be at a location north of the warehouse facility. The connection point has been potholed and a PSR has been identified for this activity.
4. Sanitary Sewer. The project interface with sanitary sewer will occur at the southwest corner of the site. The sanitary sewer flow from the dewatering facility will be pumped to a 3” sanitary sewer force main that originates at the TPS facility and discharges to the existing 66” plant drain on the main RWF site. A PSR has been identified for this activity.
5. Stormwater. Stormwater will be collected at both the new dewatering facility site and the areas of new construction on the existing RWF.
a. The stormwater on the dewatering facility will be collected and pumped from the site to the EBOS facility at the RWF main site. The interface for stormwater will be similar to the centrate system with the Headworks team routing piping from the EBOS facility to a location where the dewatering team will connect to. As with the centrate, the buried piping installed by the headworks team will be as-built and the location of the piping provided.
4.3 Power
1. Medium Voltage Power Distribution Interface. The new dewatering facility will be fed by two medium voltage (4160V) substations to provide redundant power feeds. Both power feeds will run through existing ductbanks from the main RWF site across Zanker Road and to an existing electrical hand hole where new ductbank will be constructed to service the new facility. a. M4. The M4 substation is located in between the Cogen Facility and the Engineering Services Building (ESB) and will provide one of the 4160 V power feeds to the Dewatering Facility.
b. M5. The M5 substation is located along center street near the new Sludge Control Building. M5 will provide the second required medium voltage power feed to the Dewatering Facility.
2. Low Voltage Power Distribution Interface. Low voltage (480V) is only required on the main RWF to power:
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City of San Jose – Digested Sludge Dewatering Facility
a. S13. The S13 substation located in the DSEPS facility will be the source of 480V power to feed the new DS storage and transfer pumping facilities located in the triangle area, south of Digesters 13 and 14.
3. TPS – Temporary Power. Temporary power will be provided to the new dewatering facility site to support construction activities. This power will be supplied from MCC Z at the TPS electrical room.
4.4 Communication
1. Fiber Optic. The new facilities constructed as part of the Dewatering Project will have a full fiberoptic network for communication interfaces with the existing facility for both Distributed Control Systems (DCS) and conventional communication including telephone, internet, and alarm systems. It is expected that the integration of the new DCS components of the Dewatering project will have the potential to create shutdowns and disruptions to the existing system.
These will be carefully coordinated with the City to minimize the impact to the extent practical.
There will be two main interface points:
a. Nitrification Building. New fiberoptic cable will be routed from the new dewatering facility to the basement of the Nitrification Building where a panel will receive the cable and integrate to the existing system. This routing will be primarily through existing conduits, passed through the ESB prior to connection at the nitrification building. A PSR may be required for pulling this cable through the ESB telecom room where significant congestion of cabling exists.
b. Sludge Control/DSEPS. New fiberoptic cable supporting the DS Storage and Transfer pumping facilities will be routed to the remote digester complex and be pulled through new conduits to a patch panel located near the DSEPS facility for integration with the existing network.
5.0 Interfacing with other Active Construction Projects A number of other construction projects will be occurring during the duration of the Dewatering project that will require communication and coordination to maintain progress for all projects. The primary projects require special consideration for interfacing and coordination are:
• New Headworks.
o Access considerations for construction activities in DS storage tank area and G street o Process piping interface for WTR3, Centrate, Stormwater • Nitrification Clarifier Rehabilitation
o Access considerations for construction activities in DS storage tank area and G street • M4 Replacement
o Schedule coordination related to new medium voltage feed to Dewatering o Confirmation of as-built condition to confirm design expectations • 5
th Street Stormwater Replacement
o Schedule and access coordination relative to installation of buried piping from DS transfer pump station to the DS storage tanks
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City of San Jose – Digested Sludge Dewatering Facility
These projects may impact the Dewatering project, either through issues related to site accessibility or actual infrastructure related interconnections. The Walsh/B&V schedule assumes that all coordination with all projects will be the repsonsibility of the City and that there are no restrictions or limitations on work activities, as planned. Walsh/B&V will provide monthly schedule updates as required to support the City in coordination with these efforts.
6.0 Process Shutdown Requests (PSR’s)
The Digested Sludge Dewatering Facility Project will require several Process Shutdown Requests (PSR’s) to facilitate the construction activities. In general, there are 3 main categories of PSR’s that the Walsh team will be making based on the nature of the work. These include:
1. Process shutdowns. Any shutdown that will require modification or temporary stop to normal wastewater related activities to facilitate interconnection to process or utility piping
2. Electrical/Control shutdowns. Any shutdown that will require de-energizing elements of the existing electrical power distribution network to facilitate new connections. This may also include interconnection with the existing fiber-optic network for communication and process control (DCS).
3. Physical Access Shutdowns. The shutdowns are related to construction activities that will modify or limit access or otherwise modify the daily activities of the RWF staff, both normal and unexpected.
The following summary of planned PSR’s is organized by the categories listed above and presented in what is anticipated to the approximate sequence within each category. Overall, the Walsh team has worked to minimize the PSR’s as much as practical and based on the isolated nature of the project, we expect the disruption to operations to be minimal.
6.1 Process Shutdowns
The process shutdowns will be focused in two main areas; the remote digesters to make interconnections to the digested sludge piping, and the warehouse area to make connections to utility water systems.
Process PSR 1 – Interconnection to DS piping from Digesters 12, 13, 14 to facilitate connection to new DS transfer PS. A shutdown of the digester transfer pumping for digesters 12-14 we be required to provide a new suction piping connection to the new DS transfer PS location adjacent to digester 11. The intertie location will be in the remote digester gallery at the southern end adjacent to digester 14. The connection will be made to the existing 10” suction piping. Multiple 8-hour shutdowns may be necessary for this item, this will be coordinated during construction. If multiple shutdowns are required, the shutdowns will be scheduled to minimize impacts on existing operations.
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City of San Jose – Digested Sludge Dewatering Facility
Approximate Location – Southern portion of remote digester gallery adjacent to digester 14 Anticipated Duration – 8 hours.
Process PSR 2 – Interconnection to DS piping from Digesters 9-11, 15, 16 to facilitate new connection to new DS transfer PS. The connection to the suction piping for remote digesters 9-11, 15 and 16 will be made at an existing blind flange and will not require a significant shutdown. The design does include installation of an isolation valve and tee fitting on the suction piping serving digesters 15 and 16. It is possible that multiple 8-hour shutdowns may be necessary for this item. This will be coordinated during the construction and if multiple shutdowns are required, the shutdowns will be scheduled to minimize impacts on existing operations.
Approximate Location – Major remote digester gallery crossing adjacent to digester 11. Anticipated Duration – 8 hours
Process PSR 3 – Centrate Connections at Headworks handoff location. A PSR is identified for this interconnection between the centrate pipe installed by the Walsh team and the Headworks team to ensure proper isolation and protection is in place. The work necessary to complete the centrate piping interconnections will have limited impact on normal operations due to work associated with the headworks project prior to active operation of the new facility. Approximate Location – Centrate in-tie location north of EBOS. Anticipated Duration – 8 hours
Process PSR 4 – WTR 4 Connection at Warehouse to provide firewater to new Dewatering Building. The shutdown required to interconnect to the existing 6” WTR4 north of the warehouse will require a shutdown to facilitate the new connection. Isolation valves in the existing WTR4 system will be used to minimize impact to the WTR4 system.
Approximate Location – Yard piping north of warehouse Anticipated Duration – 8 hours
Process PSR 5 – Potable Water Tie-in. New potable water connection for the dewatering facility will be made at the southwest corner of the dewatering site to the 2” potable water line that supplies water to the TPS facility. The shutdown will impact potable water flow to the TPS. Approximate Location – Southwest corner of the dewatering site Anticipated Duration – 8 hours
Process PSR 6 – Sanitary Sewer Connection. The sanitary sewer flow generated by the new Dewatering facility will be collected and pumped to the existing 3” sanitary sewer force main that originates at the TPS and is located along the western edge of the dewatering site. The force main discharges to the existing 66” drain located beneath Center Street on the RWF site. Approximate Location – Southwest corner of the dewatering site Anticipated Duration – 8 hours
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City of San Jose – Digested Sludge Dewatering Facility
Process PSR 7 – WTR 1 relocation in triangle. To facilitate construction of the new DS storage tanks, the existing 1 ½ “WTR1 line will need to be relocated. This work will require a shutdown expected to last no more than one day. The PSR will impact the EBOS and EBOS ferric feed facility as well as potentially systems in the Remote Digester area.
Approximate Location – Triangle area south of remote digesters Anticipated Duration – 8 hours
Process PSR 8 – WTR 3 connection in triangle/5th street. To provide utility water around the DS storage tanks and DS transport and mixing pump stations, a connection to the existing WTR3 system in the area will be necessary. The design assumes connecting to an existing 3” WTR3 line in G street near Clarifier B8. This connection will require a shutdown to make the connection to the existing piping. The shutdown is expected to last no more than one day. The shutdown is also expected to result in a partial or complete closure of 5th street.
Approximate Location – 5th Street between the triangle area and Clarifier B-8. Anticipated Duration – 8 hours
Process PSR 9 – Digester Gas Interconnection. The new DS Storage tanks will be designed similar to anaerobic digesters as fully enclosed tanks with digester gas handling design elements. The headspace of the DS storage tanks will have digester gas piping and will be interconnected to the existing digester gas header running immediately north of the new storage tanks. The existing gas header has been furnished with an isolation valve, so no actual shutdown of the existing digester gas header is necessary.
A PSR will be prepared and submitted once the connection to the existing isolation valve has been made and the DS storage tanks head space has been purged with inert gas to allow for integration to the existing system safely.
Approximate Location – Triangle area south of remote digesters Anticipated Duration – 8 hours
This list will be continually updated as the project proceeds and any changes will be documented to maintain a current list of anticipated shutdowns and interconnections to the existing process.
6.2 Electrical Shutdowns
Similar to the process interfaces, the Dewatering project has a straightforward set of interfaces with the RWF power distribution network. PSR’s for electrical and Fiber-optic are expected to include the following:
Electrical PSR 1 - M4 Shutdown for cable pulling and termination. This shutdown is expected to be required to facility connection of one of the new medium voltage feeders for the new dewatering facility. With the ongoing work replacing the existing M4, it is possible that all necessary work that DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
would ordinarily require a shutdown could be done as part of the replacement, thereby eliminating the need for this shutdown. That coordination will be initiated upon acceptance of the definitive project submittal and the PSR updated as appropriate. A total of two PSR’s would be anticipated for this work, one for the cable pull and one for the terminations. Each shutdown would be a total of 8 hours. Approximate Location – M4 Substation
Anticipated Duration – 8 hours
Electrical PSR 2 - M5 Shutdown for cable pulling and termination. This shutdown is expected to be required to facility connection of one of the new medium voltage feeders for the new dewatering facility. A total of two PSR’s would be anticipated for this work, one for the cable pull and one for the terminations. Each shutdown would be a total of 8 hours. Approximate Location – M5 Substation
Anticipated Duration – 8 hours
Electrical PSR 3 - S13 Substation Shutdown. Low voltage power (480V) for the DS storage and pumping facilities will be provided through the DSEPS electrical substation, S13. A total of two PSR’s would be anticipated for this work, one for the cable pull and one for the terminations. Each shutdown would be a total of 8 hours.
Approximate Location – S13 Substation
Anticipated Duration – 8 hours
6.3 Site Modifcation and Access Restriction Shutdowns
A number of activities will be occurring through the construction phase that will impact or alter the access and normal activities of the O&M staff and therefore will require a PSR, or series of PSR’s to document and communicate the planned activities. The expected activities are provided here in general, summary level form and may require multiple shutdowns for each specific activity. This will be detailed more thoroughly with the Phase 2 detailed CPM schedule in terms of activity and expected duration.
The PSR’s expected related to site access and roadways are summarized as follows.
Site PSR 1 - Construction of New DS Transfer PS. Potential PSR’s associated with this work element include:
a. partial closure of the access road in and around Digester 11 and the new DG flare. b. Partial closure of the remote digester galleries to facilitate pipe installation and core penetrations
Site PSR 2 - Construction of new DS storage tanks. The construction of the new DS storage tanks in the location immediately south of digesters 13 and 14 known as the “triangle” is not anticipated to have significant impacts on the day to day operations of the facility but will have impacts to traffic on 5th and G streets particularly during concrete placement activities.
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City of San Jose – Digested Sludge Dewatering Facility
Site PSR’s 3-7 - G Street buried pipe installation. This activity will be the longest duration activity that will impact operations, but as with the construction of DS storage tanks, this activity will impact site access only. The project has scheduled the activity for the buried piping along the G Street corridor to be executed in phases to minimize impacts to the facility and to create the most efficient workflow possible. The currently planned activities are as follows. a. Corner of 5th and G streets including construction road to EBOS b. Western half of G Street.
c. Eastern half of G Street.
d. Intersection of G Street and 4th
e. Road south of warehouse
The following table summarizes the PSR’s described in this document and is a representation of the PSR log that the Dewatering team will maintain throughout the life of the project and will be coordination with the project lookahead schedule and PSR meeting agendas as necessary.
Shutdown Description Location Duration
Process PSR 1 Interconnect to
digested sludge from
Digester 12-14
Remote digester
tunnel, southern end
adjacent to digester 14
8 hours
Process PSR 2 Interconnection to
Digesters 9-11,15,16
Remote digester
tunnel, adjacent to
digester 11
8 hours
Process PSR 3 Centrate
interconnection
Yard piping north of
EBOS facility
8 hours
Process PSR 4 WTR4 tie-in Yard piping north of
warehouse
8 hours
Process PSR 5 Potable Water tie in Southwest corner of
Dewatering site
8 hours
Process PSR 6 Sanitary Sewer tie in Southwest corner of Dewatering site
8 hours
Process PSR 7 WTR 1 relocation Triangle area south of
remote digesters
8 hours
Process PSR 8 WTR 3 interconnection 5
th Street adjacent to
triangle area and
Clarifier B-8
8 hours
Process PSR 9 Digester Gas
Interconnection
Triangle area south of
remote digesters
8 hours
Utility PSR 1 M4 wire pull and
termination
M4 Substation and
ductbank
8 hours
Utility PSR 2 M5 wire pull and
termination
M5 Substation and
ductbank
8 hours
Utility PSR 3 S13 wire pull and
termination
DSEPS Electrical Room 8 hours
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City of San Jose – Digested Sludge Dewatering Facility
Site PSR 1 DS Transfer Pump
Construction
Access road adjacent
to digester 11
6 months
(intermittent)
Site PSR 2 DS storage tank and
transport PS
construction
“Triangle” site at
intersection of G street
and 5th street
18 months
(intermittent)
Site PSR 3-7 G Street construction G street, multiple
locations
12 months
(intermittent)
7.0 Summary
Overall, the design and planning for the Dewatering Project is focused on minimizing impacts to the existing facility and operations. As such, it the team’s priority to maintain communication and coordination with RWF staff and leadership and ensure proper follow through to all MOPO related planning execution.
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APPENDIX 6
DESIGN-BUILD QUALITY ASSURANCE AND QUALITY CONTROL REQUIREMENTS DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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APPENDIX 6
DESIGN-BUILD QUALITY ASSURANCE AND QUALITY CONTROL REQUIREMENTS
6.1 PURPOSE
The purpose of this Appendix is to describe the minimum requirements for the Design-Build Quality Management Plan (“QMP”), including quality assurance (“QA”) and quality control (“QC”) procedures that shall be implemented during the Preliminary Services and the DesignBuild Period. (a) Quality assurance refers to the overall efforts to assuring project quality.
Quality assurance shall include the planning and activities necessary to verify that the required QC activities have been satisfactorily conducted and that the quality requirements were met.
(b) Quality control shall include the monitoring, inspection, sampling and testing as applicable, and evaluation of the Design-Build Work through the project to verify that quality requirements as specified in this Amended and Restated DesignBuild Contract are met. Quality control also includes the identification of any defective work and documentation of completed corrective measures. For construction work, the Design-Builder shall comply with the quality control requirements established in City Specification 01 45 00, Quality Control, as modified for the Dewatering Project (see Attachment 6A (Applicable City Standard Division 01 Specifications)).
6.2 CITY’S QUALITY OBJECTIVES
The QMP is a critical component of the design and construction of the Project. It partly represents assurance to the City that the Design-Builder is executing the Design-Build Work in accordance with this Amended and Restated Design-Build Contract. As a result, the QMP, including quality assurance and quality control (“QA/QC”), shall be consistent with and support the following quality objectives for the Design-Build Work:
(a) Ensure that permitting, design, construction and testing are consistent with the Contract Standards;
(b) Ensure that Governmental Approval requirements are effectively incorporated into Design-Build Work;
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City of San Jose Appendix 6
Dewatering Facility at the San Jose- Design-Build Work
Santa Clara Regional Wastewater Facility Quality Control Requirements A6-2
3643403.6 042907 CTR
(c) Develop and implement procedures to ensure that problems are discovered early, resolved in a timely manner, and do not recur;
(d) Ensure that adequate QA/QC procedures and resources are provided by the Design-Builder to effectively assess and ensure high quality in all work products and services and compliance with the Acceptance Standards, warranty requirements, safety, security and environmental compliance requirements; (e) Provide timely reporting and documentation of QA/QC inspections, technical reviews, testing, analysis and determinations of compliance with the Contract Standards;
(f) Provide follow up inspections, analysis and testing if conditions are found to be non-compliant with the Contract Standards and verify through special reports and direct communications with the City that all corrective actions have been effectively implemented and that the resultant product or service is of acceptable quality.
6.3 ROLES AND RESPONSIBILITIES
6.3.1 Design-Builder's Role and Responsibilities for QA/QC.
The Design-Builder is fully responsible for the design and construction of the Project Core QA/QC functions as defined in this APPENDIX 6 (Design-Build Quality Assurance and Quality Control Requirements).
6.3.2 City's Role and Responsibilities for QA/QC.
The City ultimately retains its rights with respect to the Acceptance of the Project. The City may perform design reviews, witness factory testing of equipment to be installed at the Dewatering Facility (“Factory Acceptance Testing”) and testing of such equipment after installation at the Dewatering Facility, verification sampling and testing, independent assurance sampling and testing, review of the Design-Builder's construction management scheduling, and other actions to verify payment of progress payments under the terms of this Amended and Restated Design-Build Contract. However, by doing these actions, the City does not assume responsibility for any design or construction issue except as otherwise indicated in this Amended and Restated Design-Build Contract.
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City of San Jose Appendix 6
Dewatering Facility at the San Jose- Design-Build Work
Santa Clara Regional Wastewater Facility Quality Control Requirements A6-3
3643403.6 042907 CTR
6.4 DESIGN-BUILD QUALITY MANAGEMENT PLAN DEVELOPMENT AND
IMPLEMENTATION
6.4.1 General Requirements.
The development and implementation of the QMP shall be the responsibility of the DesignBuilder. The QMP shall integrate the permitting, design, Factory Acceptance Testing, construction, commissioning and testing phases of the Dewatering Facility during Preliminary Services and the Design-Build Period and shall include detailed QA and QC programs as attachments. Other QMP requirements are defined in Section 6.5 (Design Quality Control and Quality Assurance Requirements) and Section 6.6 (Construction Quality Control Requirements) of this Appendix.
6.4.2 Design-Build Quality Management Plan Requirements.
The QMP shall include a description of how the Design-Builder will provide the following:
(a) Adequate resources for effective plan implementation throughout all phases of Preliminary Services and the Design-Build Work;
(b) Information on QA/QC staff to be assigned to the Project and their qualifications for performing required QA/QC functions;
(c) Programs, procedures, methods, tests, analyses and communications procedures, reports, photographs and comments on drawings and specifications and other documents used by the Design-Builder to assess Preliminary Services and Design-Build Work quality and compliance with the Contract Standards; (d) How the QA/QC program shall function independently of Design-Builder’s production staff and be empowered to enforce plan objectives, define quality requirements, independently verify quality of Preliminary Services and DesignBuild Work products and services, identify potential causes of unacceptable quality of work and provide safeguards to prevent unacceptable work quality, and require prompt corrective action for identified deficiencies; (e) A communications plan for demonstrating that quality requirements have been established and communicated to all Subcontractors prior to their commencement of providing products or services on the Project. This shall include information on the roles, responsibilities and authorities of identified QA/QC staff;
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(f) The Design-Builder submitted its QMP for design services to the City for review following the Contract Date. The City provided comments on the QMP and the Design-Builder made the required changes; and
(g) The Design-Builder submitted its Design-Build Quality Management Plan for Construction to the City in draft form as part of Preliminary Services Task 4 (30% DCD), and in final form as part of Preliminary Services Task 6 (Definitive Project Submittal). The City will provide comments on both the draft and final Design-Build Quality Management Plans for Construction, and the DesignBuilder shall make required changes.
6.4.3 Changes to the Design-Build Quality Management Plan.
Revisions and updates to the QMP may be proposed by the Design-Builder as the Design-Build Work progresses. Changes to the approved QMP require written approval of the City. Proposed revisions or updates shall be provided to the City at least 30 days prior to the start of the Design-Build Work to which the revision applies. The City will review and respond in a timely manner to Design-Build Quality Management Plan proposed changes. The Design-Builder shall not initiate any of the Design-Build Work that is impacted by such proposed revision or change until the City has reviewed and accepted the change.
6.5 DESIGN QUALITY CONTROL AND QUALITY ASSURANCE REQUIREMENTS
6.5.1 Design QA/QC Program.
The Design-Builder has primary responsibility for design quality to ensure design documents are professionally reviewed and checked to ensure a quality project. The QMP shall include the details of the Design-Builder’s Design QA/QC Program and include a description of how the Design-Builder will provide the following:
(a) Design management functions and design review processes, which are the responsibility of the Design-Builder, will be described; (b) Typical design QC tasks to be accomplished by the Design-Builder will be described and may include technical review of design deliverables, checking of calculations, checking of quantities, and the review of specifications; (c) Describe the process to approve and release design packages for construction in alignment with the Design QA/QC Program;
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(d) Describe the process for conducting required Factory Acceptance Testing of equipment;
(e) Demonstrate that the City retains oversight in the form of review and verification of the design's ability to meet the stated contract requirements. The City and its designated consultants will participate in the design review process while not relieving the Design-Builder from its obligation to comply with this Amended and Restated Design-Build Contract; and
(f) Describe the application of the Design QA/QC Program through design review techniques to be used by the Design-Builder, such as over-the shoulder design reviews to supplement formal reviews, formal milestone reviews, and submittal reviews during the Design-Build Period.
6.5.2 Design Quality Assurance Manager.
The Design-Builder shall designate a Design Quality Assurance Manager to determine whether the Technical Specifications and other Contract Standards are being met and that design QA/QC activities are following the approved QMP. The Design Quality Assurance Manager shall compile and maintain documentation of the review.
6.6 CONSTRUCTION QUALITY CONTROL REQUIREMENTS
6.6.1 Construction QA/QC Program.
The QMP shall include the details of the Design-Builder’s Construction QA/QC Program, including the following:
(a) The Construction QA/QC Program shall require inspection during construction by inspectors who are not responsible, in whole or in part, for the scheduling or construction of the Design-Build Work being inspected.
(b) Instructions for performing inspections must be clearly defined, including the work attributes to be inspected, acceptability criteria, frequency of inspections, and the requirements for documenting the inspection results. (c) Inspection records must be kept current, have sufficient detail to enable the Engineer-of-Record to identify inspections which have been performed, and the results of these inspections. Inspections must be made throughout the period of DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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construction, including the initial construction, in-process inspections, final inspections, and testing during construction.
(d) Documentation requirements shall include contractor production reports, contractor quality control reports, field test reports, testing plan and log, inspection reports, rework items list and quality control meeting minutes. (e) Procedures and controls shall be provided to ensure that inspections are being performed using the Final Design Documents and approved shop drawings.
Procedures shall ensure that an adequate number of inspection personnel are available as needed, and that all inspectors are qualified, trained, and proficient in performing inspections for the Design-Build Work to which they are assigned.
Design-Builder’s Construction QC program shall comply with the provisions of City Specification 01 45 00, Quality Control, as modified for the Dewatering Project (see Attachment 6A (Applicable City Standard Division 01 Specifications)).
6.6.2 Non-Conforming Work.
The Construction QA/QC Program shall establish and maintain a non-conformance system and procedures for uniform reporting, controlling, and disposition of nonconformance, including the following:
(a) The non-conformance system shall describe methods to be implemented, including a daily non-conformance report (NCR), to identify and track all unsatisfactory, deviating, and nonconforming work until the required repair, rework, or replacement is performed, and the work has been re-inspected and accepted. In addition, the non-conformance system shall detail the methods and measures to be used to develop corrective action procedures and prevent the recurrence of non-conforming work.
(b) The Construction QA/QC Program shall detail the means and methods for identifying and correcting all construction deficiencies such that construction quality meets the Contract Standards and the Final Design Documents. (c) The Construction Quality Assurance Manager shall be informed of all unsatisfactory conditions within 24 hours of identification, and a copy of the condition report sent to the design-engineer. The Design-Builder will correct DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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any nonconforming conditions in accordance with Section 6.16 (Correction of Work) of this Amended and Restated Design-Build Contract. (d) The Design-Builder is encouraged to make corrections for non-conforming work as soon as practical rather than waiting until Acceptance. The City may use the NCR as a basis for conducting its own final acceptance activities.
6.6.3 Construction Quality Assurance Manager.
The Design-Builder shall designate a Construction Quality Assurance Manager to determine whether the Technical Specifications and other Contract Standards are being met and that Construction QA/QC activities are following the approved QMP.
6.6.4 Materials and Equipment.
The Construction QA/QC Program shall ensure the quality of all material and equipment.
Procedures and controls shall be provided to ensure that inspections are being performed using the Final Design Documents and approved shop drawings. Procedures shall ensure that an adequate number of inspection personnel are available at all times, and that all inspectors are qualified, trained, and proficient in performing inspections for the Design-Build Work to which they are assigned. Procedures also shall be used to verify that the procurement documents meet all Contract Standards and the Final Design Documents, and shall include the following:
(a) Define how quality will be controlled during the manufacture and testing of all equipment which is being fabricated for the Dewatering Facility. (b) Written documentation of inspection of all material and equipment to ensure that it meets all Contract Standards and the Final Design Documents.
Documentation such as material test reports, certifications, and equipment tests results must be delivered to the City and City-designated representatives to demonstrate compliance with all Contract Standards and the Final Design Documents.
(c) Monitoring procedures to ensure that material and equipment is delivered to the Dewatering Facility Site are undamaged, in the proper quantities and in accordance with the specification requirements, and that all materials and equipment are stored and maintained on the Dewatering Facility Site according to the Contract Standards, including the requirements of the designer and the manufacturer.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(d) Procedures for conducting Factory Acceptance Testing of each centrifuge at the centrifuge manufacturer’s facility prior to shipping to demonstrate the absence of mechanical or electrical defects and that each centrifuge operates within the specified vibration, noise, and capacity limits.
(i) Equipment components to be tested shall include the centrifuge bowl and scroll assembly, blow drive motor, scroll drive motor, control panels, and variable frequency drives (VFDs). Factory testing of the control panels and VFDs shall be completed, but this testing may be performed independently at the respective locations of manufacture. (ii) Testing of each fully assembled centrifuge shall consist of a minimum 4- hour dry run followed by a minimum 2-hour wet run. During the test, each machine shall be run at maximum, minimum, and 3-revolutions per minute (rpm) differential speeds. Factory testing shall demonstrate operation at 2,700 x g, or the g-force required to achieve the specified dewatering performance, whichever is greater, while complying with specified noise and vibration limits. At a minimum, the following tests shall be completed to demonstrate compliance: (1) vibration and noise measurement with bowl empty at maximum and minimum speed; (2) vibration and noise measurement with bowl filled with water a maximum and minimum speed; (3) operation of machine for 2 hours with water; and (4) measurement of peak motor starting amperage.
6.6.5 Construction Management and Testing.
The Design-Builder shall provide full-time construction management and full and comprehensive construction administration for the Design-Build Work. Construction inspectors, who shall be provided with the Final Design Documents released to construction, shall perform initial verification of procurement and construction activities, so that any conflicts will be identified at an early stage. The Construction QA/QC shall clearly identify the circumstances under which the Design-Builder’s registered soils or geotechnical engineer and the Engineer-of-Record will be involved in construction quality oversight. The Design-Builder shall perform all testing and inspections as required by the Contract Standards, approved Final Design Documents, applicable codes, regulations, and standards (such as ACI and ASTM) which may be referenced in APPENDIX 4 (Technical Specifications). Section 1.2(V) (Applicability, Stringency and Consistency of Contract Standards) of this Amended and DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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Restated Design-Build Contract shall govern any conflicts or inconsistency in the stringency of test requirements.
6.6.6 Laboratories.
All construction testing shall be performed by individuals who are qualified and experienced in providing these testing services. Equipment used to perform tests shall be calibrated according to requirements in the testing procedure. The Design-Builder shall hire a certified independent testing laboratory to perform all laboratory testing. The laboratory selected shall be authorized to operate in the State, certified under the State’s National Environmental Laboratory Accreditation Program, as applicable, and shall be subject to the approval of the City. DesignBuilder requests for laboratory approval shall be made by the Design-Builder in a timely manner, in writing, to the City. Laboratory tests shall include the proposed concrete mix design, concrete aggregate tests, strength of concrete field test cylinders, gradation, and moisture density relationship of soils. The certified testing laboratories must also perform onsite tests that the Design-Builder is not experienced, qualified, or certified to perform or that require independent testing under the Contract Standards. On-site tests shall include tests for: concrete slump, concrete air entrainment, concrete temperature, casting of concrete test cylinder specimens, in-place testing of concrete strength, compaction density testing of soils, coating thickness measurements and structural bolting torque.
6.7 INSPECTION OF DESIGN-BUILD WORK
6.7.1 Inspection and Correction.
All Design-Build Work performed by the Design-Builder or its Subcontractors shall be inspected by the Design-Builder. All nonconforming Design-Build Work and any safety hazards in the work area shall be noted and promptly corrected. The Design-Builder is responsible for the performance of the Design-Build Work safely and in conformance with Section 5.7 (Construction Safety and Security) of APPENDIX 5 (General Design-Build Work Requirements).
6.7.2 City Access.
The City, its employees, agents, representatives and contractors shall be permitted access to all parts of the Design-Build Work, including plants where materials or equipment are manufactured or fabricated. The presence of the City, its employees, agents, representatives and contractors shall not relieve the Design-Builder of the responsibility for the proper execution of the Design-Build Work in accordance with all requirements of this Amended and Restated Design-Build Contract. No act or omission on the part of the City, its employees, DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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agents, representative and contractors (other than City Fault) shall be construed as relieving the Design-Builder of this responsibility.
6.7.3 Materials Inspection.
All materials and articles furnished by the Design-Builder shall be subject to documented inspection, by qualified personnel, and no materials or articles shall be used in the DesignBuild Work until they have been inspected and accepted by the QA/QC Manager or other designated representative. Any Design-Build Work covered in the absence of inspection shall be subject to uncovering as set forth in Section 6.15 (Construction Monitoring, Observations, Testing and Uncovering of Work) of this Amended and Restated Design-Build Contract.
6.8 TIME OF INSPECTION AND TESTS
Whenever the Design-Builder is ready to backfill, bury, cast in concrete or otherwise cover any Design-Build Work, the City shall be notified before such covering and completion, and the City shall notify the Design-Builder of a requested inspection of any such Design-Build Work as set forth in subsection 6.15(F) (Notice of Covering Design-Build Work) of this Amended and Restated Design-Build Contract. Failure of the Design-Builder to properly notify the City, as required by subsection 6.15(F) (Notice of Covering Design-Build Work) of this Amended and Restated Design-Build Contract, in advance of any such covering or completion shall be reasonable cause for the City to request the Design-Builder take apart or uncover for inspection or testing any previously covered or completed Design-Build Work in accordance with subsection 6.15(F) (Notice of Covering Design-Build Work) of this Amended and Restated Design-Build Contract. The costs of any uncovering, taking apart, remedial or corrective work required and all costs of such delays, including the impact on other portions of the DesignBuild Work, shall be borne as set forth in 6.15(F) (Notice of Covering Design-Build Work) of this Amended and Restated Design-Build Contract.
6.9 MATERIALS SAMPLING AND TESTING
6.9.1 Materials Testing and Removal.
All sampling and testing of materials shall be conducted in accordance with the methods prescribed in the current standards of the ASTM or otherwise required by the Contract Standards, as applicable to the class and nature of the article or materials considered. The City reserves the right to require the Design-Builder to use any generally accepted system of inspection that, in the opinion of the City, will ensure the City that the quality of the materials workmanship is in full accord with this Amended and Restated Design-Build Contract. Results of such tests and analyses shall be considered along with the tests or analyses made by the DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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Design-Builder to determine compliance with the applicable specifications for the materials so tested or analyzed. Wherever any material, as a result of such independent testing or investigation by the City, fails to meet the requirements of this Amended and Restated DesignBuild Contract, all costs of such independent inspection and investigation and all costs of removal, correction, reconstruction, or repair of any such material shall be borne by the Design-Builder in accordance with subsection 6.15(F) (Notice of Covering Design-Build Work) and Section 6.16 (Correction of Work) of this Amended and Restated Design-Build Contract.
6.9.2 Materials Rejection.
The City shall have the right at all times and places to reject any articles or materials to be furnished hereunder which, in any respect, fail to meet the requirements of this Amended and Restated Design-Build Contract, regardless of whether the defects in such articles or materials are detected at the point of manufacture or after completion of the Design-Build Work at the Dewatering Facility Site. If the City, through an oversight or otherwise, has accepted materials or work which are defective or in any way contrary to this Amended and Restated Design-Build Contract, such materials, no matter in what stage or condition of manufacture, delivery, or erection, may be rejected. The Design-Builder, at its cost and expense and without any adjustment to the Scheduled Acceptance Date, shall promptly remove and replace rejected articles or materials from the Dewatering Facility Site after notification of rejection.
6.10 MATERIALS TESTING SERVICES
6.10.1 Design-Builder’s Laboratories.
The Design-Builder shall perform all tests requiring the services of a laboratory, to determine compliance with this Amended and Restated Design-Build Contract, using independent commercial materials testing firms acceptable to the City. The materials testing firm’s laboratory shall be staffed with experienced technicians, properly equipped, and fully qualified to perform the tests in accordance with the specified standards. The Design-Builder shall obtain the City’s acceptance of the testing firm before having testing services performed, and pay all costs for these testing services.
6.10.2 Interruptions For Testing and Sampling.
The Design-Builder shall furnish all sample materials and cooperate in the testing activities, including sampling, and shall interrupt the Design-Build Work when necessary to allow testing, including sampling, to be performed. The Design-Builder shall have no claim for an increase in the Fixed Design-Build Price or extension of the Scheduled Acceptance Date due to such interruption. When testing activities, including sampling, are performed in the field by the DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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testing firm’s laboratory personnel, the Design-Builder shall furnish personnel and facilities to assist in the activities.
6.10.3 Test Reports.
Written reports of tests and engineering data regarding materials and equipment proposed to be used in the Design-Build Work shall be submitted by the Design-Builder for the City’s review. The testing firm’s laboratory shall perform all laboratory tests within a reasonable time, consistent with the specified standards, and shall furnish a written report of each test.
The City shall furnish one copy of each field and laboratory QA/QC test conducted by the City to the Design-Builder. The testing firm retained by the Design-Builder for material testing shall furnish a written report for each test. The Design-Builder shall consecutively number each report for each type of test. The written test reports required under this Section shall each be transmitted in a digital form in compliance with Section 1.2(W) (Delivery of Documents in Digital and Printed Format) of this Amended and Restated Design-Build Contract), within three Business Days after each test is completed.
6.10.4 City’s Laboratories.
The City shall have the right to inspect work performed by the City-approved independent testing laboratory utilized by the Design-Builder, both at the Dewatering Facility Site and at the laboratory. This may include inspection of the independent testing laboratory’s internal quality assurance records (quality assurance manual, equipment calibrations, proficiency sample performance, etc.). Testing services provided by the City, if any, are for the sole benefit of the City; however, test results shall be available to the Design-Builder. Testing necessary to satisfy the Design-Builder’s internal QA/QC procedures shall be the sole responsibility of the DesignBuilder.
6.10.5 Materials to be Tested.
The Design-Builder shall provide all testing services in connection with the following materials as required under Good Design-Build Practice, and deliver the test reports for review by the City:
(1) Concrete materials and mix designs.
(2) Masonry units, masonry grout, mortar materials, and design mixtures. (3) Asphaltic concrete materials and design mixtures.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(4) Embankment, fill, and backfill materials.
(5) QC testing of all precast concrete.
(6) Holiday testing of pipeline coatings.
(7) Air testing of field-welded joints for steel pipe and fabricated specials. (8) Concrete strength tests.
(9) Test of masonry prisms.
(10) Field control test of masonry.
(11) Asphaltic concrete.
(12) Magnetic particle or dye penetrant testing of field welds for steel pipe and fabricated specials.
(13) Moisture-density and relative-density tests on embankment, fill, and backfill materials.
(14) In-place field density test on embankments, fills, and backfill. (15) Structural steel member connections.
(16) Other materials and equipment as specified herein. (17) All other tests and engineering data required for the City’s review of materials and equipment proposed to be used in the Design-Build Work.
6.11 INSTALLATION
6.11.1 Inspection and Measurement.
The Design-Builder shall inspect materials or equipment upon the arrival at the jobsite and immediately prior to installation, and remove damaged and defective items from the jobsite.
The City shall be provided the opportunity to observe any such Design-Builder inspections in accordance with Section 6.15 (Construction Monitoring, Observations, Testing and Uncovering of Work) of this Amended and Restated Design-Build Contract. The Design-Builder shall verify measurements and dimensions of the work as an integral step of starting each installation.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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6.11.2 Manufacturer’s Instructions.
Where installations include manufactured products, the Design-Builder shall comply with manufacturer’s applicable instructions and recommendations for installation, to whatever extent these are more explicit or more stringent than the Contract Standards, so as not to violate manufacturers’ warranty conditions.
6.12 PERSONNEL QUALIFICATIONS
The QMP shall include a QA/QC organization chart with named individuals performing QA/QC including their experience and qualifications. The QMP shall describe staffing levels required for QA/QC and qualifications and experiences requirements for persons performing QA/QC functions, including the following:
(a) Description of minimum qualifications and experiences that demonstrate quality management personnel have related experience and certifications. Typically, this indicates professional engineers and professional certified quality personnel who have a certain level of similar project experience, which may include:
(i) QA/QC Management/Supervisors should possess experience managing professional personnel in similar circumstances or on similar projects; demonstrate excellent communication skills; possess a working knowledge of QA/QC and quality management; possess certification as quality professionals by appropriate certifying bodies or have completed training courses in the quality discipline.
(ii) The Design Quality Assurance Manager must be a registered professional engineer in the State of California; may work directly for the DesignBuilder or may be contracted from an independent firm or organization; must have at least five years’ experience in projects similar in scale or scope to the Dewatering Facility project.
(iii) The Construction Quality Assurance Manager may work directly for the Design-Builder or may be contracted from an independent firm or organization; must have at least five years of recent experience (within the past ten years) overseeing the inspection and materials testing of projects similar in scale or scope to the Dewatering Facility project.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(iv) QA and QC reviewers, inspectors, and testing technicians for design and construction must be qualified for the duties they must perform; must possess the appropriate education or experience commensurate with the job responsibilities; and must possess the necessary certifications required for assignments.
(b) Persons performing Quality Control and/or Quality Assurance functions shall be at an organizational level that reports directly to upper level management of the Design-Build firm to assure independence from the influences of the Project production staff.
(c) All key personnel performing Quality Control and/or Quality Assurance functions shall be designated as such and shall not be assigned to perform any conflicting duties.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
ATTACHMENT 6A
APPLICABLE CITY STANDARD DIVISION 01 SPECIFICATIONS
(as modified for the Dewatering Project)
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
(This Page Intentionally Left Blank)
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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Santa Clara Regional Wastewater Facility Applicable City Standard Division 01 Specifications 3643403.6 042907 CTR
ATTACHMENT 6A
APPLICABLE CITY STANDARD DIVISION 01 SPECIFICATIONS
(as modified for the Dewatering Project)
The Division 01 specifications included in this attachment were based on the City of San Jose’s Standard Division 01 specifications dated March, 2020 and modified for the Dewatering Project. Only those Division 01 specification sections included in this Attachment and in Attachment 4A to Appendix 4 (Technical Specifications), Attachment 5A to Appendix 5 (General Design-Build Work Requirements), Attachment 7A to Appendix 7 (Design-Build Work Review Procedures) and Attachment 9A to Appendix 9 (Commissioning and Acceptance) are incorporated as requirements for the Dewatering Project. For clarity, agreed-to modifications are shown in strike and underline. 01 45 00 Quality Control
[ATTACHED]
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT QUALITY CONTROL
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 45 00 - 1
SECTION 01 45 00
QUALITY CONTROL
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes: Quality control requirements and procedures for products and workmanship and includes the following:
1. Testing of equipment
2. Procedures and limitations of inspection
B. Related Sections: NOT USED
1. Section 4-1.01 of the July 1992 City of San Jose Standard Specifications
1. Section 6-3 of the July 1992 City of San Jose Standard Specifications C. Definitions: The following definitions are used throughout this specification section:
1. CONTRACTOR : The Design Builder for the Dewatering Project
2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project
2.3. CITY: The City of San Jose, its staff, and representative
1.02 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. E 329 – Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection
2. D 3740 – Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction B. California Building Code; Chapter 17- Structural Tests and Special Inspections
1.03 PRODUCTS AND WORKMANSHIP
A. Provide new products of specified quality, and equal to accepted samples when samples were submitted.
B. Perform and complete work in a thorough manner.
1. Call ENGINEERCITY’s and ENGINEER’s attention to apparent errors, conflicts, discrepancies, or omissions in the Amended and Restated Design-Build Contract Documents and request instructions before proceeding with the Work.
2. ENGI or CITY ENGINEER will issue written clarification or interpretation of requirements of the Amended and Restated Design-Build Contract Documents, depending on the issue identified.
C. When specified, products will be tested and inspected either at point of origin or at Work site.
1. Notify ENGINEER CITY in writing well in advance of when products will be ready for testing and inspection at point of origin.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT QUALITY CONTROL
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 45 00 - 2
2. Do not construe that satisfactory tests and inspections at point of origin is final acceptance of products. Satisfactory tests or inspections at point of origin do not preclude retesting or re-inspection at Work site.
D. Do not ship products that require testing and inspection at point of origin prior to testing and inspection.
1.04 INSPECTION
A. Material and equipment, and workmanship shall be subject to inspection and rejection when not in conformance with Amended and Restated Design-Build Contract.
Documents.
B. Remove defective work and products from Work site, whether in place or not, and replace or renew with work, material or equipment in conformance with the requirements of the Amended and Restated Design-Build Contract. Documents.
C. Questions concerning acceptability of materials, classification or materials, and execution of the Work that do not involve substitutions will be decided by ENGINEER.
ENGINEERCITY.
D. Facilitate inspection by maintaining proper facilities and providing safe access to the Work, to shops where products are in preparation, and to warehouses and storage yards where products are stored.
E. ENGINEER’s CITY’s observation of Work that will be covered up:
1. When directed to allow observation of work before it is covered up, provide timely notification of work readiness and allow ENGINEER CITY reasonable time to observe such work before covering it up.
2. Uncover, at CONTRACTOR’s cost, work covered up for which ENGINEER CITY was not given timely notification or reasonable time to conduct observations.
3. ENGINEER CITY may specify time requirements for timely notification and for performing observations.
F. Inspections may extend to entire or part of the Work and to preparation, fabrication, and manufacture of products for the Work.
G. The presence or absence of a quality assurance inspector does not relieve CONTRACTOR from any Contract requirement.
H. CITY’s Representative or Inspector will not:
1. Alter or waive provisions of the Amended and Restated Design-Build Contract Documents.
2. Inspect CONTRACTOR’s means, methods, techniques, sequences, or procedures for construction.
3. Accept portions of the Work, issue instructions contrary to intent of Amended and Restated Design-Build Contract Documents, or act as foreman for CONTRACTOR.
4. Supervise, control, or direct CONTRACTOR’s safety precautions or programs; whether CONTRACTOR’s employees or others.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT QUALITY CONTROL
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 45 00 - 3
I. CITY’s Representative or Inspector will:
1. Conduct on-site observations of the Work in progress to assist ENGINEER CITY in determining when the Work is, in general, proceeding in accordance with the Amended and Restated Design-Build Contract Documents. This shall not alleviate CONTRACTOR of its obligations for Quality Assurance, Quality Control and inspections under the Design-Build Contract.
2. Report to ENGINEER CITY CONTRACTOR whenever Inspector believes that Work is faulty, defective, does not conform to requirements of the Amended and Restated Design-Build Contract Documents, or has been damaged; or whenever there is defective material or equipment; or whenever Inspector believes the Work should be uncovered for observation or requires special testing.
1.05 SPECIAL INSPECTION
A. All building and structural projects must follow and comply to the 2016 California Building Codes, Chapter 17, Special Inspection requirements.
B. Special inspections and testing shall be performed in accordance with the approved plans and specifications, and CBC sections 1704, 1705, 1706, 1707, and 1708.
C. Special inspections and testing shall be performed by one or more of the Recognized Special Inspection and Testing Agencies listed in the City of San Jose Special Inspection List. The current list can be found at
http://www.sanjoseca.gov/documentcenter/view/19243.
D. The CITY’s Statement of Special Inspection Form shall be completed by the Registered Design Professional in Responsible Charge and submitted to the City of San Jose for review and approval. All structural elements require special inspections and tests shall be specified and submitted with the Statement of Special Inspection Form.
E. All Interim Reports shall be submitted to the City of San Jose and the Registered Design Professional in Responsible Charge ENGINEER in accordance with CBC Section 1704.1.2.
F. A Final Report of Special Inspections signed by the responsible ENGINEER engineer of the special inspection agency documenting required special inspections, testing and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy (CBC Section 1704.1.2). The Final Report shall document the following:
1. Required special inspections performed
2. Correction of discrepancies noted in inspections
A copy of the Final Report shall be maintained at the job site for CITY’s Inspector’s review prior to final inspections.
G. The CITY CONTRACTOR will retain and directly pay for the Special Inspections as required in CBC Section 1704.1
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT QUALITY CONTROL
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 45 00 - 4
1.06 SAMPLING AND TESTING
A. General
1. Prior to delivery and incorporation in the Work, submit to ENGINEER listing of sources of materials, when specified in Sections where materials are specified.
2. When specified in Sections where products are specified:
a. Submit sufficient quantities of representative samples of character and quality required of materials to be used in the Work to ENGINEER for testing or examination.
b. Test materials in accordance with standards of national technical organizations.
B. Sampling
1. Furnish specimens of materials when requested within the specifications.
2. Do not use materials which are required to be tested until testing indicates satisfactory compliance with specified requirements.
3. Specimens of materials will be taken for testing whenever necessary to determine quality of material.
4. Assist ENGINEER CITY in preparation of CITY test specimens at site of Work, such as soil samples and concrete test cylinders where CITY asks to conduct duplicative testing.
C. Test Standards
1. Perform sampling, specimen preparation, and testing of materials in accordance with specified standards, and when no standard is specified, in accordance with standard of nationally recognized technical organization.
2. Physical characteristics of materials not particularly specified shall conform to standards published by ASTM, where applicable.
1.07 TESTING LABORATORY SERVICES
A. Qualification of Laboratory
1. Meets “Recommended Requirements for Independent Laboratory Qualification”, published by American Council for Independent Laboratories.
2. Meets requirements of ASTM E 329.
3. Has authorization to operate in the State of California.
4. Will submit copy of report of inspection of facilities made by Materials Reference Laboratory during most recent tour of inspection, with memorandum of remedies of deficiencies reported by inspection.
5. Has testing equipment calibrated at reasonable intervals by devices of accuracy traceable or accepted values of natural physical constants.
B. Laboratory Duties
1. Cooperate with ENGINEER CITY and CONTRACTOR.
2. Provide qualified personnel.
3. Notify ENGINEER CITY and CONTRACTOR, in writing, of response time needed to schedule testing or inspections after receipt of notice.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT QUALITY CONTROL
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 45 00 - 5
4. Perform specified inspections, sampling, and testing of materials and methods of construction in accordance with specified standards to ascertain compliance of materials with requirements of the Amended and Restated Design-Build Contract Documents.
5. Promptly notify ENGINEER CITY and CONTRACTOR of observed irregularities or deficiencies of construction by telephone or email followed by a written letter. Upon receipt of such notice, CONTRACTOR shall promptly submit to CITY via EADOCs.
6. Promptly submit written report of each test and inspection; one copy each to ENGINEER, CITY, CONTRACTOR.. CONTRACTOR shall promptly submit to CITY via EADOCs., and one copy to file of Project Record Documents. Each report shall include:
a. Sequential number
b. Date issued
c. Project title and number
d. Testing laboratory name, address and telephone number e. Name and signature of laboratory inspector
f. Date and time of sampling or inspection
g. Record of temperature and weather conditions
h. Date and time of test
i. Identification of product and specification section
j. Location of sample or test in Pproject
k. Type of inspection or test
l. Results of tests and compliance with requirements of the Amended and Restated Design-Build Contract Documents
m. Interpretation of test results, when requested by ENGINEERCONTRACTOR or CITY
7. Store samples for a period of one (1) year after testing C. Limitations of Authority of Testing Laboratory: Laboratory is not authorized to:
1. Release, revoke, alter or enlarge on requirements of the Amended and Restated Design-Build Contract Documents.
2. Approve or accept portion of Work.
3. Perform duties of CONTRACTOR.
1.08 CONTRACTOR’S RESPONSIBILITIES
A. Cooperate with laboratory personnel and provide access to construction and manufacturing operations.
B. Secure and deliver to laboratory adequate quantities of representative samples of materials proposed to be used and which require testing.
C. Provide to laboratory preliminary mix design proposed to be used for concrete, and other materials mixes which require control by testing laboratory.
D. Furnish copies of product test reports.
E. Furnish incidental labor and facilities:
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT QUALITY CONTROL
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 45 00 - 6
1. To provide access to construction to be tested
2. To obtain and handle samples at Work site or at source of product to be tested.
3. To facilitate inspections and tests
4. For storage and curing of test samples
F. Notify laboratory in advance of when observations, inspections, and testing is needed for laboratory to schedule and perform in accordance with their notice of response time.
G. CONTRACTOR shall pay for all quality control testing other than the Special Inspections as required in CBC Section 1704.1.
H. Correct defective work at CONTRACTOR'S expenseper the Design-Build Contract.
1.09 ELECTRICIAN CERTIFICATION REQUIREMENTS
A. In accordance with California Labor Code Section 3099.2., the CONTRACTOR shall use, and/or cause its electrical subcontractor to use, properly certified electricians to perform electrical work.
B. There are a number of exemptions to the “certification” requirement. For example, certification is not required for the following:
1. Persons performing work within the scope of the C-7 contractor’s license (low voltage systems) or the C-45 contractor’s license (electric signs).
2. A registered apprentice performing electrical work as part of an approved apprenticeship program.
3. A nonresidential lighting trainee meeting certain enumerated requirements.
4. The person qualifying for the C-10 electrical contractor license.
5. Persons performing electrical connections under 100 volt-amperes.
6. Electrical work ordinarily and customarily performed by stationary ENGINEERS.engineers.
7. Electrical work in connection with the installation, operation, or maintenance of temporary or portable electrical equipment performed by technicians in the theatrical, motion picture production, television, hotel, exhibition, or trade show industries.
C. Whenever the CITY becomes aware that uncertified electricians are performing electrical work, the ENGINEER CITY will prohibit the Work from proceeding until properly certified electricians are used.
D. The CITY will inspect any electrical work performed by uncertified electricians and – if the Work is incorrect – require the CONTRACTOR to make the necessary corrections using certified electricians at the CONTRACTOR’s sole cost.
Formatted: Not Highlight
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT QUALITY CONTROL
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 45 00 - 7
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
PART 4 ADDITIONAL REQUIREMENTS (NOT USED)
END OF SECTION
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APPENDIX 7
DESIGN-BUILD WORK REVIEW PROCEDURES
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APPENDIX 7
DESIGN-BUILD WORK REVIEW PROCEDURES
7.1 OVERVIEW
7.1.1 Purpose.
The purpose of this Appendix is to set forth the procedures for the City’s review of each aspect of the Design-Build Work to verify that the Dewatering Facility has been designed and constructed in accordance with the Technical Specifications and the terms and conditions of this Amended and Restated Design-Build Contract.
7.1.2 City Standard Specifications
This Appendix references a number of City Standard Division 01 Specifications, as modified for the Dewatering Project (see Attachment 7A (Applicable City Standard Division 01 Specifications)), that shall be applicable to the performance of the Design-Build Work. These specification sections include:
01 33 00 Submittal Procedures
01 33 23 Record Drawings
01 35 25 Web Based Design and Construction Management System 01 60 00 Product Requirements
01 78 23.01 CMMS Submittals
These specifications, as modified for the Dewatering Project, are included in Attachment 7A (Applicable City Standard Division 01 Specifications) to this Appendix.
7.2 DOCUMENTS TO BE SUBMITTED.
7.2.1 City Web-Based Design and Construction Management System The Design-Builder shall submit all submittals and resubmittals to the City using the City’s web-based management system as described in City Specification Section 01 35 25, WebBased Design and Construction Management System, as modified for the Dewatering Project (see Attachment 7A (Applicable City Standard Division 01 Specifications)).
7.2.2 Documents to be Submitted
At a minimum, the documents to be submitted during the Design-Build Period shall include the following:
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(a) Baseline Schedule and any revisions to the Baseline Schedule (b) Monthly Progress Schedule Updates
(c) Short-term look ahead schedules
(d) Intermediate design submittals for review sessions and workshops on various materials, facilities, systems, equipment, and disciplines (these have already been required)
(e) Final Design Documents (issued for construction)
(f) Construction submittals, including temporary facilities submittals (see Section
7.5.2 (Construction Submittal Review) of this Appendix) (g) Design-Build Quality Management Plan
(h) Preconstruction and post-construction photos and videos (i) Health and Safety Plan updates, if any
(j) Transportation and site access analysis (previously submitted by DesignBuilder) (k) Contaminated materials health and safety plan
(l) Contaminated soil management plan
(m) Lead abatement work plan
(n) Water pollution control plan
(o) Project shutdown requests (PSRs)
(p) Maintenance of Operations During Construction Plan and updates (q) Centrifuge Confirmation Testing Plan
(r) Startup and Testing Plan (may be combined with Commissioning and Acceptance Test Plan)
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(s) Commissioning and Acceptance Test Plan
(t) Training Plan
(u) Acceptance Test Report
(v) Operation and Maintenance Manual and vendor manuals (w) CMMS Plan
(x) Standard Operating Procedures (SOPs)
(y) Applications and supporting documents required for Governmental Approvals (z) Record drawings and record specifications and other closeout documents (aa) Other submittals listed in Specification Section 01 33 00, Submittal Procedures, as modified for the Dewatering Project (see Attachment 7A (Applicable City Standard Division 01 Specifications))
In addition, other submittals may be required by individual Appendices and other Applicable City Standard Division 01 Specifications. All documents shall be submitted in accordance with the Document Submittal Procedures (prepared pursuant to Preliminary Services Task #1, as described in Appendix 2 (Preliminary Services), and updated as provided in Section 7.5.2 (Construction Submittal Review) of this Appendix) and City Standard Specification 01 33 00, as modified for the Dewatering Project (see Attachment 7A (Applicable City Standard Division 01 Specifications)).
7.2.3 Design-Construction Work Package Information.
The Design-Builder shall have flexibility with how it organizes and performs designconstruction work packages so that it can proceed with ordering any necessary equipment or commence with any necessary construction activities such as civil-site work prior to the 100% design; provided, however, such construction or ordering of equipment prior to the 100% design shall not negatively affect the remaining Design-Build Work, the Design-Build Price or the Design-Build Schedule. The Design-Builder shall provide the following information in the appropriate design-construction work package in accordance with the Document Submittal Procedures:
(a) Specifications, Design Narratives and Lists:
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(1) Project design criteria
(2) Specifications list
(3) Process systems piping line list
(4) Process system valve list
(5) Electrical loads list
(6) Major equipment list (process, mechanical, electrical, instrumentation and control, support systems, other)
(7) Proprietary technology/equipment list
(8) Specifications for major equipment
(9) Narrative description of the following systems: controls, remote monitoring and operating capability, voice and data communications and security
(10) Specifications (general requirements, civil, structural, architectural, equipment, specialties, mechanical, and electrical and instrumentation and controls sections)
(b) Drawings, in both three-dimensional electronic and standard design formats:
(1) Cover sheet
(2) Drawing index
(3) Process flow diagram for all primary and secondary processes (4) Layout of the Dewatering Facility Site
(5) Major outside piping layout
(6) Layout of operations building
(7) Dewatering Facility Site master planning layouts
(8) Landscape inventory plan
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(9) Landscape and irrigation plans
(10) Dewatering Facility Site grading and utility plans, with sections as needed for construction clarity or dimensioning
(11) Surface drainage system and features plans and details (12) Fire protection and security system plans
(13) Dewatering Facility Site sections and details
(14) Process and support facilities general arrangement plans, with sections as needed for construction clarity or dimensioning
(15) Transfer pumping and export pumping system plans, sections and details
(16) DS Storage Tanks; polymer storage, blending and dosing equipment; centrifuge system; dewatered cake storage, conveyance and loadout system
(17) Piping system plans, sections and details
(18) Major building structure foundation plans and sections (19) Major building and structure floor plans
(20) Major building and structure exterior elevations and sections (21) Typical sections through all major wall, roof and floor sections of major buildings and structures
(22) Architectural door, window, finish and hardware schedules and details (23) Architectural renderings
(24) Non-process mechanical systems plans, details and schedules (25) Electrical site plan & building electrical system plan (26) Electrical one line drawing
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(27) Process and Instrumentation diagrams for all primary and secondary processes
(28) DCS System network drawings
(29) Instrumentation and control system drawings, including loop drawings illustrating the functional elements in the path of the sensor to each control system input/output (ISA S5.4)
7.3 CITY REVIEW DURING GOVERNMENTAL APPROVAL PROCESS
The Design-Builder’s responsibilities for obtaining and maintaining the Governmental Approvals required for construction of the Dewatering Facility are described in Section 6.5 (Permitting Responsibilities and Schedule) of this Amended and Restated Design-Build Contract and APPENDIX 3 (Governmental Approvals). The City shall have the right to review and comment on Design-Builder submittals as provided by Section 6.5 (Permitting Responsibilities and Schedule) of this Amended and Restated Design-Build Contract and this Appendix. Unless otherwise approved by the City in writing, Governmental Approval applications shall not include design specifications or drawings that the City has not previously reviewed. For all Governmental Approval applications, the Design-Builder shall provide draft copies of the applications and supporting documents for City review and comment. The City’s review will not diminish the Design-Builder’s responsibility for timely submittals of complete applications for Governmental Approvals. The City may attend Design-Builder meetings with permitting agencies and help arrange for agency reviews and meetings.
7.4 CITY DOCUMENT REVIEW
7.4.1 City Review Responsibilities.
On or before the Construction Commencement Date, the Design-Builder shall submit updated Document Submittal Procedures that address the submittal of the Final Design Documents (the “Final Design Submittal Protocol”). In accordance with the Final Design Submittal Protocol, the City shall review the Design-Builder’s Final Design Documents for compliance and consistency with the final 60% Design, design-construction work package documents for compliance and consistency with the Final Design Documents and both for overall compliance with the requirements of this Amended and Restated Design-Build Contract. The City’s input during finalization of the design documents and preparation and finalization of designconstruction work packages shall be solicited by the Design-Builder on a timely basis so as to provide adequate periods for review by the City, revisions by the Design-Builder and final DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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review by the City without negatively impacting the Design-Build Schedule. The City shall make reasonable efforts to bring staff or representatives with review and decision-making authority to the work sessions as requested and scheduled by the Design-Builder. The DesignBuilder shall provide the City with advance notice of the work sessions and agenda topics to facilitate the City’s scheduling of the appropriate participants for the work sessions. The Design-Builder shall provide the City with Final Design Documents before commencing any construction activity, except as provided in Section 7.2.3 (Design-Construction Work Package Information) of this Appendix. Construction activities shall not vary from the Final Design Documents submitted to the City except where such variations are allowed, subject to the City’s and applicable Governmental Body’s review and approval. Adherence to the Final Design Documents as well as to the Technical Specifications during work completion shall be a factor used by the City in its review and approval of the Design-Builder’s Payment Requests during construction.
7.4.2 Changes to Technical Specifications.
Any change requested by the Design-Builder to the Technical Specifications (regardless of prior oral discussion) must be clearly identified by the Design-Builder in its cover letter that transmits the submittal and must be fully documented with compelling justification of the Design-Builder’s request for a change to the Technical Specifications and the benefits to the City for consenting to such a change. Any such change shall comply with the requirements set forth in Article 6 (Design-Build Work) of this Amended and Restated Design-Build Contract, as applicable. No change to the Technical Specifications shall be made except with the City’s approval pursuant to Section 6.7 (Changes to the Technical Specifications at Design-Builder Request) of this Amended and Restated Design-Build Contract. The Design-Builder shall assume all risks associated with obtaining City approval of any change to the Technical Specifications.
7.4.3 Time for City Review.
The Design-Builder and the City shall periodically review the Document Submittal Procedures, which define key submittals and the target submittal dates, and develop a submittal review schedule for each submittal based on the content and criticality of each submittal. The City shall complete its review of each submittal in a timely manner based on such target submittal dates in order to determine that the Design-Build Work conforms to the Technical Specifications and other Contract Standards.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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7.4.4 Time for Design-Builder Response.
For each submittal, the City shall provide written comments in a tabular summation describing any concerns, problems, or assertions of non-compliance with the applicable Contract Standards. The tabular summation shall be on a form created mutually by the Design-Builder and the City, with provisions on the form for the Design-Builder’s responses. The DesignBuilder shall provide a written response to the City’s comments within 15 Business Days of receipt of the City’s comments, primarily through use of the tabular summary form, including documentation of responses and agreed-upon action items.
7.4.5 Design-Build Progress Meetings.
For the purpose of facilitating a timely review process, the Design-Builder shall schedule design-build progress meetings with the City on a routine basis and at least monthly (unless both parties agree that more frequent meetings are required) throughout the design finalization and design-construction work package development period. Any outstanding review comments not satisfactorily resolved shall be transferred to an issues tracking form by the Design-Builder for subsequent follow-up. The primary purpose of these meetings shall be to discuss overall Design-Builder work progress, the conformance of the design and design-construction work packages to the Technical Specifications, and to address outstanding issues arising from the review and response process. The status and issues of related permitting and early construction activities may also be included as agenda items for each design-build progress meeting. These meetings shall be held in the City’s offices, or another location agreed to by the City. Design-Builder representatives with responsibility for design and construction shall participate in the meeting. Similarly, the City shall be appropriately represented by individuals with knowledge and authority for decision making at the meeting.
7.4.6 Design Submittals During Construction.
It is anticipated that there could be some redesign or design clarifications needed during construction. Additional design work by the Design-Builder shall be subject to the City’s review for compliance and consistency with applicable Technical Specifications. Design changes to a particular Final Design Document performed following the issuance of the Final Design Document for construction shall be issued under a Design Change Notice (DCN) process that accurately tracks and documents changes to the design. No later than 30 days prior to initiation of construction, the Design-Builder shall submit to the City any DCNs issued up to that date. The City shall be provided with copies of all DCNs in a timely manner to allow review, comment, and, where appropriate, approval in the same manner as set forth with respect to the initial design. Design clarifications shall be issued in a timely manner using a DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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similar procedure. If a DCN requires a material change from what was reflected in the applications for Governmental Approvals, the DCN must be approved by the appropriate Governmental Body if required by Applicable Law.
7.4.7 Design Change Authority.
The Design-Builder shall be responsible for providing design changes to the Final Design Documents necessary to complete the Project in accordance with this Amended and Restated Design-Build Contract. All such changes shall be implemented in accordance with the DCN process described above, and in accordance with this Appendix. No DCN shall operate to change the Technical Specifications unless approved by the City in writing. Any DCN which requests a change to the Technical Specifications shall be subject to the City’s rights under subsection 7.4.2 (Changes to Technical Specifications) of this Appendix.
7.5 CITY CONSTRUCTION REVIEWS AND INSPECTION
7.5.1 Construction Review Intent.
The City and its designated representatives, including the Owner’s Advisor, shall have the right, as provided in this Appendix, to periodically to review and inspect construction activities and participate in construction progress meetings as needed to verify compliance with the Contract Standards. In addition, the City shall have the right to monitor the progress of construction work and verify all applications for payment covering all construction work performed during the preceding calendar month in accordance with the procedures set forth in Article 9 (Compensation for Design-Build Work) and, with respect to Cost Reimbursable Work, Error! Reference source not found. (Cost Reimbursable Work Payment and Schedule of Values Requirements). Notwithstanding the City’s review of construction activities, the DesignBuilder shall be fully responsible for means, methods, techniques, sequences, and procedures of construction, as well as safety precautions and programs in the performance of the DesignBuild Work. The City’s review and involvement in construction activities is intended for the informational purposes of the City and to monitor compliance with this Amended and Restated Design-Build Contract. Such activities shall also be a part of the City’s independent quality assurance process and shall not be viewed as an additional layer or integral part of the DesignBuild Quality Management Plan.
7.5.2 Construction Submittal Review.
The Design-Builder has submitted updated Document Submittal Procedures that address the submittal of construction submittals (the “Construction Submittal Protocol”) to the City. The Construction Submittal Protocol provides for concurrent City and Engineer-of-Record review, DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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has been prepared in consultation with the City, and specifically identifies any construction submittals that the City deems as being “semi-critical” and “critical” submittals and, therefore, subject to the applicable restrictions set forth in this Section. Attachment 7B (Semi-Critical and Critical Construction Submittals) to this Appendix includes a list of the City’s semi-critical and critical submittals. During the performance of Construction, the Design-Builder shall submit construction submittals to the City in accordance with the Construction Submittal Protocol and identify whether any such submittal is a semi-critical or critical submittal under the Construction Submittal Protocol. In accordance with the Construction Submittal Protocol, the City shall review the Design-Builder’s construction submittals for compliance and consistency with the Final Design Documents and for overall compliance with the Contract Standards.
The Design-Builder and the City shall periodically review the Construction Submittal Protocol, which defines key construction submittals and the target submittal dates, and develop a submittal review schedule for each construction submittal based on the content and criticality of each submittal. The City shall complete its review of each construction submittal in a timely manner based on such target submittal dates, not to exceed 7 Business Days for any construction submittal deemed to be semi-critical and 10 Business Days for any construction submittal deemed to be critical under the Construction Submittal Protocol and Attachment 7B (Semi-Critical and Critical Construction Submittals) to this Appendix, in order to determine that the Design-Build Work is consistent with the Final Design Documents and for overall compliance with the Contract Standards. The Design-Builder shall not proceed with the performance of additional Design-Build Work that is the subject of any construction submittal deemed to be semi-critical under the Construction Submittal Protocol and Attachment 7B (Semi-Critical and Critical Construction Submittals) to this Appendix prior to the expiration of the City’s review period; provided that the Design-Builder may proceed with such Design-Build Work prior to resolution of any City comments to semi-critical construction submittals in the event the City’s comments do not relate to compliance with the Final Design Documents or Contract Standards. Notwithstanding any City review period set forth in the Construction Submittal Protocol and the maximum 10 Business Day City review period specified in this Section, the Design-Builder shall not proceed with the performance of additional Design-Build Work that is the subject of any construction submittal deemed to be critical under the Construction Submittal Protocol and Attachment 7B (Semi-Critical and Critical Construction Submittals) to this Appendix prior to receipt of approval to perform such Design-Build Work from the City. In the event the critical construction submittal demonstrates that the DesignBuild Work is consistent with the Final Design Documents and the Contract Standards, any delay caused by the City’s review and approval beyond the maximum 10 Business Day review DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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period for the City specified in this Section shall be treated as having been caused by an Uncontrollable Circumstance and the Design-Builder may be entitled to a delay in the Scheduled Acceptance Date and any costs incurred with respect to such delay shall be costs for the account of the City in accordance with Article 15 (Uncontrollable Circumstances) of this Amended and Restated Design-Build Contract.
7.5.3 “Or Equals”.
Whenever an item of material or equipment is specified in the Technical Specifications by using the name of a proprietary item or the name of a particular supplier, and is followed by the words “or equal”, material or equipment of other suppliers may be considered in accordance with the “or equal” provisions of City Specification 01 60 00, Product Requirements, as modified for the Dewatering Project (see Attachment 7A (Applicable City Standard Division 01 Specifications). The City shall determine, acting reasonably, the acceptability of proposed “or equal” items associated with the Design-Build Work. The Design-Builder shall allocate adequate time in the Document Submittal Procedures for the City to review and approve all “or equal” items for the Design-Build Work. Any delays resulting from submittal of “or equal” items later than as set forth in the Document Submittal Procedures shall be the responsibility of the Design-Builder. The Design-Builder’s design personnel shall be permitted to review proposed “or equal” suppliers for the balance of the Design-Build Work.
7.5.4 Named Suppliers.
Whenever an item of material or equipment is specified in the Technical Specifications by using the name of a proprietary item or the name of a particular supplier, and is not followed by the words “or equal”, the Design-Builder shall provide the named material or equipment. The Design-Builder has identified Flottweg as the top-ranked centrifuge manufacturer and has identified Andritz as the second ranked centrifuge manufacturer. The Design-Builder shall notify the City if it intends to select the second ranked manufacturer.
7.5.5 Functionally Equal.
If, in the City’s reasonable discretion, an item of material or equipment proposed by the Design-Builder for the Design-Build Work is functionally equal to that named, it may be considered by the City as an “or equal” item. A proposed item of material or equipment shall be considered functionally equal to an item so named if:
(a) the City determines that:
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 7
Dewatering Facility at the San Jose- Design-Build Work Review Santa Clara Regional Wastewater Facility Procedures
A7-12
3643403.6 042907 CTR
(1) it is at least equal in quality, durability, appearance, strength, and design characteristics; and
(2) it shall reliably perform at least equally well the function imposed by the design concept of the completed Dewatering Facility as a functioning whole; and
(b) the Design-Builder certifies that it shall conform substantially, even with deviations, to the detailed requirements of the item named in this Amended and Restated Design-Build Contract.
7.5.6 Corrections and Changes.
The procedures to be followed for correction of non-conforming Design-Build Work and for instituting changes and additions to such work are set forth in Article 6 (Design-Build Work) of this Amended and Restated Design-Build Contract.
7.6 RECORD DRAWINGS AND RECORD SPECIFICATIONS
At the completion of construction, the Design-Builder shall prepare and submit to the City two complete sets of record drawings and record specifications for the Dewatering Facility as built.
The record drawings and record specifications shall be submitted in accordance with the Document Submittal Procedures. The record drawings and record specifications shall be prepared in accordance with the Contract Standards, including the requirements of City Specification 01 33 23, Record Drawings, as modified for the Dewatering Project (see Attachment 7A (Applicable City Standard Division 01 Specifications), and shall include all electrical and control wiring schematics/diagrams. The Design-Builder shall obtain the City’s approval of the record drawings and record specifications as a condition of Final Completion.
The City’s approval of the record drawings and record specifications shall not be unreasonably withheld.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
ATTACHMENT 7A
APPLICABLE CITY STANDARD DIVISION 01 SPECIFICATIONS
(as modified for the Dewatering Project)
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
(This Page Intentionally Left Blank)
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 7
Dewatering Facility at the San Jose- Attachment 7A
Santa Clara Regional Wastewater Facility Applicable City Standard Division 01 Specifications 3643403.6 042907 CTR
ATTACHMENT 7A
APPLICABLE CITY STANDARD DIVISION 01 SPECIFICATIONS
(as modified for the Dewatering Project)
The Division 01 specifications included in this attachment were based on the City of San Jose’s Standard Division 01 specifications dated March, 2020 and modified for the Dewatering Project. Only those Division 01 specification sections included in this Attachment and in Attachment 4A to Appendix 4 (Technical Specifications), Attachment 5A to Appendix 5 (General Design-Build Work Requirements), Attachment 6A to Appendix 6 (Design-Build Quality Assurance and Quality Control Requirements) and Attachment 9A to Appendix 9 (Commissioning and Acceptance) are incorporated as requirements for the Dewatering Project. For clarity, agreed-to modifications are shown in strike and underline.
Div 01 Section 01 33 00 Submittal Procedures
Div 01 Section 01 33 23 Record Drawings
Div 01 Section 01 35 25 Web-Based Design and Construction Management System
Div 01 Section 01 60 00 Product Requirements
Div 01 Section 01 78 23.01 CMMS Submittals
[ATTACHED]
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES SUBMITTAL PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 00 - 1
SECTION 01 33 00
SUBMITTAL PROCEDURES
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes: Requirements and procedures for submitting Shop Drawings, Product Data, Samples, other submittals relating to products, and as specified in individual sections.
B. Related Sections: NOT USED
1. Section 01 14 00 – Work Sequence and Restrictions
2. Section 01 31 19 – Project Meetings
3. Section 01 32 16 – Progress Schedules and Reports
4. Section 01 32 33 - Photographs
5. Section 01 35 23 – Plant Safety Requirements
6. Section 01 35 25 – Web Based Design and Construction Management System
7. Section 01 35 43 – Environmental Procedures
a. Section 01 35 43.01 - Air Quality and Greenhouse Gas Emissions Measures b. Section 01 35 43.02 - Traffic and Transportation Mitigation c. Section 01 35 43.03 - Cultural and Historic Resources Mitigation d. Section 01 35 43.04 - Biological Resources Mitigation e. Section 01 35 43.05 - Hazards and Hazardous Materials Mitigation f. Section 01 35 43.13 - Hazardous Material Procedures
8. Section 01 35 53 – Site Security Requirements
9. Section 01 60 00 – Product Requirements
10. Section 01 78 23 – Operation and Maintenance Data
11.1. Section 01 91 14 – Testing, Training, and Facility Start Up C. Approved Equal and Substitutions shall be as defined and managed pursuant to Section 01 60 00 requirements.
1.02 DEFINITIONS
A. Manufacturer’s Instructions: Instructions, stipulations, directions, and recommendations that are issued in printed form by the manufacturer of a product addressing handling, installation, erection, and application of the product.
B. Shop Drawings: Drawings, diagrams, schedules, and other data specially prepared for the Work to illustrate some portion of the Work.
C. Product Data: Illustrations, standard schedules, performance charts, brochures, diagrams, and other information to illustrate materials or equipment for some portion of the Work. Product Data will also include engineering calculations and related information, where specified.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES SUBMITTAL PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 00 - 2
D. Samples: Physical examples which illustrate materials, equipment, or workmanship and establish standards by which the Work will be judged.
E. Special Samples: Physical examples which illustrate materials, equipment, or workmanship and establish standards by which the Work will be judged and will be incorporated in the Work.
F. Semi-Critical Submittals: The term “semi-critical submittal” has the meaning specified in Appendix 7 of the Amended and Restated Design-Build Contract G. Critical Submittals; The term “-critical submittal” has the meaning specified in Appendix 7 of the Amended and Restated Design-Build Contract
H. Other Submittals: All submittals which are not identified as semi-critical or critical. The CITY has the right to review all other submittals but the CONTRACTOR may proceed without CITY review.
I. Preliminary Schedule of Submittals: As part of the Construction Submittals Protocol, the Contractor shall provide Contractor’s preliminary list of submittals. Contractors preliminary list of submittals, shall includeing applicable specification sections or applicable reference to the Amended and Restated Design-Build Contract front-end and appendices, proposed grouping or packaging of individual submittal documents, reviewing party(ies), anticipated dates of submission to CITY and ENGINEER, review times, and identification of whether the submittal is a semi-critical or critical submittal.
J. Master Submittal Registry – Updated Schedule of Submittals, revised to incorporate additional submittals that CONTRACTOR or ENGINEER requires of subcontractors and updated to show submittals status.
K. Submittal Package – Documentation packaged into a single PDF file, pertaining to one or more specified requirements (submittals) including Transmittal of Contractor’s Submittal Form, specification markups, or an itemized statement indicating: 1) all submittals transmitted within the PDF file, 2) page location of submittals transmitted, 3) omissions, exceptions and / or deviations from the requirements of the Amended and Restated Design-Build Contract, and 4) changes made between revisions.
L. Submittals: Documents required to be submitted by the Amended and Restated DesignBuild Contract, including appendices and specifications attached to those appendices as well as technical plans and specifications. That convey information about systems, equipment, materials, products and administrative matters.
M. Deferred Submittals: Deferred Submittals: Information in accordance with 2016 California Building Code (CBC), submitted for portions of design that were not provided to the Authority Having Jurisdiction at the time of permit application and that require finalization of design, documentation of life safety equipment and systems, and other submittals for permanent construction requiring preparation of Subcontractor’s registered design professional. Deferred submittals to the Authority Having Jurisdiction include ENGINEER’s review documentation that the submittal has been found to be in conformance with required codes and Project’s design criteria. Deferred submittals are for documentation or approval by the Authority with Jurisdiction prior to installation of that portion of the WORK.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES SUBMITTAL PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 00 - 3
N. CONTRACTOR : The Design Builder for the Dewatering Project O. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project
E.P.CITY: The City of San Jose, its staff, and representatives
1.03 PROCEDURES
A. Within fifteen thirty (3015) calendar days after the Design-Build Notice To to Proceed, the CONTRACTOR shall submit a preliminary Schedule of Submittals listing the information set forth in the definition in Section 1.02.A of this specification. which will list each required submittal and the proposed times for submitting, reviewing, and processing each submittal.The preliminary Schedule of Submittals shall be revised to incorporate submittals to be developed by subcontractors and suppliers and shall be used by CONTRACTOR as a Master Submittal Registry for scheduling and tracking work. The Preliminary Schedule of Submittals and Master Submittal Registry shall be submitted electronically in MS Excel file format.
B. Within fifteen (15) calendar days after the Notice to Proceed, the CONTRACTOR shall submit a preliminary Project Schedule for the project. Not Used C. Within thirty (30) calendar days after award of Contract Design-Build Notice to Proceed, the CONTRACTOR shall submit all submittals required to starting the Pproject. The submittals should include but are not limited to the following items:
0. Initial Project Shutdown Request forms (if required for initial construction work) 01 14 00
0. Project Baseline Schedule 01 32 16
0. Pre-Construction Photos 01 32 33
0. Injury and Illness Prevention or Safety Work Plan 01 35 23
0. Water Pollution Control Plan 01 57 23
I.C. The CONTRACTOR is responsible for furnishing the remaining submittals identified in the Schedule of Submittals / Master Submittal Registry in sufficient time for review and approval actions, consistent with the durations agreed to in the Amended and Restated Design-Build Contract, including resubmittals, without delaying the Pproject.
CONTRACTOR shall have all submittals reviewed and approved by the ENGINEER prior to initiating work related to the submittal.
J.D.CONTRACTOR shall be responsible for coordinating each submittal with fabrication, purchasing, testing, delivery other submittals and related activities that require sequential activity
K.E. Not used. No extension of Contract Time will be authorized due to a failure to transmit submittals sufficiently in advance of the Work to permit processing Not Used L.F.Deliver submittals to ENGINEER CITY at address to be designated by ENGINEER, unless another mutually agreeable place is designated.electronically (except for Final O&M Manual) via the CITY’s designated Records Management Software (EADOCs) unless directed otherwise.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES SUBMITTAL PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 00 - 4
M.G. Each submittal shall include, as Page 1, a CONTRACTOR’s Submittal Summary Form with the following information:
1. Sequential submittal number
2. Submittal date
3. Project and CONTRACTOR
4. Subcontractor and major supplier, when appropriate
5. Reference submittal to Amended and Restated Design-Build Contract Documents by Drawing, detail and/or Specification section numbers, Contract Article and Section, or Contract Appendix and Section, as appropriate
6. Variations from Contract Documents when variations are included in submittal
7. When applicable, follow Section 01 60 00– Product Requirements to request for material substitution.
H. Submittals will be provided by CONTRACTOR and managed by ENGINEER through the CITY’s prescribed web-based Design and Construction Management System per Section 01 35 25. a web based system of the ENGINEER’s choice.
I. Unless otherwise directed, multiple submittals may be packaged under a single Transmittal of Contractor’s Submittal Form if the following conditions are met:
1. Submittals are required by the same section of the Amended and Restated DesignBuild Contract or by the same specification section.
8.2. Submittals are clearly separated, marked or delineated.
N.J.Not UsedSubmit five (5) sets of submittals printed using a laser printer if requested by ENGINEER. Each set of submittals shall be bound in one or more three-ring binder and include numbered index tabs separating each submittal.
K. Submittal Numbering and Naming Submittals and subsequent resubmittals shall be in the following format: “XXX.YY” where XXX is the sequential number and YY is the resubmittal number.
1. Number and Name submittals as follows (A)-(B)-(C) Title, where a. (A) equals and eight-digit number that represents the Specification Section Number. For Specification sections with only six digits, include two trailing zeros.
For submittals required by the front-end of the Amended and Restated and Design-Build Contract or Contract Appendices, use ARC or other approved designation.
b. (B) equals sequential number auto-generated for the submittal package by the EADOCs system.
c. (C) equals revisions that will be numbered automatically by the EADOCs system d. “Title” equals a descriptive submittal title
L. Submittal Formatting: Submittal Formatting:
1. Submit documents in Portable Document Format (PDF) file type format, unless specified or requested otherwise, with the following properties:
a. Document resolution sufficient to print legibly on 8.5-inch by 11-inch, 11-inch by 17-inch, or 22-inch by 34-inch standard copy, as applicable. b. Written table of contents and PDF bookmarking to major sections of the document if greater than 20 pages in length.
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CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES SUBMITTAL PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 00 - 5
c. Open to page 1 of the PDF document in “Fit to Page” view. d. Open to page 1 of the PDF document with the Bookmarks Panel visible and in “Fit to Page” view if greater than 20 pages in length.
2. Clearly indicate, by highlight, markup, or notation, each of the following:
a. Include page(s) from specification. Highlight or note what the submittal represents..
b. Specified data, options, deviations, and/or exceptions submitted, c. Corrections and/or changes made for each resubmittal. d. Information that does not apply and is not for ENGINEER’s or CITY’s review.
Excise or cross out non-applicable information and clearly mark applicable information with citations to and terminology consistent with Contract Documents. On catalog cuts, mark the items to be used.
1.3. Provide authorization to reproduce and distribute each submittal as many times as necessary for Project documentation
O.M. Not Used Provide or furnish products and execute the Work in accordance with accepted submittals, unless in conflict with Contract Documents.
N. Not Used.When minor deviations from Contract Documents are accepted, modify Contract Documents in accordance with the Conditions of the Contract.
O. Resubmittals
1. Complete a new Section 01 33 00, Supplement 1, Transmittal of Contractor’s Submittal Form and include as page 1 of each transmitted resubmittal.
2. Resubmittals shall replace the previous submittal in its entirety.
3. Information that has been altered, added, or removed from the previous submittal shall be clearly noted on the Section 01 33 00, Supplement 1, Transmittal of Contractor’s Submittal Form and called out within the submittal document.
4. Failure to clearly identify altered, added, or removed information may result in rejection of submitted information.
1.5. 1.04 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES
A. Submit Shop Drawings, Product Data, Samples and other pertinent information in sufficient detail to show compliance with specified requirements.
B. Check, verify, and revise submittals as necessary to bring them into conformance with Contract Documents and actual field conditions.
1. Determine and verify quantities, dimensions, specified design and performance criteria, materials, catalog numbers and similar data.
2. Coordinate submittal with other submittals and with the requirements of the Contract Documents.
3. Excise or cross out non-applicable information and clearly mark applicable information with citations to and terminology consistent with Contract Documents.
On catalog cuts, mark the items to be used.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES SUBMITTAL PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 00 - 6
C. After completion of checking, verification, and revising; stamp, sign and date submittals indicating review and approval; and submit to ENGINEERCITY.
1. Stamp and signature indicates CONTRACTOR has satisfied shop drawing review responsibilities and constitutes CONTRACTOR’s written approval of shop drawing.
2. Shop drawings without CONTRACTOR’s written approval will be returned for resubmission.
D. Submittal Drawings: Submit five (5) copies prepared in AutoCad 2017 or another format acceptable to ENGINEER. One (1) will be returned with reviewer’s comments and stamp.
E. Product Data and Manufacturer’s Instructions: Submit six (6) copies prepared in Microsoft Word. One (1) copy will be returned with reviewer’s comments and stamp.
F. Samples: Submit two (2) samples labeled with reference to applicable Specification Section. Label will be returned with reviewer’s selection when appropriate, comments, and stamp. Samples will not be returned unless return is requested in writing and additional sample is submitted.
G. Special Samples: Submit one (1) sample labeled with reference to applicable Contract Documents. Sample and one (1) label will be returned for installation in the Work.
H. Assume risk of expense and delays when proceeding with work related to required submittals without review and acceptance.
I. CONTRACTOR to review all shop drawings submitted by Subcontractors for compliance with Contract Documents.
J. CONTRACTOR to distribute additional sets of samples to subcontractors, suppliers, fabricators, installers, etc. as required for the performance of the Work. Must show distribution on transmittal forms.
1.05 ASSET MANAGEMENT DATA
A. Refer to Specification Section 01 78 23.01, CMMS Submittals.
1.06 MANUFACTURER’S INSTRUCTIONS
A. Submit manufacturer’s instructions whenever made available by manufacturers and when installation, erection, or application in accordance with manufacturer’s instructions is required by the Specifications.
B. Submit manufacturer’s instructions prior to installation, erection, or application of equipment and other Pproject components. Submit manufacturer’s instructions in accordance with requirements for Product Data.
1.07 CITY AND ENGINEER’S REVIEW
A. CITY’s ENGINEER’s review of submittals shall not release CONTRACTOR from CONTRACTOR’s responsibility for performance or requirements of Amended and Restated Design-Build Contract Documents. Neither shall CITY’s or ENGINEER’s review release CONTRACTOR from fulfilling purpose of installation nor from CONTRACTOR’s liability to replace defective work.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES SUBMITTAL PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 00 - 7
B. Do not consider submittals as Contract Documents. Purpose of submittals is to demonstrate how CONTRACTOR intends to conform to the design concepts.
C. ENGINEERCITY’’s review of shop drawings, samples, or test procedures will be only for conformance with design concepts and for compliance with information given in the Amended and Restated Design-Build Contract Documents as further defined in Appendix 7 of the Amended and Restated Design-Build Contract. .
1. ENGINEERCITY’s review does not extend to:
a. Accuracy of dimensions, quantities, or performance of equipment and systems designed by CONTRACTOR.
b. CONTRACTOR’s means, methods, techniques, sequences, or procedures except when specified, indicated on the Drawings, or required by Contract Documents. c. Safety precautions or programs related to safety which shall remain the sole responsibility of the CONTRACTOR.
D. Except as may be provided in subsequent specifications, a submittal will be returned by CITY within thirty (30) fourteen (14) calendar days after receipt.
1. Submittals will be reviewed with appropriate comments as indicated below:
a. If the review indicates that the material, equipment or work method complies with the Pproject manual, submittal copies will be marked "NO EXCEPTIONS TAKEN." In this event, the CONTRACTOR may begin to implement the work method or incorporate the material or equipment covered by the submittal. b. If the review indicates limited corrections are required, copies will be marked "MAKE CORRECTIONS NOTED." The CONTRACTOR may begin implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in O&M data, a corrected copy shall be provided. c. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked "AMEND AND RESUBMIT." Except at his own risk, the CONTRACTOR shall not undertake work covered by this submittal until it has been revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED."
d. If the review indicates that the material, equipment, or work method does not comply with the Pproject manual, copies of the submittal will be marked "REJECTED - SEE REMARKS." Submittals with deviations which have not been identified clearly may be rejected. Except at his own risk, the CONTRACTOR shall not undertake the work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED."
e. Product Data submittals for information only:
1) Such information is not subject to submittal review procedures and shall be provided as part of the work under this contract and its acceptability determined under normal inspection procedures.
2) Product data review status will be classified similarly to other submittals.
0. When a submittal cannot be returned within that period, ENGINEER will, within a reasonable time after receipt of the submittal, give notice of the date by which that submittal will be returned.
Formatted: Highlight
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES SUBMITTAL PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 00 - 8
F.E.Submittals returned as “REVISE AND RESUBMIT” contain specific attention in writing to revisions other than the corrections called for by ENGINEER or CITY on previous submittals. Rejected submittals contain remarks relative to further submittal. The resubmittal will be returned within thirty (30) calendar days after receipt.
G.F. ENGINEER CITY will be entitled to rely upon the accuracy or completeness of designs, calculations, or certifications made by licensed professionals accompanying a particular submittal whether or not a stamp or seal is required by Amended and Restated DesignBuild Contract Documents or Laws and Regulations.
H.G. Costs incurred by CITY ENGINEER as a result of additional reviews of a particular submittal after the second time it has been reviewed shall be borne by CONTRACTOR.
Reimbursement to CITY ENGINEER will be made by deducting such costs from CONTRACTOR’s subsequent partial payments.
1.08 MINOR OR INCIDENTAL PRODUCTS AND EQUIPMENT SCHEDULES A. Shop Drawings of minor or incidental fabricated products will not be required, unless requested.
B. Submit tabulated lists of minor or incidental products showing the names of the manufacturers and catalog numbers, with Product Data and Samples as required to determine acceptability.
1.09 SUBMITTALS FOR INFORMATION OR RECORD ONLY
A. Submit five (5) copies of each. None will be returned.
B. Mill Test Reports:
1. Submit five (5) certified copies of factory and mill test reports for record only. No copies will be returned.
2. Do not incorporate Products in the Work which have not passed testing and inspection satisfactorily.
3. CONTRACTOR shall pay for mill and factory tests.
1.10 PROJECT LIST OF SUBMITTALS
A. The List of Submittals below is intended to be comprehensive, but no claim for its completeness is implied, and submittal of each and every item on the list shall not relieve the CONTRACTOR of supplying all information needed, or of complying with any of the other requirements of the Standard Specifications, Standard Details, Project Drawings, and these Special Provisions. A revised list may be issued and items may be added to the list supplied.
B. CONTRACTOR shall incorporate all required submittals in the Baseline Schedule prepared per Section 01 32 16.
C. Preliminary List of Submittals. The following is a preliminary list of submittals required by the Specification Sections. Additional submittals required for the Project are listed in Appendix 7 and elsewhere in the Amended and Restated Design-Build Contract.
CONTRACTOR shall review the Amended and Restated Design-Build Contract in its DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES SUBMITTAL PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 00 - 9
entirety, including Appendices and attachments, to develop a comprehensive Schedule of Submittals / Submittal registry. Other submittals may also be required if hazardous type materials (Specification Sections 01 35 43.14-17), cultural resources (Specification Section 0135 43.03), or sensitive biological resources (Specification Section 01 35
43.04) are encountered at the Project site.
Section No. Section Title Submittal
01 14 00 Work Sequence Plan and Restrictions • MOP submittals • Shutdown Request Form (as required)
01 29 00 Payment Procedures • Schedule of Values
• Application for Payment
• Final Application for Payment
01 31 19 Project Meetings • Meeting Minutes (as applicable) 01 32 16 Progress Schedules and Reports • Preliminary Construction Schedule • Schedule Development Data
• Baseline Project Schedule
• Monthly Progress Schedule Updates
• Three week look ahead construction schedule
01 32 33 Photographs • Pre-Construction Photos and Videos • Construction Photos
• Post-Construction Photos
01 33 00 Submittal Procedures • Submittal Schedule
01 33 23 Record Drawings • Red-lined As-Builts
• Project Record Drawings
01 35 15 Alteration Project Procedures • Alterations Schedule 01 35 23 Plant Safety Requirements (as
applicable)
• Mandatory Safety Program
• Material Safety Data Sheets
• Hot Work Program
• Confined Space Program
• Fall Prevention Program
• Training Certificates or Licenses
• Calculations (as required)
01 35 43.01 Air Quality and GHG Emissions • Log of Emissions Tune Ups • Inventory of On-road Diesel Trucks
01 35 43.02 Traffic and Transportation Mitigation • Traffic Control Plan 01 35 43.05 Hazards and Hazardous Materials • Soil and Groundwater Management Plan 01 35 53 Site Security Requirements • Contractor Identification Badging Form • Contractor Vehicle Hang Tags
• Security Review Form CIP
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES SUBMITTAL PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 00 - 10
Section No. Section Title Submittal
01 45 00 QC Procedures • QC Plan (as part of QA/QC Plan required by Appendix 6 to the Amended and Restated DesignBuild Contract) • Testing Results and Inspection Reports
01 50 00 Temporary Facilities and Controls • Permits and Approvals • Temporary Utility, Construction & Control
Submittals
01 57 23 Temporary Stormwater Pollution Control • Water Pollution Control Plan 01 60 00.00 Product Requirements • Material/Product Substitution Request Information and Form (as required)
01 71 23 Field Engineering • Survey Reference Points
• Project Survey Requirements
01 72 23 Bracing and Anchoring • Related Drawings and Product Submittals (see specification section)
01 73 29 Cutting and Patching • Cutting and Patching Plan 01 77 00 Closeout Procedures • Closeout Documents
• Project Record Documents
• Warranties and Bonds
• Certificate of Final Completion
01 78 23.00 Operation and Maintenance Manual • Materials and Finishes Manuals • O & M Manuals
01 78 23.01 CMMS Closeout Submittals • CMMS Asset Information Spreadsheets • Equipment Tags
• Equipment Summary Form
• Equipment Warranty Summary Form
• Punch List
• Certificate of Final Completion
01 78 43 Spare Parts[NTD: Was this spec sectin
used?}
• Spare Parts
• Special Tools
• List of Required Spare Parts
01 88 14 Seismic Design Criteria • Calculations and reference drawings as required per Technical specifications
01 88 15 Wind design Criteria • Calculations and reference drawings as required per Technical specifications
01 91 14 Testing, Training, & Facility Start-up • Testing, Training and Start-up Plan • Commissioning Plan (Included as part of
Commissioning and Acceptance Test Plan required
b Appendix 9 of the Amended and Restated
Design-Build Contract)
• Certificate of Proper Installation
Div 02 thru Div
46 Technical Specifications • See individual specification sections for required submittals
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES SUBMITTAL PROCEDURES
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 00 - 11
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
PART 3 ADDITIONAL REQUIREMENTS (NOT USED)
PART 4
END OF SECTION ADDITIONAL REQUIREMENTS
END OF SECTION
THIS PAGE INTENTIONALLY LEFT BLANK
Formatted: Font: Bold
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT RECORD DRAWINGS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 23 - 1
SECTION 01 33 23
RECORD DRAWINGS
PART 1 GENERAL
1.01 SUMMARY
A. This section specifies furnishing record drawings to the CITY.
B. Record Drawings shall be prepared in conformance with Section 5-1.04A Record Drawings of the July 1992 City of San Jose Standard Specifications and as specified hereinNOT USED.
C. Record drawings shall refer to those documents maintained and annotated by the CONTRACTOR during construction, and are defined as:
1. A neatly and legibly marked set of contract drawings showing the final location of piping, equipment, electrical conduits, outlet boxes, cables, etc.
2. Record drawings shall reflect all changes and revisions made in the Pproject specification and Pproject drawings during the construction process, and shall reflect the exact dimension, geometry, and location of all elements of the work completed under the contract.
3. Additional documents such as schedules, lists, drawings and electrical and instrumentation diagrams included in the specifications.
4. CONTRACTOR layout and installation drawings.
5. Red Line Drawing is applicable/required for Design Bid Build contracts.
D. Related Sections: NOT USED
1. Section 01 29 00 – Payment Procedures
2. Section 01 33 00 – Submittal Procedures
3. Section 01 77 00 – Closeout Procedures
4. Section 5-1.04A of the July 1992 City of San Jose Standard Specifications E. Definitions: The following definitions are used throughout this specification section:
1. CONTRACTOR : The Design Builder for the Dewatering Project
2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project
3. CITY: The City of San Jose, its staff, and representatives
1.02 SUBMITTALS
A. NOT USED The following information shall be provided in accordance with Section 01 33 00 – Submittal Procedures.
B. The ENGINEER CITY may review the status of record drawings at any time, but specific progress payments (Section 01 29 00) will be tied to production and upkeep of drawings.
The CONTRACTOR shall provide one complete reviewable full-size set of record drawings DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT RECORD DRAWINGS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 23 - 2
to be reviewed at the CONTRACTOR’s premises by the ENGINEER CITY at the following periods:
1. Prior to progress billing: as a percentage of total contract price:
a. 25 percent
b. 50 percent
c. 75 percent
d.a.90 percent
2. At the completion of Work, prior to final payment, CONTRACTOR shall prepare one set of full-sized record drawings (a.k.a. ‘red lines’) reflecting field changes noted by the CONTRACTOR and the ENGINEERCITY. This set of drawings shall be delivered to the ENGINEER CITY ENGINEER for review, verification, and preparation of a final electronic version. Following this review, the final record drawings will be provided to the CITY for final review. use by others to prepare the final electronic version of the Record Drawings for the Project.
1.03 PRODUCTS
1.04 GENERAL
A. Unless otherwise specified, record drawings shall be full size and maintained in a clean, dry, and legible condition.
B. Record drawings and other Project Record Documents shall not be used for construction purposes. Therse shall be a separate set available and up to date for review by the ENGINEER CITY during normal working hours at the CONTRACTOR’s field office.
C. CONTRACTOR shall record actual revisions to the Work and maintain one set two sets (one for the CITY) of the following Project Record Documents on site:
1. Contract Drawings, Specifications, and Addenda
2. Change Orders, Field Orders and other written notices
3. Shop drawings, product data and samples
4. Records of surveying and layout work
5. Project Record Drawings
D. Marking on the record drawings shall be kept current and shall be done at the time the material and equipment are installed. Annotations to these record documents shall be made with an erasable colored pencil conforming to the following color code:
1. Additions: Red
2. Deletions: Red
3. Comments: Red
4. Dimensions: Red
E. All record drawings shall be completed and delivered to the CITYENGINEER prior to final payment for and acceptance of the Work. Maintenance and submittal of updated record drawings shall be a condition of full payment of progress billings.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT RECORD DRAWINGS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 23 - 3
F. All contract process drawings, piping schematics, and diagram drawings shall be corrected to represent the installed orientation of equipment and appurtenances.
1.05 EXECUTION
1.06 RECORDING
A. The CONTRACTOR shall record information concurrently with construction progress. No work shall be concealed until the required information is recorded.
B. CONTRACTOR shall record all revisions on Project Record Documents concurrent with construction progress and store separately from the documents used for construction:
1. ENGINEER shall supply a set of Contract drawings. CONTRACTOR shall mark thereon all revisions as the Work progresses in order to produce a set of as-built drawings.
2. CONTRACTOR shall note any changes made during construction by any of CONTRACTOR’S forces or any Subcontractors.
3. CONTRACTOR shall dimension the locations of buried or concealed work, especially piping and conduit, with reference to exposed structures.
4. CONTRACTOR shall dimension the installed locations of concealed service lines on the site or within the structure by reference from the center line of the service to structure column lines or other main finished faces or other structural points easily identified and located in the finished Work.
A completion certificate shall not be issued until the as-built drawings are completed/submitted/reviewed/accepted by the CITYCity, and the CONTRACTOR has satisfied all requirements for Substantial Completion and Final Completion of the Work.
C. Unless otherwise directed by the ENGINEERCITY or ENGINEER, the following actual construction items shall be recorded on the drawings:
1. Depth of foundation elements in relation to ground elevation.
2. Measured horizontal and vertical locations of underground yard piping, electrical conduit and duct bank, utilities, and appurtenances, referenced to permanent surface improvements.
3. Measured location of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work.
4. Field changes of dimensions and details.
5. Changes made to the Work caused by site conditions, by pre-purchased equipment Vendors, supplemental drawings and instructions, addenda, change orders, the CITY and/or directions of regulatory authorities.
6. Details not shown on the original contract drawings.
7. Type, name and model number of all valves,
D. CONTRACTOR shall remove Professional Engineer seal from all documents.
1.07 DELIVERY TO ENGINEERCITY
A. Record drawings will be used to verify and document progress at the stipulated stages of construction per paragraph 1.02 B. 1 of this Section. Work not included in the record drawings will not be included for payment in those progress payment requests.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT RECORD DRAWINGS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 33 23 - 4
B. The CONTRACTOR, at Pproject closeout or for record information submitted earlier as required by specifications, shall submit a Transmittal of Record Documents, which shall include the following:
1. Project title
2. Date
3. CONTRACTOR’s name and address
4. Title and number of each record document
5. Statement indicating completion of record information for specific areas or; if for Pproject closeout, that the documentation is completed and in compliance with contract requirements.
6. Signature of the CONTRACTOR or the CONTRACTOR’s authorized representative.
1.08 PAYMENTNOT USED
A. Payment for record drawings shall be as outlined above and in Section 01 29 00 – Payment Procedures.
PART 2 ADDITIONAL REQUIREMENTS (NOT USED)
END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT WEB BASED DESIGN AND CONSTRUCTION MANAGEMENT SYSTEM DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 25-1
SECTION 01 35 25
WEB-BASED DESIGN AND CONSTRUCTION MANAGEMENT SYSTEM
PART 1 GENERAL
1.01 SUMMARY
A. This Section describes the basic requirement for the CONTRACTOR to use the CITY’s enterprise web-based Design and Construction Management System (“DCMS” or “the System”) to manage all pProject communications, workflows and document submittals.
A. Definitions: The following definitions are used throughout this specification section:
1. CONTRACTOR : The Design-Builder for the Dewatering Project
2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project
3. CITY: The City of San Jose, its staff, and representatives
1.02 RELATED SECTIONS –NOT USED
A. The following Sections are related to the Work described in this Section. This list of Related Sections is provided for convenience only and is not intended to excuse or otherwise diminish the duty of the CONTRACTOR to see that the completed Work complies accurately with the Contract Documents.
1. Section 01 78 23 Operation and Maintenance Data
1.03 THE SYSTEM
A. The CITY has entered into a multi-year agreement with Bentley Systems Inc. to provide DCMS software to support its CIP Program. This software, known as ‘EADOC’ will be used by the Construction team CONTRACTOR for electronic submittal and receipt of all data and documents throughout the duration of the Amended and Restated Design-Build Contract. The System will provide shared access to current plans and specifications and will enable custom configuration of document sharing between various members of the pProject team. The web-based software is accessible 24/7 to an unlimited number of users. The DCMS will facilitate information sharing and expedite many of the CITY’s existing work flow processes.
B. Use and Operation of the System:
1. The CITY’s CIP Program Administrator is responsible for overall administration of the EADOC system, including Pproject configuration at the organization level, initial training for the Project team (in conjunction with EADOC Support as necessary) and establishment of initial user accounts and settings.
2. The CONTRACTOR shall also designate an Administrator who shall be responsible for further assignment and administration of user accounts for its organization, subcontractors and vendors. Subcontractors and suppliers will be given access to the System through the CONTRACTOR.
3. The CONTRACTOR shall use EADOC for electronic submittal and receipt of all data and documents throughout the duration of the Contract.
Style Definition: Heading 2,SECTION NUMBER AND TITLE
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT WEB BASED DESIGN AND CONSTRUCTION MANAGEMENT SYSTEM DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 35 25-2
4. The System is required for use by all participants in the Pproject including the CITY, the CIP Program Consultant, the construction manager, consulting engineers, CONTRACTOR, and all other users authorized by the CITY.
5. There is no cost to the CONTRACTOR or other authorized users for access to or the use of EADOC.
6. The System will operate on a proprietary system that will be administered by CITY.
The joint use of this System will facilitate electronic exchange of information, automation of key processes, and overall management of the Contract.
7. The System shall be the primary means of Project information submission and management.
8. Paper and electronic copies will be submitted as required by Section 01 78 23 Operations and Maintenance DataManual , or as required by the ENGINEERCITY.
C. Additional Data and System Operating Requirements:
1. Document storage by authorized organizations and individual users is via an internet site.
2. User access to Pproject information (based on permissions) is through a single login.
3. We browser access is compatible with, at a minimum, Internet Explorer 8 and newer and Google Chrome.
4. The ENGINEER CITY will provide more specific information on user protocols as available.
PART 2 NOT USED
PART 3 NOT USED
PART 4 ADDITIONAL REQUIREMENTS
4.01 ADMINISTRATIVE APPROVALS
A. CITY and CONTRACTOR shall develop systems and procedures that allow for construction submittal approvals by ENGINEER and CITY to be clearly distinguished from one another and to track time expended for CITY approvals.
END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT PRODUCT REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 60 00-1
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes: Product requirements, product selection, products schedule, execution, manufacturer’s instructions, and delivery, handling, and storage.
B. Definitions: The following definitions are used throughout this specification section:
1. CONTRACTOR: The Design-Builder for the Dewatering Project
2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer-ofRecord for the Dewatering Project
1.3. CITY: The City of San Jose, its staff, and representatives
1.02 PRODUCT REQUIREMENTS
A. Comply with Specifications and referenced standards as minimum requirements.
B. Provide products by same manufacturer when products are of similar nature, unless otherwise specified.
C. Provide identical products when products are required in quantity.
D. Provide products with interchangeable parts whenever possible.
E. Require each equipment manufacturer to have maintenance facilities meeting the following requirements:
1. Minimum 3 years’ operational experience.
2. Location in continental United States.
3. Equipment and tools capable of making repairs.
4. Staff qualified to make repairs.
5. Inventory of maintenance spare parts.
F. Provide evidence of product compliance pursuant to appropriate specification section, this Section, and Section 01 33 00 – Submittal Procedures.
1.03 PRODUCT SELECTION
A. When products are specified by standard or specification designations of technical societies, organizations, or associations only, provide products which meet or exceed reference standard and Specifications.
B. When products are specified with names of manufacturers but no model numbers or catalog designations, provide:
1. Products by one of named manufacturers which meets or exceeds Specifications
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT PRODUCT REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 60 00-2
2. Accepted or-equals.
C. When products are specified with names of manufacturers and model numbers or catalog designations, provide:
1. Products with model numbers or catalog designations by one of named manufacturers.
2. Accepted or-equals.
D. When products are specified with names of manufacturers, but with brand or trade names, model numbers, or catalog designations by one manufacturer only, provide:
1. Products specified by brand or trade name, model number, or catalog designation.
2. Products by one of named manufacturers proven in accordance with requirements for or-equals to meet or exceed quality, appearance and performance of specified brand or trade name, model number, or catalog designation.
3. Accepted or-equals.
E. When products are specified with only one manufacturer followed by "or-equal," provide:
1. Products meeting or exceeding Specifications by specified manufacturer.
2. Accepted or-equals.
1.04 APPROVED EQUAL AND SUBSTITUTION
A. Specified Item: Material, equipment, product, thing, or service referenced in this the Project Plans and Specifications that has been identified by specific brand, manufacturer, model number, catalog number, or trade name.
B. Equal Items: Items, as referenced in this Project Plans and Specifications are those, which, to the ENGINEER’s knowledge, meet the requirements of the Project Plans and Specifications and are considered equal to the Specified Items.
C. Substitutions: Substitutions are considered changes to the Contract.
D. Submissions for Evaluation:
1. At least 30 days in advance of requesting approval by the CITY, Tthe CONTRACTOR shall submit to the ENGINEER CITYin accordance with Public Contract Code Section 3400, after contract award but no later than thirty five (35) days after the date of Notice to Proceed, proposal(s) for acceptance of a proposed Equal Item for a Specified Item or a Substitution.
At the sole discretion of the ENGINEER, CITY may give written consent to the submission of the proposed Equal Item or Substitution after the expiration of the thirty-five (35) day time limit.
2. The CONTRACTOR shall completely fill out the CITY’s Material/Product Substitution Request Form per Section 01 60 00.01 and submit sufficient data, drawings, samples, literature, calculations, and all other information requested by CITY to demonstrate to the ENGINEER CITY that the proposed DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT PRODUCT REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 60 00-3
Equal Item or Substitution is a suitable replacement for the Specified Item(s). In addition to the complete Substitution Request Form, and information specified above, CONTRACTOR shall provide a table showing equivalency between the Specified Item and the proposed substitution.
3. Failure of the CONTRACTOR to submit the proposed Equal Item or Substitution for review in the manner and time described above shall be sufficient cause for rejection by the CITY ENGINEER of the proposed Equal Item or Substitution.
4. The Bburden of proof as to the submitted items being equal to the Specified Items, or a suitable Substitution, is the responsibility of the CONTRACTOR.
E. Evaluation as Equal:
1. Submission of items which are proposed as substitutions shall be evaluated by the CITY in accordance with the requirements of Appendix 7 to the Amended and Restated Design-Build Contract equal to the Specified Items will be evaluated in accordance with the following provisions:
a. In addition to the complete Substitution Request Form, and information specified above, CONTRACTOR shall provide a table showing equivalency between the Specified Item and the proposed equal item.
2. The ENGINEER’s evaluation of the submitted items proposed as being equal to the Specified Items is based on, but not limited to, the following:
a. Performance.
b. Functionality.
c. Efficiency.
d. Durability.
e. Life cycle costs.
f. Ease and economy of maintenance and operation.
g. Construction and physical characteristics as compared to the Specified Items, or as delineated in the Project Plans and Specifications.
h. Dimensional compatibility with the materials it combined to produce a unified design system.
i. Compatibility with products in use.
j. Impact to Project design, construction schedule, or construction sequencing.
k. All aspects of finished appearance including form, texture, and color, that may affect other design elements.
3. The ENGINEER will be the sole judge in this matter. In the event the ENGINEER rejects the proposal items based on one of the above criteria, the CONTRACTOR shall submit the Specified Items.
. Submission of items which are proposed as substitution of the Specified Items shall be subject to requirements for proposed equal evaluation and the following additional provisions:
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT PRODUCT REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 60 00-4
1. Substitution(s) of Specified Item(s) proposed by the CONTRACTOR may require modifications in the Project design, Project schedule, and/or construction sequencing. The CONTRACTOR shall identify all necessary project modification required for the substitution(s). Necessary project modifications may include, but not be limited to, construction cost (credit), electrical, instrumentation, structural, mechanical, architectural, testing, engineering costs, and other related modifications.
2. The CONTRACTOR is responsible for all costs associated with the substitutions(s) including submittal reviews and any project redesigns and modifications. CONTRACTOR refusal to accept any of these costs shall be just cause for disapproval of the substitution(s).
3. ENGINEER will review and respond in writing to the CONTRACTOR’s proposed substitution within twenty-one (21) days after receipt of all information CITY requires to make a final determination.
4. If the proposed items are accepted, all cost saving shall be credited to the CITY.
1.231.05 QUALITY ASSURANCE
A. Employ entities that meet or exceed specified qualifications, to execute the Work.
B. Inspect conditions before executing subsequent portions of the Work. Accept responsibility for correcting unsatisfactory conditions upon executing subsequent portions of the Work.
C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking.
1.241.06 TOOLS AND SPARE PARTS
A. All special tools and the manufacturer's standard set of spare parts required for the normal operation and maintenance of respective items of equipment shall be furnished with those items of equipment by the manufacturer. This includes special tools, instruments, accessories required for proper "in-plant" adjustment, maintenance, overhaul, and operation. Tools shall be high-grade, smooth, forged, alloy tool steel or other appropriate material required for service conditions.
B. Special tools are considered to be those tools which because of their limited use are not normally available, but which are necessary for the particular equipment, whether identified in the manufacturer's standard manual or not.
C. All spare parts shall be carefully packed in sealed, weather-resistant cartons and all tools packed in metal tool boxes with locking clasps, each labeled with indelible markings, and shall be adequately treated for a long period of storage.
Complete ordering information including manufacturer's name and address, part ordering information including manufacturer, part number, part name, and equipment name and number(s) for which the part is to be used shall be supplied with the required spare parts. The tools and spare parts shall be delivered and stored in a location directed by the ENGINEER CITY per Design-Build Contract. A DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT PRODUCT REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 60 00-5
list of spare parts, respectively, shall be placed in each storage container and a duplicate list included in the operations and maintenance manuals.
D. Additional and specific spare parts and tools for certain equipment provided have been specified in the pertinent Sections of the Stechnical specifications. The CONTRACTOR shall collect and store all spare parts so required in an area to be designated by the ENGINEERCITY. In addition, the CONTRACTOR shall furnish to the CITY and ENGINEER an inventory listing all spare parts, the equipment they are associated with, the name and address of the supplier, and the delivered cost of each item. Copies of the actual invoice for each item shall be furnished with inventory to substantiate the delivery.
E. Special tools and spare parts shall be new and shall not be utilized by the CONTRACTOR.
1.251.07 DELIVERY, HANDLING, AND STORAGE
A. Prepare Products for Shipment by:
1. Applying grease and lubricating oil to bearings and similar items.
2. Separately packing or otherwise suitably protecting bearings. Bearing housings, vents and other types of openings shall be wrapped or otherwise sealed to prevent contamination by grit and dirt.
3. Applying permanently-affixed tagging or marking of products to agree with delivery schedule or Shop Drawings.
4. Including complete packing lists and bills of material with each shipment.
5. Packaging products to facilitate handling and protection against damage during transit, handling, and storage.
B. Transport products by method that avoids product damage. Deliver products in undamaged condition in manufacturer's unopened containers or packaging.
C. Provide accelerometers with shipments of equipment, where specified.
Accelerometers shall be active from the manufacturer to the FACILITY and be inspected in the presence of the ENGINEER upon delivery.
D. Stiffeners shall be used where necessary to maintain shapes and to give rigidity.
Parts of equipment shall be delivered in assembled or subassembled units where possible.
E. Provide equipment and personnel to handle products by methods to prevent soiling or damage.
F. Upon delivery, promptly inspect shipments. Verify compliance with the Amended and Restated Design-Build Contract Documents, correct quantities, and undamaged condition of products. Immediately store and protect products and materials until installed in Work.
G. Equipment or component damage shall be corrected to conform to the requirements of the contract before the assembly is incorporated into the work.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT PRODUCT REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 60 00-6
The CONTRACTOR shall bear the costs arising out of dismantling, inspection, repair and reassembly.
H. Store products with seals and legible labels intact.
I. Store moisture sensitive products in weather tight enclosures.
J. Maintain products within temperature and humidity ranges required or recommended by manufacturer.
K. Connect and operate space heaters during storage when ambient temperatures fall below temperatures recommended by manufacturer.
L. Protect painted surfaces against impact, abrasion, discoloration, and other damage. Repaint damaged painted surfaces.
M. Exterior Storage of Fabricated Products:
1. Place on above ground supports which allow for drainage.
2. Cover products subject to deterioration with impervious sheet covering.
3. Provide ventilation to prevent condensation under covering.
N. Store loose granular materials on solid surfaces in well-drained area Prevent materials mixing with foreign matter.
O. Provide access for inspection.
1.261.08 PROTECTION OF EQUIPMENT AFTER INSTALLATION:
A. After installation, all equipment shall be protected from damage from, including but not limited to, dust, abrasive particles, debris and dirt generated by the placement, chipping, sandblasting, cutting, finishing and grinding of new or existing concrete, terrazzo and metal; and from the fumes, particulate matter, and splatter from welding, brazing and painting of new or existing piping and equipment.
B. As a minimum, vacuum cleaning, blowers with filters, protective shields, and other dust suppression methods will be required at all times to adequately protect all equipment.
C. During concreting, including finishing, all equipment that may be affected by cement dust must be completely covered.
D. During painting operations, all grease fittings and similar openings shall be covered to prevent the entry of paint.
E. Electrical switchgear, unit substation, and motor load centers shall not be installed until after all concrete work and sandblasting in those areas have been completed and accepted and the ventilation systems installed.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT PRODUCT REQUIREMENTS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 60 00-7
1.271.09 MANUFACTURER'S INSTRUCTIONS
A. Deliver, handle, store, install, erect, or apply products in accordance with manufacturer's instructions, the Amended and Restated Design-Build Contract Documents, and industry standards.
B. Periodically inspect to assure products are undamaged and maintained under required conditions.
1.281.10 SUPPLEMENT
A. The supplement listed below, following “End of Section,” is a part of this specification.
1. Material/Product Substitution Request Form.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
PART 4 ADDITIONAL REQUIREMENTS (NOT USED)
END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT CMMS SUBMITTALS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 78 23.01 - 1
SECTION 01 78 23.01
CMMS SUBMITTALS
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes: Requirements and procedures for submitting Data, Product Information and other submittals as it relates to the Computerized Maintenance Management System (CMMS), Asset Management and as specified in this section.
1. A.B. Related Sections: NOT USED
1. Section 01 78 23 – Operation and Maintenance Data
2. Section 01 78 23.02 – Equipment Summary Form
1. Section 01 78 23.03 – Equipment Warranty Summary Form C. Definitions: The following definitions are used throughout this specification section:
1. CONTRACTOR: The Design-Builder for the Dewatering Project
2. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project
3. CITY: The City of San Jose, its staff, and representatives
1.02 BACKGROUND
A. The CITY utilizes CMMS to assist them with the management of their physical assets and associated maintenance processes. Accordingly, business elements and systems (Which are considered “ASSET” as per CITY’s Standard Operating Procedure titled “SOP-AM100- Tagging Convention” ) and their “Physical attributes” need to be captured through the project delivery process for entry into the CITY’s CMMS application. Typical “physical attributes” are required for building plant and equipment, utilities, building systems and other maintainable assets.
B. In addition to those efforts linked directly with the CITY’s CMMS application, the data collection and numbering convention will be as specified in Section 1.04 and will be shared with other entities requiring such information.
1.03 SUBMITTAL PROCEDURES
A. Deliver submittals in accordance with Section 01 33 00 – Submittal Procedures.
B. CONTRACTOR shall submit a complete list of all the equipment to be installed as the first draft of the CMMS submittal. This list shall contain all equipment for which CMMS data is to be provided by the CONTRACTOR and shall be submitted within 60 days of the Notice to Proceed.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT CMMS SUBMITTALS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 78 23.01 - 2
C. All CMMS submittals shall be completed a minimum of 60 days prior to substantial completion.
D. Any performance related data should be submitted no later than 30 days after its measurement and recording in the field. All required submittals concerning elements of the work that are accomplished in the final 60 days prior to sSubstantial Ccompletion shall be submitted within 30 days of that activity or testing being accomplished. Final performance data collected during the Acceptance Test shall be provided prior to Acceptance.
1.04 ASSET DATA COLLECTION / SUBMITTAL
A. The general nature and content of data ( Assets & their physical attributes) to be submitted in tabular form shall comply with CITY’s Standard Operating Procedure titled “SOP-AM100- Tagging Convention”, as following :
1. Maintained Assets: The Pproject participants and the ENGINEERCITY shall identify those items on the drawings and/or in the specifications that require the submittal of CMMS - data. The CITY shall provide CONTRACTOR with a spreadsheet for collecting the CMMS data. CONTRACTOR shall propose any Project-specific modifications to the CITY for CITY approval. Such aAsset data shall include, but not limited to the following:
a. Actuator Electric
b. Actuator Pneumatic
c. Air Conditioning Unit
d. Analyzer
e. Bar Screen
f. Bearing
g. Blower
h. Boiler
i. Breaker
j. Chiller
k. Compressor
l. Control Panel
m. Conveyor
n. Cooling Tower
o. Engine
p. Fan
q. Filter
r. Gearbox
s. Generator
t. Grit Cyclone
u. Heat Exchanger
v. Motor
w. Motor Control Center
x. Panel
y. Positioner
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT CMMS SUBMITTALS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 78 23.01 - 3
z. Pump
aa. Switchboard
bb. Tank
cc. Transformer
dd. Transmitter
ee. Turbocharger Turbine
ff. Uninterrupted Power Supply
gg. Valve
hh. Variable Frequency Drive
2. Maintained Assets Criteria: The following criteria shall be used to identify maintainable assets (one or more criteria need apply):
a. The asset requires some form of periodic maintenance and/or inspections. b. The unit, assembly or building feature is the subject of a separate and distinct warranty provision.
c. The item needs to be tracked per regulatory requirements or good maintenance practice.
Any questions can be referred to the ENGINEERCITY for clarification.
3. Physical Attributes: The physical attributes are those characteristics normally identified in the equipment schedules or specific requirements included in the technical requirements documents. For example, the physical attributes for an exhaust fan might include the fan type, volumetric air flow (cfm), design speed and drive type. The list of attributes is based on component family so that all fans will have the same data elements and likewise for air handling units, boilers, chillers, etc.
4. The vendor submittal shall include the list of physical attributes in tabular format per “SOP-AM100- Tagging Convention – Appendix 07”. The ENGINEERCITY will provide the CMMS spreadsheet templates for CONTRACTOR’s convenience.
5. The Asset Hierarchy Parent / Child relationship is used to link two assets in a hierarchical fashion. An asset may have only one parent. If two or more assets are associated with an equipment, a Hierarchy showing the Parent/Children relationship will be created. The CONTRACTOR shall meet with the ENGINEERCITY for a briefing of CITY’s equipment hierarchical requirements and setup.
6. The vendor submittal shall include in tabular format per “SOP-AM100- Tagging Convention” the hierarchy of the equipment identified in the submittal. The ENGINEERCITY will provide the CMMS hierarchical templates for CONTRACTOR’s convenience.
7. As part of the submittal process and prior to installation, the CONTRACTOR shall provide a detailed list of key components, recommended spares and/or consumable replacement parts, that serve as an abbreviated bill of materials (BOM) for each particular asset. The data elements shall be provided in the same format as those specified in Section 01 78 23.00– Operations and Maintenance Manual except as noted below:
a. Motor data shall include horsepower, frame size, voltage and current requirements within the description field.
b. Unit cost data is not required if the component is integral to the larger asset (not purchased separately) or is not normally provided as attic stock.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT CMMS SUBMITTALS
DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 78 23.01 - 4
8. Vendors: For each identifiable asset or data record created wherein a CONTRACTOR, manufacturer, distributor or supplier is identified, the submittal shall include the complete name, address, telephone number, fax number company web-site URL, and primary point of contact (including e-mail address and phone numbers if different than that used by the company).
9. The general nature and content of data to be submitted via electronic document (report format) includes, but is not limited to pre-functional checklists, functional checklists, testing and air balancing reports, commissioning reports, warranty certificates and training documents. These requirements do not alter the requirement for any hard copy reports, especially those requiring signatures and/or notarization.
10. All reports to be submitted in support of this Pproject shall be provided in electronic format in addition to any hard copies specified separately. Each report shall reference the specific asset, system or building element involved.
11. The electronic data file format shall be limited to those normally associated with Microsoft Office 2010 products (as may be most appropriate), AutoCAD 2017 (.dwg files) or Adobe (.pdf files) unless specifically approved by the ENGINEERCITY.
12. Any stand-alone graphic files shall be provided in JPEG format (.jpg files).
13. Check, verify, and revise submittals as necessary to bring them into conformance with Amended and Restated Design-Build Contract Documents and actual field conditions.
a. Determine and verify quantities, dimensions, specified design and performance criteria, materials, catalog numbers, and similar data. b. Coordinate submittal with other submittals and with the requirements of the Amended and Restated Design-BuildContract Documents.
1.05 ENGINEERCITY’S REVIEW
A. ENGINEERCITY's review of CMMS submittals shall be in accordance with Section 01 33 00 – Submittal Procedures.
1.06 EQUIPMENT IDENTIFICATION AND PHYSICAL TAGGING
A. For equipment identification The CONTRACTOR shall provide equipment / asset tags as specified in SOP-AM100- Tagging Convention – Appendix 07. The CONTRACTOR shall coordinate equipment/asset tag identification nomenclature with the ENGINEERCITY to align with SOP-AM100- Tagging Convention.
B. Physical Tagging of Assets shall comply with CITY’s Standard Operating Procedure AM.100 Supplement, titled “Asset Tagging Convention Supplement”.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
PART 4 ADDITIONAL REQUIREMENTS (NOT USED)
END OF SECTION
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ATTACHMENT 7B
SEMI-CRITICAL AND CRITICAL CONSTRUCTION SUBMITTALS
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ATTACHMENT 7B
SEMI-CRITICAL AND CRITICAL CONSTRUCTION SUBMITTALS
[ATTACHED]
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APPENDIX 8
COST REIMBURSABLE WORK PAYMENT AND
SCHEDULE OF VALUES REQUIREMENTS
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APPENDIX 8
COST REIMBURSABLE WORK PAYMENT AND
SCHEDULE OF VALUES REQUIREMENTS
8.1 PURPOSE
The purpose of this Appendix is to set forth the procedures and requirements for payment to the Design-Builder for performance of any Cost Reimbursable Work, including Allowance Work and any Design-Build Work performed pursuant to a Change Order or Unilateral Change Directive that that is payable on a time and materials basis. Except as set forth in the next sentence of this Section 8.1, this Appendix shall not be applicable to payment of the DesignBuild Price for the performance of Design-Build Work that does not constitute Cost Reimbursable Work under this Amended and Restated Design-Build Contract. Attachment 8C (Schedule of Values Requirements) to this Appendix includes requirements for the preparation of the Schedule of Values that will be used to assist in the estimating of the value of the Design-Build Work performed (that is not Cost Reimbursable Work) for payment purposes in accordance with Article 9 (Compensation for Design-Build Work) of this Amended and Restated Design-Build Contract.
8.2 PAYMENT FOR COST REIMBURSABLE WORK
8.2.1 Payment.
The City shall pay the Design-Builder for performance of any Cost Reimbursable Work, in an amount equal to the sum of:
(a) The Cost Reimbursable Work Costs;
(b) The General Conditions Fee (to the extent applicable pursuant to Section 8.5 (General Conditions Fee) of this Appendix); and
(c) The Design-Builder Fee,
all subject to the following:
(a) The Design-Builder shall not be entitled to payment for Unallowable Costs, all of which shall be borne by the Design-Builder without payment or reimbursement by the City;
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(b) The only compensation payable for General Conditions Costs is the General Conditions Fee (to the extent applicable pursuant to Section 8.5 (General Conditions Fee) of this Appendix);
(c) The Design-Builder shall not be compensated for Cost Reimbursable Work in excess of the amount authorized by the City pursuant to Section 9.2 (Allowance Provisions) or in the applicable Change Order or Unilateral Change Directive; and
(d) The Design-Builder shall only be entitled to payment that is substantiated in accordance with the terms of this Amended and Restated Design-Build Contract.
8.2.2 Related Definitions.
As used in this Amended and Restated Design-Build Contract, the following terms shall have the meanings set forth below:
(a) “Cost Reimbursable Work Costs” has the meaning specified in Section 8.3 (Cost Reimbursable Work Costs) of this Appendix.
(b) “Design-Builder Fee” has the meaning specified in Section 8.6 (Design-Builder Fee) of this Appendix.
(c) “General Conditions Costs” has the meaning specified in Attachment 8A hereto (Description of General Conditions Costs).
(d) “General Conditions Fee” has the meaning specified in Section 8.5 (General Conditions Fee) of this Appendix.
(e) “Unallowable Costs” has the meaning specified in Section Error! Reference source not found. (Unallowable Costs) of this Appendix.
8.2.3 Certification and Cost Substantiation.
With respect to any Cost Reimbursable Work, each Payment Request shall:
(a) Comply with and be submitted in accordance with the procedures and requirements of Article 9 (Compensation for Design-Build Work) of this Amended and Restated Design-Build Contract.
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(b) Be presented by clearly identifying all applicable Cost Reimbursable Work Costs in separate line items on each Payment Request.
(c) Specify the General Conditions Fee (to the extent applicable pursuant to Section
8.5 (General Conditions Fee) of this Appendix) and the Design-Builder Fee as a separate line item on each Payment Request.
(d) Provide Cost Substantiation for the Cost Reimbursable Work Cost for which reimbursement is sought, including copies of all documentation reasonably necessary to demonstrate that the reimbursable Cost Reimbursable Work Cost has been paid or incurred.
All such documentation shall be in a format and a level of detail reasonably acceptable to the City.
8.2.4 Relation to General Conditions Costs
Section 8.5 (General Conditions Fee) of this Appendix obligates the City to pay a fixed General Conditions Fee to the Design-Builder with respect to Cost Reimbursable Work, except as otherwise set forth therein. The General Conditions Fee is intended to compensate the DesignBuilder for General Conditions Costs, and is payable whether the actual General Conditions Costs are higher or lower than the amount of the General Conditions Fee. Accordingly, Cost Reimbursable Work Costs shall not include any costs constituting General Conditions Costs.
8.2.5 Discounts, Rebates and Refunds.
All cash discounts, trade discounts, rebates, refunds and returns from the sale of surplus materials and equipment shall be reported and accrue to the benefit of the City and serve to offset the Cost Reimbursable Work Costs.
8.3 COST REIMBURSABLE WORK COSTS
“Cost Reimbursable Work Costs” means the reasonable and necessary costs paid or incurred by the Design-Builder in the proper performance of any Cost Reimbursable Work that (1) are described in and meet the requirements of this Section 8.3, and (2) are not Unallowable Costs.
8.3.1 Third-Party Professional Services Fees.
(a) Professional fees and expenses payable by the Design-Builder to design engineers for design engineering services under third party design Subcontracts.
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(b) Fees and expenses payable by the Design-Builder for professional services under third-party professional services Subcontracts for other professional services, including accounting, planning, surveying, consulting and other professional services.
8.3.2 Construction Subcontractor and Major Equipment Supplier Costs.
An amount equal to the amounts properly payable by the Design-Builder to Subcontractors for Cost Reimbursable Work performed under construction Subcontracts and Subcontracts for major equipment entered into in accordance with the procedures and requirements set forth in Section 7.4 (Self-Performance and Subcontractor Selection) of this Amended and Restated Design-Build Contract. No Subcontract shall provide for payment of Unallowable Costs. In no event shall the markup by any Subcontractor for Cost Reimbursable Work performed by direct lower-tier Subcontractors exceed 5% with respect to work that is not competitively procured on a fixed price basis nor included in work that is subject to a competitive procurement on a fixed price basis in accordance with subsection 7.4(F) (Competitive Procedures for Construction Work) of this Amended and Restated Design-Build Contract.
8.3.3 Design-Builder’s Own Labor Costs.
Except to the extent that any of the following costs are supervisory and administrative personnel costs, and, as such, constitute General Conditions Costs payable as part of the General Conditions Fee:
(a) Wages or salaries of direct employees of the Design-Builder performing the Cost Reimbursable Work at the Dewatering Facility Site. The cost for such employees of the Design-Builder shall be calculated on the basis of those rates set forth in Attachment 8B (Design-Builder’s Personnel Cost Schedule) to this Appendix. (b) Wages or salaries of off-site direct employees of the Design-Builder performing design services in connection with the Cost Reimbursable Work. The cost for such employees of the Design-Builder shall be calculated on the basis of those rates set forth in Attachment 8B (Design-Builder’s Personnel Cost Schedule) to this Appendix.
(c) With the written consent of the City, wages or salaries of other off-site direct employees of the Design-Builder performing Cost Reimbursable Work. The cost for such employees of the Design-Builder shall be calculated on the basis of DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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those rates set forth in Attachment 8B (Design-Builder’s Personnel Cost Schedule) to this Appendix.
(d) Costs reasonably paid or incurred by the Design-Builder for employee benefits, premiums, taxes, insurance, contributions and assessments required by law, collective bargaining agreements and, for personnel not covered by such agreements, customary benefits such as sick leave, medical and health benefits, holidays, vacations and pensions, paid by the Design-Builder, excluding bonuses, to the extent such costs are based on wages and salaries paid to employees of the Design-Builder included in the Cost Reimbursable Work Costs under items (a) through (c) of this subsection.
(e) The reasonable cost of travel, accommodations and meals for the DesignBuilder’s and primary design Subcontractor’s personnel incurred outside of the City metropolitan area, necessarily and directly incurred in connection with the performance of the Cost Reimbursable Work (e.g., attendance at factory testing), as approved by the City and consistent with the City’s policies for payment of such costs.
8.3.4 Costs of Materials, Equipment and Supplies.
Except to the extent any of the following constitute General Conditions Costs or costs paid or incurred under Subcontracts with Suppliers for Major Equipment:
(a) Costs, including transportation, inspection, testing, storage and handling, of materials, equipment, systems and supplies incorporated, to be incorporated or reasonably used in completing the Cost Reimbursable Work. (b) Costs of materials, equipment and supplies, described in item (a) of this subsection, in excess of those actually installed to allow for reasonable waste and spoilage. Unused excess materials, equipment and supplies, if any, shall become the City’s property at the completion of the Cost Reimbursable Work or, at the City’s option, shall be sold by the Design-Builder. Any amounts realized from such sales shall be credited to the City as a deduction from the DesignBuild Price (through a Fixed Design-Build Price Adjustment). (c) Costs, including transportation and storage, installation, maintenance, dismantling and removal of materials, supplies, temporary facilities, machinery, DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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equipment and hand tools not customarily owned by the construction workers, that are provided by the Design-Builder at the Dewatering Facility Site and fully consumed in the performance of the Cost Reimbursable Work; and costs (less salvage value for materials, supplies, temporary facilities, machinery, equipment and hand tools with a value of $10,000 or more when new) of such items if not fully consumed, whether sold to others or retained by the Design-Builder. The basis for the cost of items previously used by the Design-Builder shall be fair market value.
(d) Rental charges and the costs of transportation, installation, minor repairs and replacements, dismantling and removal of temporary facilities, machinery, equipment and hand tools not customarily owned by the construction workers, which are provided by the Design-Builder at the Dewatering Facility Site, whether rented from the Design-Builder or others, and incurred in the performance of the Cost Reimbursable Work. Rates and quantities of equipment rented shall be based upon those rates set forth in the Caltrans Department of Transportation Division of Construction “Labor Surcharge and Equipment Rental Rates” in effect for the period of the rental subject to the City’s prior written approval.
(e) Costs of materials and equipment suitably stored off the Dewatering Facility Site at a mutually acceptable location, if approved in advance in writing by the City. (f) Any sales commissions related to the foregoing.
8.3.5 Other Costs.
Except to the extent any of the following constitute General Conditions Costs:
(a) Premiums for Project-specific Required Insurance related to the Cost Reimbursable Work that the Design-Builder is obligated to obtain and maintain in accordance with Article 14 (Insurance) and Appendix 12 (Insurance Requirements) of this Design-Build Contract.
(b) Premiums for Project-specific insurance related to the Cost Reimbursable Work which the Design-Builder requests and the City approves, such approval not to be unreasonably withheld.
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(c) Premiums for the Performance Bond and the Payment Bond related to the Cost Reimbursable Work.
(d) Fuel and utility costs paid or incurred in the performance of the Cost Reimbursable Work.
(e) Sales, use or similar taxes, tariffs or duties imposed by a Governmental Body and incurred by the Design-Builder in the performance of the Cost Reimbursable Work for which the Design-Builder is not able to obtain an exemption under Applicable Law.
(f) Costs for obtaining and maintaining Governmental Approvals necessary solely for the performance of the Cost Reimbursable Work.
(g) Fees of laboratories for tests in connection with the Cost Reimbursable Work that is required by this Amended and Restated Design-Build Contract. (h) Royalties and license fees paid for the use of a particular design, process or product for the Cost Reimbursable Work that is required by this Amended and Restated Design-Build Contract.
8.3.6 City Travel Policy Cost Limits.
Posted City travel expense guidelines, as in effect from time to time, shall prevail over actual travel expenses incurred by the Design-Builder in any reimbursement of Cost Reimbursable Work Costs relating to travel in performance of Cost Reimbursable Work. Such guidelines provide for the reimbursement of mileage and other travel-related expenses to the same extent that the City reimburses its employees pursuant to the Employee Travel Policy (City Policy Manual, Sections 1.8.2 and 1.8.3).
8.4 UNALLOWABLE COSTS
8.4.1 No Payment Obligation.
Notwithstanding any other provision of this Amended and Restated Design-Build Contract, the City shall have no obligation to pay the Design-Builder any Unallowable Costs with respect to Cost Reimbursable Work.
8.4.2 Unallowable Costs Defined.
“Unallowable Costs” means:
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(a) Premiums for insurance, except as provided in Section 8.3.5 (Other Costs) of this Appendix.
(b) In the event of damage to or destruction of the Dewatering Facility that is caused by Design-Builder Fault, cost of repair or reconstruction not covered by applicable OCIP policies on account of deductibles or exceedances under the applicable policy’s stated coverage limitations.
(c) Costs for wages, salaries and professional services fees, to the extent they exceed wage and salary rates or fees customarily paid for similar services by comparably qualified workers and professionals in the City. (d) Any costs incurred in handling disputes or litigation with Subcontractors or any other third party.
(e) Salaries and other compensation for the Design-Builder’s personnel stationed at the Design-Builder’s principal office or branch offices, except as provided in subsections 8.3.3(b) and 8.3.3(c) of this Appendix.
(f) Expenses of the Design-Builder’s principal office or branch offices other than the Dewatering Facility Site, except as provided in Section 8.3.3 (Design-Builder’s Own Labor Costs) of this Appendix.
(g) Overhead, office and general expenses at any location, except as provided for in Section 8.3.3 (Design-Builder’s Own Labor Costs) of this Appendix. (h) The cost of the capital (including interest on capital) used in the performance of the Cost Reimbursable Work or otherwise.
(i) Rental costs of machinery and equipment, except as specifically provided in item (d) of Section 8.3.4 (Costs of Materials, Equipment and Supplies) of this Appendix.
(j) Costs incurred as a result of the negligence or willful misconduct of the DesignBuilder, any Affiliate, any Subcontractor or any other party performing any aspect of the Cost Reimbursable Work.
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(k) Fines, penalties, sanctions or impositions assessed or imposed by any Governmental Body as a result of Design-Builder Fault, including violations of or non-compliance with any Governmental Approval.
(l) Any cost relating to the Design-Builder’s indemnification obligations hereunder. (m) Travel and subsistence expenses, except as specifically provided in subsection 8.3.3 (Design-Builder’s Own Labor Costs) of this Section. (n) Legal costs incurred for any reason.
(o) The fees of independent experts hired to assist in connection with dispute resolution.
(p) Amounts required to be paid the Design-Builder or any Subcontractor for federal or State income, franchise or other business Taxes (but shall not include sales, use or similar taxes, which are Cost Reimbursable Work Costs pursuant to item (c) of Section 8.3.5 (Other Costs) of this Appendix).
(q) Any costs that would exceed the amount authorized by the City pursuant to Section 9.2 (Allowance Provisions) or in the applicable Change Order or Unilateral Change Directive.
(r) Premiums or fees paid to the Guarantor.
(s) Liquidated damages payable from the Design-Builder to the City. (t) Profit, risk and general or indirect overhead of the Design-Builder, except to the extent that such amounts are compensated through the Design-Builder Fee and the General Conditions Fee.
(u) General Conditions Costs, except to the extent that such costs are compensated through the General Conditions Fee.
8.5 GENERAL CONDITIONS FEE
The “General Conditions Fee” is an amount equal to 11.2% of the Cost Reimbursable Work Costs for the Cost Reimbursable Work (other than sales taxes). The General Conditions Fee is an amount attributable to General Conditions Costs, all of which shall be paid by the DesignBuilder without reimbursement hereunder and irrespective of the sufficiency of the General DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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Conditions Fee. The General Conditions Fee includes consideration for all costs and expenses paid or incurred by the Design-Builder, as well as all profit, risk, mark-up and general and indirect overhead, in connection with the General Conditions Costs. The General Conditions Fee shall be considered sufficient for compensation of all General Conditions Costs.
In the event any Change Order or Unilateral Change Directive authorizing Cost Reimbursable Work does not extend the Scheduled Acceptance Date, the Design-Builder shall not be entitled to payment of any General Conditions Fee associated with the Cost Reimbursable Work Costs incurred with respect to the Cost Reimbursable Work under this Section and shall instead be compensated for General Conditions Costs for such Cost Reimbursable Work pursuant to the 12% mark-up described in Section 9.7(D) (Mark-Up for Cost Reimbursable Work Performed Pursuant to a Change Order or Unilateral Change Directive that Does Not Extend the Scheduled Acceptance Date) of this Amended and Restated Design-Build Contract.
8.6 DESIGN-BUILDER FEE
The “Design-Builder Fee” is an amount equal to 8.9% of the Cost Reimbursable Work Costs for the Cost Reimbursable Work (other than sales taxes and the cost of any insurance). The Design-Builder Fee is an amount attributable to profit, risk, mark-up and general or indirect overhead with respect to the Cost Reimbursable Work. Accordingly, Cost Reimbursable Work Costs shall not include amounts attributable to profit, risk, markup and general or indirect overhead with respect to the Cost Reimbursable Work.
In the event any Change Order or Unilateral Change Directive authorizing Cost Reimbursable Work does not extend the Scheduled Acceptance Date, the Design-Builder shall not be entitled to payment of any Design-Builder Fee associated with the Cost Reimbursable Work Costs incurred with respect to the Cost Reimbursable Work under this Section and shall instead be compensated for profit, risk, mark-up and general or indirect overhead in connection with such Cost Reimbursable Work pursuant to the 12% mark-up described in Section 9.7(D) (Mark-Up for Cost Reimbursable Work Performed Pursuant to a Change Order or Unilateral Change Directive that Does Not Extend the Scheduled Acceptance Date) of this Amended and Restated Design-Build Contract.
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ATTACHMENT 8A
DESCRIPTION OF GENERAL CONDITIONS COSTS
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ATTACHMENT 8A
DESCRIPTION OF GENERAL CONDITIONS COSTS
GENERAL CONDITIONS COSTS
In connection with the Design-Build Work, the Design-Builder is responsible for the General Conditions Costs, as well as the performance of the related obligations, identified in this Attachment. The Design-Builder’s compensation for the General Conditions Costs is limited to the General Conditions Fee. Cost Reimbursable Work Costs shall not include any General Conditions Costs. General Conditions Costs consist solely and exclusively of costs incurred for the following items with respect to the Design-Build Work:
(1) Design-Builder Employee Supervisory and Administrative Personnel Costs (a) Costs of wages or salaries of the Design-Builder’s supervisory and administrative personnel engaged in the performance of the Design-Build Work and who are located at the Dewatering Facility Site.
(b) Costs of wages or salaries of the Design-Builder’s supervisory and administrative personnel engaged off of the Dewatering Facility Site at factories, workshops or on the road, to assist in the coordination, production or transportation of material or equipment necessary for the Design-Build Work, but only for that portion of their time required for the Design-Build Work. (c) Costs of wages or salaries of the Design-Builder’s personnel stationed at the Design-Builder’s principal or branch offices, but only to the extent such personnel are identified in Attachment 8B (Design-Builder’s Personnel Cost Schedule) to this Appendix and performing the functions set forth in such Attachment.
(d) Costs reasonably paid or incurred by the Design-Builder for employee benefits, premiums, taxes, insurance, contributions and assessments for supervisory and administrative personnel required by law, collective bargaining agreements and, for supervisory and administrative personnel not covered by such agreements, customary benefits such as sick leave, medical and health benefits, holidays, vacations and pensions paid by the Design-Builder, excluding bonuses, to the extent such costs are based on wages and salaries paid to supervisory and administrative personnel of the Design-Builder included in the Cost Reimbursable Work Costs under item (1)(a) of this Attachment.
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(e) The reasonable cost of travel, accommodations and meals for the DesignBuilder’s supervisory and administrative personnel incurred outside of the City metropolitan area, necessarily and directly incurred in connection with the performance of the Design-Build Work, as approved by the City and consistent with the City’s policies for payment of such costs.
(2) Field Office and Construction Supply Costs for Design-Builder Staff Only Design-Builder field office mobilization and demobilization Office trailer rental (City will provide electric service for office trailers at City’s expense) Office furniture and equipment
Office janitorial
Document reproduction services (off-site or custom)
Copy machines, fax machines, printers, scanners and paper shredders Office computers, software and maintenance.
Office telephones, and telephone and internet service Accounting and data processing costs
Jobsite radios/cellular phones
Postage, courier, and express delivery
Scheduling expenses
Job travel, including fuel and vehicle, in compliance with City policies (including but not limited to Employee Travel, Private Vehicle Mileage Reimbursement, and Use of Personal Vehicles) and US GSA Per Diem Rates for zip code 95134, and IRS Standard Mileage Rates.
Job meeting expenses
Temporary parking and laydown areas, not otherwise provided by the City.
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Storage facilities, both on and off site, not otherwise provided by the City Tools and tool shed
Surveying equipment and supplies
Office supplies
Project redline drawings
Project specific signage
Reference manuals
Employee identification system
(3) Temporary Amenities for Design-Builder Dewatering Facility Site activities:
Temporary toilets
Temporary fire protection
Dewatering Facility Site security
Traffic control equipment rental
Fencing, barricades, partitions and protected walkways Temporary water distribution and meters
Temporary power generation
Temporary and emergency lighting
Site erosion control
Drinking water
Temporary construction facilities and services
Temporary heat and ventilation
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(4) Design-Builder Site Cleanup
Daily site cleanup and dumpsters
Cleanup at Substantial Completion
Cleanup at Final Completion
(5) Design-Builder Construction Trade Training Program
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ATTACHMENT 8B
DESIGN-BUILDER’S PERSONNEL COST SCHEDULE
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City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8B
Santa Clara Regional Wastewater Facility Design-Builder’s Personnel Cost Schedule 3643403.6 042907 CTR
ATTACHMENT 8B
DESIGN-BUILDER’S PERSONNEL COST SCHEDULE
[ATTACHED]
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8B
Santa Clara Regional Wastewater Facility Design-Builder’s Personnel Cost Schedule A8B-2
3643403.6 042907 CTR
Billable Rates for Cost-Reimbursable Work
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8B
Santa Clara Regional Wastewater Facility Design-Builder’s Personnel Cost Schedule A8B-3
3643403.6 042907 CTR
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8B
Santa Clara Regional Wastewater Facility Design-Builder’s Personnel Cost Schedule A8B-4
3643403.6 042907 CTR
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8B
Santa Clara Regional Wastewater Facility Design-Builder’s Personnel Cost Schedule A8B-5
3643403.6 042907 CTR
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8B
Santa Clara Regional Wastewater Facility Design-Builder’s Personnel Cost Schedule A8B-6
3643403.6 042907 CTR
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8B
Santa Clara Regional Wastewater Facility Design-Builder’s Personnel Cost Schedule A8B-7
3643403.6 042907 CTR
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8B
Santa Clara Regional Wastewater Facility Design-Builder’s Personnel Cost Schedule A8B-8
3643403.6 042907 CTR
Billable Rates for Early Work Package Work
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8B
Santa Clara Regional Wastewater Facility Design-Builder’s Personnel Cost Schedule A8B-9
3643403.6 042907 CTR
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8B
Santa Clara Regional Wastewater Facility Design-Builder’s Personnel Cost Schedule A8B-10
3643403.6 042907 CTR
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8B
Santa Clara Regional Wastewater Facility Design-Builder’s Personnel Cost Schedule A8B-11
3643403.6 042907 CTR
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8B
Santa Clara Regional Wastewater Facility Design-Builder’s Personnel Cost Schedule A8B-12
3643403.6 042907 CTR
Black & Veatch Personnel T&M Rates for 60% to 100% Design DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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ATTACHMENT 8C
SCHEDULE OF VALUES REQUIREMENTS
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8C
Santa Clara Regional Wastewater Facility Schedule of Values Requirements 3643403.6 042907 CTR
ATTACHMENT 8C
SCHEDULE OF VALUES REQUIREMENTS
GENERAL
The purpose of this Attachment is (1) to define the requirements for the Design-Builder’s preparation of a Schedule of Values, which will be used as the basis for payments of the Design-Build Price pursuant to Article 9 (Compensation for Design-Build Work) of this Amended and Restated Design-Build Contract, and (2) to describe the manner in which payment of the Design-Build Price will be made based on the Schedule of Values.
TOTAL SCHEDULE OF VALUES AMOUNT
The sum of all amounts comprising the line items in the initial Schedule of Values shall be equal to the Fixed Design-Build Price. The total Schedule of Values amount, and the line items in the Schedule of Values, shall be adjusted appropriately by agreement of the parties to account for Fixed Design-Build Price Adjustments.
PREPARATION OF THE SCHEDULE OF VALUES
The Design-Builder shall prepare a Schedule of Values identifying, on a line item basis, costs of major items of Design-Build Work and other costs in accordance with this Attachment.
The Schedule of Values shall be consistent with the work scope and cost breakdown structure presented in the Definitive Project Submittal, as negotiated and agreed to by the City. The Schedule of Values shall assign prices to major elements of the Design-Build Work based on costs associated with scheduled activities for each such element.
The Schedule of Values shall:
(a) Identify: (i) Project name and location, (ii) name and address of Design-Builder, (iii) name and address of City, and (iv) date of submission; (b) Be broken down by each structure at the Dewatering Facility Site and show each specification division within each structure;
(c) List the installed value of the component parts of the Design-Build Work in sufficient detail to serve as a basis for computing values for partial payments during Construction;
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 8
Dewatering Facility at the San Jose- Attachment 8C
Santa Clara Regional Wastewater Facility Schedules of Values Requirements A8C-2
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(b) Show the division of work between the Design-Builder and each of the Subcontractors;
(c) Include an item for:
(1) Commissioning and Acceptance Testing; and
(2) The Additional Insurance Required From Enrolled Parties and Excluded Parties, the Performance Bond and the Payment Bond; and Each line item shall be identified with the number and title. For each major line item, the Schedule of Values shall list sub-values of major products or operations under the item. Each item shall include a directly proportional amount of the Design-Builder’s overhead and profit.
For items on which partial payments will be requested for properly stored materials, the value shall be broken down into:
(a) The cost of the materials and equipment to be incorporated into the DesignBuild Work, delivered and unloaded, with taxes paid. Invoices shall be required for materials and equipment to be incorporated into the Design-Build Work, upon request by City or the Owner’s Advisor; and
(b) The total installed value.
The Design-Builder shall provide supporting data, including certified payrolls, as requested by the City for any Schedule of Values item. The final Schedule of Values must be approved by the City.
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APPENDIX 9
COMMISSIONING AND ACCEPTANCE
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APPENDIX 9
COMMISSIONING AND ACCEPTANCE
9.1 Introduction and Objectives
This Appendix sets forth minimum requirements for Commissioning and Acceptance Testing of the Project, including minimum requirements for the Design-Builder’s Commissioning and Acceptance Test Plan.
In addition, the Design-Builder shall comply with the requirements of City Specification 01 91 14, Testing, Training, and Facility Start-Up, as modified for the Dewatering Project (see Attachment 9A (Applicable City Standard Division 01 Specifications)). While this Appendix focuses on Centrifuge Confirmation Testing, Commissioning and Acceptance Testing, Specification 01 91 14, Testing, Training, and Facility Start-Up, as modified for the Dewatering Project (see Attachment 9A (Applicable City Standard Division 01 Specifications)), generally addresses:
General requirements, including planning and scheduling Factory testing
Pre-operational testing and inspection
Certificates of Proper Installation
Functional Testing (Start-up)
Training
Certain activities described in this Appendix as “pre-commissioning” may overlap with the preoperational testing and Functional Testing activities defined in City Specification 01 91 14, Testing, Training, and Facility Start-Up, as modified for the Dewatering Project (see Attachment 9A (Applicable City Standard Division 01 Specifications)).
As used in this Appendix, Commissioning refers to field activities on equipment or systems between the time that individual equipment (or systems) completes Functional Testing and the time that the Project as a whole is ready for Acceptance Testing. It includes “fine-tuning” of equipment, systems, and the Project as a whole in advance of the Acceptance Test.
The intent of the Acceptance Test is to:
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
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Clearly and unquestionably demonstrate that the Project can meet the Minimum Acceptance Standards set forth in Section 9.4.5 (Minimum Acceptance Standards and Full Acceptance Standards) of this Appendix.
Determine if the more stringent Full Acceptance Standards for dewatered cake total solids content and polymer use, to be developed and agreed upon, are met, and if any Buydown Liquidated Damages will be assessed.
Demonstrate that the Project can function as intended and operate effectively throughout the range of flow and load conditions expected for the Project.
9.2 Centrifuge Confirmation Testing
9.2.1 Minimum Testing Requirements and Centrifuge Confirmation Test Plan The Design-Builder shall develop a detailed plan for testing the selected centrifuge with stabilized Temperature-Phased Anaerobic Digestion Process (TPAD) sludge (“Centrifuge Confirmation Testing”) in advance of Acceptance Testing. The intent of the Centrifuge Confirmation Testing is to: (1) determine if any changes to the Full Acceptance Standards for percent solids or polymer use are warranted in advance of Acceptance Testing; and (2) evaluate polymer performance (relationship between pounds of polymer and percent cake solids) and polymer economic performance in order to optimize polymer selection and identify one or more polymers to be used during the Acceptance Test.
Centrifuge Confirmation Testing will be used as the basis for good faith negotiations to change the Full Acceptance Standards, provided that:
(a) The results of laboratory and centrifuge testing of TPAD sludge are in general agreement with one another;
(b) The results of laboratory and centrifuge testing of TPAD sludge differ by at least
0.5 percentage points from the values derived by extrapolations from mesophilic sludge developed during design development; and
(c) The parties mutually agree to such a change.
Any agreement by the parties to changes to the Full Acceptance Standards shall be reflected in a Contract Amendment. In the event the parties cannot agree to a proposed change to the Full Acceptance Standards, either party may elect to initiate dispute resolution procedures in accordance with Section 12.2Error! Reference source not found. (Non-Binding Mediation) of this Amended and Restated Design-Build Contract.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
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The Centrifuge Confirmation Testing plan shall specifically:
Identify roles and responsibilities during the Centrifuge Confirmation Test. Include a statement of objectives and desired outcomes resulting from the testing, (including but not limited to the objectives listed above). Describe all of the temporary and permanent infrastructure that will need to be in place to run the Centrifuge Confirmation Testing.
Identify the duration of Centrifuge Confirmation Testing. The duration of the testing will be established by the sampling, testing and polymer optimization requirements described below but are expected to be completed within a 4 week period with testing being conducted Monday through Friday between the hours of 8am and 4pm unless a time extension is authorized by the City. Extension of the testing period would only be required for equipment failure, and the duration of the extension would be based on the amount of time necessary to repair or replace any defective equipment. Identify specific loading rates that will be tested as follows:
o 2,700-2,850 lbs/hr (see discussion below on polymer optimization); and o 4,100 lbs/hr (polymer dosage for this loading rate will start at 25 lbs/dt and will be increased by 2 lbs/dry ton (dt) in 15 minute increments until the cake percentage is at or above 17%.
Identify potential polymers to be tested. A total of 4 polymers are to be tested. The base polymer (Solenis K274-FLX) and three other polymers as selected by the selected centrifuge manufacturer, consistent with the constraints identified below and based on jar testing with the TPAD sludge. The three polymers to be tested shall be from a minimum of two different vendors (with at least one from Polydyne) that are readily available in the Bay Area, each with the capability to provide polymer to the Dewatering Facility in quantities necessary to operate the full scale facility at a loading rate of 10,594 dry lbs/hr for the facility.
Define testing and sampling protocols related to optimizing polymer selection (i.e. ranges of polymer dosing to be evaluated). Each of the four test polymers will be fed at different doses in order to generate sufficient data for the development of a polymer optimization curve for each polymer tested:
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
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o Initial Dosing. Polymer initially will be dosed at a starting dose of 25 lbs/dt and will be incrementally increased, if needed, by 2lbs/dt until the percent solids of the cake is at or above 17%;
o Polymer Optimization. Once the cake percent solids is at or above 17%, the polymer dose shall be incrementally increased in 1 lb/dt increments once per hour. Polymer will be dosed incrementally as indicated up to 45 lbs/dt (or after two increments where the cake percentage drops from the previous indicating the top of the polymer performance curve) with an operating time of 60 mins per dose. Two rounds of samples (each round including samples of TPAD sludge to centrifuge, cake, and centrate) shall be collected for each dose point, one after 30 mins, and the second at 60 mins from the time of the dose adjustment. Each of these samples will be analyzed for the following parameters:
Sludge feed to the centrifuge (to be analyzed for total solids, total suspended solids (mg/L), volatile solids (mg/L), pH, capillary suction time, Centrate (total solids (mg/L), suspended solids (mg/L), total nitrogen (mg/L), total phosphorous (mg/L)), and
Sludge Cake (total solids (%DS)); and
o Struvite Potential. One additional sample shall be taken each day testing is performed. The sample shall be collected downstream of the TPAD sludge to the test facility, and it shall be tested for the following parameters:
TSS/VSS, TS/VS,
Soluble COD,
Soluble reactive and total phosphorus,
Total dissolved ammonia concentration,
Soluble cations (Ca, Mg, Na, K), and
Total metals (Fe, Al, Ca, Mg, Na, K).
Describe that the methodology for utilizing the data to develop polymer curves for each of the test polymers Polymer curves plotting cake percentage vs polymer dose for each of the four test polymers will be developed for comparison. Describe the methods to be used in evaluating the economic performance of the various polymers tested based on life-cycle cost taking into account the cost of dewatered polymer, the expected polymer dosing, the percent cake solids expected after dewatering, and the cost of transporting dewatered cake for different percent solids.
The City will provide the Design-Builder with assumptions to be used in estimating the cost of transport. This shall include a statement describing the basis for recommending DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-5
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one or more polymers for the Acceptance Test. The analysis will consist of evaluating the cost of the polymer, based on the dose to achieve the Full Acceptance Standard for the loading to the Dewatering Facility between 2022 and 2042 assuming a straight line incremental increase in loading. The cost of polymer will be based on the delivered cost to the Dewatering Facility in 2021. The analysis will incorporate escalation and will be conducted in accordance with San Jose’s Triple Bottom Line Plus (TBL+) methodology and spreadsheet.
Describe the basis on which any changes to the Full Acceptance Standards for percent solids or polymer use would be based, taking into account the results of the Centrifuge Confirmation Testing with the recommended polymer(s).
Describe the methods the Design-Builder will use for disposing of dewatered TPAD sludge produced during the Centrifuge Confirmation Test (to be paid for by the DesignBuilder).
The Design-Builder shall conduct the Centrifuge Confirmation Test in accordance with its approved test plan and shall be responsible for all costs associated with the testing including but not limited to arranging and paying for the costs of any dewatered sludge, polymer, or materials transport and disposal. In the event stabilized TPAD sludge is not available by August 2023 to conduct the Centrifuge Confirmation Testing, then the City could elect to cancel the test or extend the time for testing. If cancelled, then the Minimum Acceptance Standards and Full Acceptance Standards would not be modified. In the event the schedule is extended due to the unavailability if TPAD sludge by August 2023, such delay shall be treated as having been caused by an Uncontrollable Circumstance and the Design-Builder may be entitled to a delay in the Scheduled Acceptance Date and additional compensation provided that the Design-Builder is able to demonstrate the additional time and costs were attributable to the delay in Centrifuge Confirmation Testing with TPAD sludge in accordance with Article 15 (Uncontrollable Circumstances) of this Amended and Restated Design-Build Contract.
9.2.2 Submittal Requirements
Following stabilization of TPAD processes at the digesters, the Design-Builder shall submit an initial draft infrastructure plan showing the required infrastructure to conduct the Centrifuge Confirmation Testing at least 120 days in advance of starting the Centrifuge Confirmation Test.
The City will review the initial plan and return comments to the Design-Builder within 10 Business Days of receiving the draft infrastructure plan. The Design-Builder shall prepare a final infrastructure plan within 10 Business Days of receiving City comments. The DesignDRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
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Builder may not construct the test facility infrastructure at the Dewatering Facility Site until the City approves the final infrastructure plan.
The Design-Builder shall submit a draft Centrifuge Confirmation Test plan, prepared in accordance with Section 9.2.1 (Minimum Testing Requirements and Centrifuge Confirmation Test Plan) of this Appendix, at least 60 days prior to starting the Centrifuge Confirmation Test.
The City will review the plan and return comments to the Design-Builder within 21 days of receiving the draft Centrifuge Confirmation Test plan. The Design-Builder shall, depending on the nature of the comments, either prepare a final Centrifuge Confirmation Test plan for City approval or prepare a revised draft within 21 days of receipt of the City’s comments. Centrifuge Confirmation Testing shall not proceed until the City has approved the final Centrifuge Confirmation Test plan. In the event the approved Centrifuge Confirmation Test plan requires testing beyond the testing described in Section 9.2.1 (Minimum Testing Requirements and Centrifuge Confirmation Test Plan) of this Appendix, or requires an extension of the testing duration beyond the 4 week period described in Section 9.2.1 (Minimum Testing Requirements and Centrifuge Confirmation Test Plan) of this Appendix, such additional testing requirements or extended testing period shall be treated as having been caused by an Uncontrollable Circumstance and the Design-Builder may be entitled to a delay in the Scheduled Acceptance Date and additional compensation provided that the Design-Builder is able to demonstrate the additional time and costs were attributable to additional required Centrifuge Confirmation Testing in accordance with Article 15 (Uncontrollable Circumstances) of this Amended and Restated Design-Build Contract.
The Design-Builder shall submit a draft Centrifuge Confirmation Test report no more than 30 days following completion of the Centrifuge Confirmation Test. The City will review the report and return comments to the Design-Builder within 21 days of receiving the draft Centrifuge Confirmation Test report. The Design-Builder shall prepare a revised report, addressing any City comments, within 30 days of receipt of any such City comments.
9.3 Commissioning and Acceptance Test Plan
9.3.1 Minimum Requirements:
The Design-Builder shall develop an overall plan to guide pre-commissioning (pre-operational testing and Functional Testing), training, Commissioning and Acceptance Testing activities.
The plan may be provided as a single document, or separate plans may be provided. At a minimum, the plan(s) shall:
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-7
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Incorporate applicable provisions of City Specification 01 91 14, Testing, Training, and Facility Start-Up, as modified for the Dewatering Project (see Attachment 9A (Applicable City Standard Division 01 Specifications)).
Identify and describe all pre-commissioning activities, including equipment installation and testing, and Functional Testing of individual systems comprising the Project, including all auxiliary systems. Pre-commissioning also encompasses all activities associated with the first-time start-up of all equipment, instruments, electrical gear, and/or processes and systems, including all checks and tests prior to running equipment and any laboratory tests that may be required to verify proper operation of processes. More specifically the pre-commissioning portion of the plan shall describe:
o Equipment tests, including tests demonstrating the basic function and operation of individual Project equipment, subsystems, and infrastructure. Equipment tests shall include dry and clean water testing of tanks, conveyance piping, pumping equipment, and all other process and control equipment. Equipment tests shall verify that each component is installed correctly, functions as intended, and meets the technical specifications, including verification of set points and proper calibration.
o System tests, including tests intended to demonstrate the performance capability of unit process systems to achieve their design operational objectives. System tests should cover the liquid and solids processing and handling systems and support systems to demonstrate: (1) that systems meet the technical specifications; (2) successful operation of manual and automatic control of the components and systems from the DCS; (3) ability of all motors to respond to speed set point changes generated by the control strategy programming in the DCS; (4) all alarm functions for components and systems on the DCS; and (5) proper operation of the electrical power supply systems.
o Pre-commissioning schedule and protocols, including specific phases in the start-up process.
o Roles and responsibilities for pre-commissioning activities Include a Training Plan for City staff (may be a separate document) that describes training for operation and maintenance of equipment, systems, and operational training, overall Project operations, including training schedules and protocols, syllabi DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
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for comprehensive training sessions delivered by equipment manufacturers and the Design-Builder. The Design-Builder’s preliminary Training Plan is included in Appendix 9B (Design-Builder’s Training Plan) to this Appendix. Include a detailed Commissioning and Acceptance Test Plan that shall:
o Describe roles, responsibilities qualifications of Design-Builder’s proposed Commissioning and Acceptance Testing team. At a minimum, the roles and responsibilities for the following individuals shall be identified and described, and the plan shall attach resumes documenting qualifications of the proposed individuals for their assigned roles:
Design-Build Manager,
Commissioning and Acceptance Testing Manager,
Acceptance Test Lead,
I&C Lead for Commissioning and Acceptance Testing,
Process Mechanical Lead for Commissioning and Acceptance Testing, Electrical Lead for Commissioning and Acceptance Testing, and HVAC testing, adjusting, and balancing representative.
Each team member shall have experience in design, operation and maintenance of similar facilities and systems.
o Describe the roles and responsibilities of the City during Commissioning and Acceptance Testing.
o Identify specific Commissioning activities and tests to be conducted prior to starting the Acceptance Test, including any Commissioning standards and design specifications that will need to be met prior to starting the Acceptance Test. See Table 9-2 (Minimum Testing Requirements for Commissioning) of this Appendix for a list of tests to be conducted during Commissioning. Additional requirements for some of the Commissioning activities listed in Table 9-2 (Minimum Testing Requirements for Commissioning) of this Appendix include:
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-9
3643403.6 042907 CTR
1. Facility hydraulic testing (clean water). This testing shall be included as part of the Commissioning activities. Hydraulic testing shall, at a minimum, test each applicable system for a minimum duration of 6 hours. Any ancillary or support systems for the hydraulic test and flow monitoring and measurement requirements shall be described in the Commissioning and Acceptance Test Plan, including calibration and accuracy requirements.
2. Conveyance System Testing. The purpose of this testing is to demonstrate that the overall conveyance system will be capable of conveying design peak sludge flows to the centrifuges. Components of this testing shall include:
• Testing Pipeline Capacity. The intent of this testing is to confidently demonstrate that the piping system would not require replacement or expansion to meet ultimate, 7-day peak sludge flow with imports and storage tank drawdown design conditions (1,509 gpm total). Pipeline capacity testing shall also include testing to demonstrate that piping for conveying centrate from the Dewatering Facility to the Headworks is capable of conveying the ultimate, 7-day peak centrate flows assuming sludge flows as described above, polymer, and plant drainage (1,684 gpm total). • Pump Testing. The intent of pump testing is to demonstrate that: (1) all pumps each achieve design flow and head ratings across the full range of design flow conditions (hydraulic flow and head design criteria across the full range of expected flows (minimum to maximum)); (2) that the pumps operate within acceptable ranges on their pump curves; and (3) that pumping systems achieve the peak design conditions (2052), 7-day peak flow plus simultaneous drawdown of the digested sludge storage tanks (1289 gpm).
The Commissioning and Acceptance Test Plan shall also describe procedures for correlating head loss conditions between clean water and digested sludge flow in initial tests to demonstrate that pumps will operate within the acceptable ranges on their pump curves.
• Conveyor Testing. The purpose of the conveyor tests is to confirm that the conveyor system has sufficient capacity to convey sufficient dewatered cake to match the assumed design condition (18,000 lbs/hr of dewatered cake).
The Design-Builder shall operate the conveyor system at a reduced speed to demonstrate that the system can move the peak 30 day 2042 loads (10,594 DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
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lbs/hr) as required by the dewatering system test. The Design-Builder shall provide calculations that demonstrate that the conveyor system will have the capability to move the ultimate capacity of 18,000 lbs/hr at an increased speed, using the data collected during the dewatering test at reduced speed.
3. The Commissioning and Acceptance Test Plan shall also include procedures to verify the functional capabilities of the overall dewatering Project and systems in both manual and automatic mode.
o Include a logistics plan for ensuring that all required equipment, chemicals, and materials are on-site and available prior to starting the Acceptance Test and as needed for Commissioning activities.
o Set forth the contractual preconditions to starting the Acceptance Test. o Identify individual tests comprising the overall Acceptance Test (see Table 9-3 (Required Component Testing / Confirmations during the Acceptance Tests) of this Appendix).
o Include a day-to-day communication and coordination protocol to be followed by the Design-Builder and the City throughout the Acceptance Test. o Identify the planned time of year for Acceptance Testing and anticipated flows and loads (flow and load data to be provided by City based on historical data from previous two years).
o Identify methods to be used to simulate peak flows and loads. o Describe sampling and testing procedures including chain of custody requirements. o Set forth the Minimum Acceptance Standards and Full Acceptance Standards (see Table 9-4 (Full Acceptance Standards and Minimum Acceptance Standards) of this Appendix) including:
Requirements for sampling, monitoring and laboratory testing during the Acceptance Test, including instrument calibration methods, proposed use of permanent and temporary instrumentation, and independent laboratory analysis. The independent laboratory shall be identified in the Commissioning and Acceptance Test Plan and agreed to by the City.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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Descriptions of specific activities that the City will need to conduct in order to support the Acceptance Test.
Acknowledgement of City override authority during Acceptance Testing. A listing of conditions that warrant restarting the Acceptance Test. Requirements for documentation and reporting during Commissioning and for the Acceptance Test, including sign-offs and quality control/assurance requirements.
o Contingency plans for equipment failures, process upsets, unsatisfactory test results, and unanticipated interruptions.
o Detailed Commissioning and Acceptance Testing schedules. At a minimum, the Acceptance Test report, required to be provided pursuant to subsection 8.2(F) (Acceptance Test Report) of this Amended and Restated Design-Build Contract, shall include:
o A certification stating that testing was conducted in accordance with the approved Commissioning and Acceptance Test Plan.
o A certification of the results of each Acceptance Test. o All required data measured and recorded during the Acceptance Test, including all laboratory analyses, chemical consumption, instrument calibrations, pressures, and other measurements.
o Copies of original data sheets, log sheets, calculations, laboratory reports, and test sheets.
o All necessary certifications relating to testing, evaluation, analyses, and performance.
o A record of all equipment failures and repairs and preventive maintenance performed.
o A summary of all data and calculations demonstrating the ability of the facility to meet the functional requirements and performance standards.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
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3643403.6 042907 CTR
o A summary of test results and conclusive evidence of compliance with all acceptance test requirements.
o Any additional data reasonably requested by the City to be included in the report.
9.3.2 Required Submittals and Time Frames
The Design-Builder shall include a preliminary Acceptance Test plan for the dewatering train (primarily centrifuges) (“Preliminary Centrifuge Acceptance Test Plan) within its Basis of Design Report during the Preliminary Services Period. This Preliminary Centrifuge Acceptance Test Plan is intended to assist with the procurement and selection process for the Project centrifuges during design and may be modified or expanded upon as the overall Commissioning and Acceptance Test Plan is being developed.
As part of its Definitive Contract Submittal, the Design-Builder provided a detailed annotated outline of its proposed Commissioning and Acceptance Test Plan. This detailed outline is included in Attachment 9C (Preliminary Outline of Commissioning and Acceptance Test Plan) to this APPENDIX 9 (Commissioning and Acceptance).
At least 6 months prior to starting Functional Testing, the Design-Builder shall submit its preliminary draft Commissioning and Acceptance Test Plan for City review. The preliminary draft Commissioning and Acceptance Test Plan shall meet the minimum standards set forth in Section 9.3.1 (Minimum Requirements) of this Appendix and shall describe, in detail, how all testing, Commissioning and Acceptance Testing activities will occur. The City will provide comments on the preliminary draft within 20 Business Days of receiving the preliminary draft Commissioning and Acceptance Test Plan. The Design-Builder shall revise and resubmit the draft as needed until the plan is acceptable to the City. At a minimum, a final plan shall be in place at least 45 days prior to the start of Commissioning. Further revisions to the Acceptance Test components of the plan may be made provided they are approved by the City.
9.4 MINIMUM COMMISSIONING AND ACCEPTANCE TEST REQUIREMENTS
9.4.1 General
Before the Acceptance Testing period begins, the Dewatering Facility shall be fully operational, capable of accepting design flows and loads, and performing functions as designed. The Design-Builder shall provide and pay for all required labor, materials, chemicals, and other elements required for troubleshooting and correcting problems throughout Commissioning and Acceptance Testing unless otherwise specified in this Appendix 9.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-13
3643403.6 042907 CTR
9.4.2 City’s Sludge Characteristics Testing
30 days prior to the start of Acceptance Testing, the City and Design-Builder shall conduct testing activities to verify that digested sludge characteristics meet the requirements in Table 9- 1 (Acceptable Digested Sludge) of this Appendix for “Acceptable Digested Sludge.” The City will collect grab samples for the testing from DSEPS, and convey those samples to the DesignBuilder along with chain-of-custody documentation. The Design-Builder will arrange and pay for sludge characteristic testing using a certified independent laboratory agreed to by both the City and the Design-Builder. A Sub-Allowance has been established for laboratory costs associated with this testing (see Section 9.2 (Allowance Provisions) of this Amended and Restated Design-Build Contract).
At a minimum, the City shall conduct tests over five consecutive Business Days. If the testing results are found to fall outside of the allowable ranges for the parameters listed in Table 9-1 (Acceptable Digested Sludge) of this Appendix, the City shall modify plant processes and shall continue with its testing until it successfully obtains five consecutive Business Days during which the sludge meets the requirements of Table 9-1 (Acceptable Digested Sludge) of this Appendix. In the event it is necessary for the City to make process changes and extent its sludge characteristic testing beyond the 30-day period prior to the scheduled start of the Acceptance Test describe above in this Section, such extended testing period shall be treated as having been caused by an Uncontrollable Circumstance and the Design-Builder may be entitled to a delay in the Scheduled Acceptance Date and additional compensation provided that the Design-Builder is able to demonstrate the additional time and costs were attributable to the extension of the sludge characteristic testing in accordance with Article 15 (Uncontrollable Circumstances) of this Amended and Restated Design-Build Contract.
The City shall provide a testing report to the Design-Builder demonstrating that the incoming sludge characteristics have consistently met the requirements set forth in in Table 9-1 (Acceptable Digested Sludge) of this Appendix.
Table 9-1
Acceptable Digested Sludge
Parameter Value Notes
Total Solids 2.3 to 2.8 percent
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-14
3643403.6 042907 CTR
Volatile Solids Average of 64% with no
individual sample greater
than 64.7% (applies to Full
Acceptance Standards)
Average of 68% with no
individual sample greater
than 68.7% (applies to
Minimum Acceptance
Standards)
Volatile solids values and
corresponding Full
Acceptance Standards and
Minimum Acceptance
Standards subject to revision
based on results of
Centrifuge Confirmation
Test.
9.4.3 City and Design-Builder Responsibilities, Generally The City will provide for transportation and disposition of dewatered biosolids produced during Commissioning and Acceptance Testing as long as the dewatered solids are at least 17% solids and meet the requirements for Class B biosolids. For any biosolids not meeting this percent solids requirement, the Design-Builder shall provide for transportation and disposition unless such biosolids do not meet the requirements for Class B. For any biosolids not meeting the requirements for Class B, the City will arrange for transport and disposal. The Design-Builder shall coordinate with the City for scheduling these services.
Electricity, 3W, and reclaimed water will be provided and paid for by the City. To the extent possible, reclaimed water will be used in testing.
The Design-Builder shall be responsible for certain operational costs and routine maintenance costs during Commissioning and the Acceptance Test including, but not limited to, staffing with appropriately certified operators for oversight of City staff during portions of Commissioning and during the Acceptance Test, staffing and materials costs associated with equipment maintenance during commissioning and the Acceptance Test, and polymers and other chemicals. The Design-Builder shall be responsible for all costs for necessary repairs or replacements required to keep the Project operational. The City will be responsible for providing operators during the Acceptance Test and during Commissioning after the Dewatering Facility as a whole transitions from operating with clean water to operating with digested sludge.
In addition to compliance with the notice requirements set forth in subsection 8.2(B) (Notice of Commencement of the Acceptance Test) of this Amended and Restated Design-Build Contract, the Design-Builder shall provide notice to the City a minimum of 5 Business Days prior to the start of Acceptance Testing.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-15
3643403.6 042907 CTR
9.4.4 Required Tests
At a minimum, Commissioning shall include the individual tests identified in Table 9-2 (Minimum Testing Requirements for Commissioning) of this Appendix as well as any testing required by permitting agencies. Certain tests identified in Table 9-2 (Minimum Testing Requirements for Commissioning) of this Appendix may be conducted as part of Functional Testing based on Design-Builder’s specific Commissioning and Acceptance Test Plan.
Table 9-2
Minimum Testing Requirements for Commissioning
System Required Functional Testing
Piping, conveyance and
associated valves and
appurtenances -- general
• Pressure and leak testing
• Control of hydraulic transients
• Air release, pressure relief, reducing and/or sustaining Digested sludge transfer Transfer of digested sludge from D9–D16 to the new storage system using all new digested sludge transfer pumps and pipelines in all available operating configurations across the full range of design flow, level, and head conditions. The system shall be capable of draining the digesters below the entryway as demonstrated via calculation / confirmation of operation on factory certified pump curves or, if the City determines it is practical, by the City actually draining a digester.
Digested sludge storage Operation of filling/draining systems, mixing systems, gas handling systems (including operation of pressure relief systems), and overflow systems to meet specifications. Prior to installing pressure relief valves on the tanks, the valves shall be tested with air through a City-approved test procedure.
Digested sludge
conveyance
Operation of the pumping station and pipelines to convey digested sludge to the dewatering facility using all pumps and pipelines in all available operating configurations across the full range of design flow and head conditions. See Section 9.3.1 (Minimum Requirements) of this Appendix for additional
requirements related to conveyance testing during
Commissioning.
Polymer systems Operation of the polymer system, including truck unloading, bulk storage (including polymer mixing and transfer), blending, and dilution systems to meet specifications
Centrifuges / Dewatering
Trains
• Operation of dewatering trains, including , centrifuge feed pumps and associated grinders, polymer dosing systems,
dewatering centrifuges, centrate discharge, and dewatered cake discharge to meet factory testing specifications.
• Demonstration of proper startup and shutdown sequences of each centrifuge
Dewatered cake storage
and unloading
• Operation of dewatered cake storage, including distribution of dewatered cake between bins, measurement of stored cake DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-16
3643403.6 042907 CTR
Table 9-2
Minimum Testing Requirements for Commissioning
System Required Functional Testing
volume, , and unloading into storage bins
• Truck loading system operation to its design capacity, time for loading, and overall function including generally even distribution of dewatered cake from the open gates
• Truck weigh scales capacity and function
• Capacity and function of appurtenant systems
Centrate conveyance Operation of the centrate wet wells, pumping station, and pipelines to convey centrate from the dewatering facility using all centrate pumps and pipelines in all available operating configurations of the pumps and pipelines across the full range of design flow and head conditions. See Section 9.3.1 (Minimum Requirements) of this Appendix for additional requirements related to conveyance testing during Commissioning.
Foul air ventilation • Operation of foul-air containment and conveyance systems (fans and ducts) at design flow and pressure condition
• System balance
Instrumentation and
Controls
Remote and local monitoring and control, data storage and data trending for all required equipment and systems
Operation of communication and security systems to meet specifications
Operation of fire alarm and suppression systems, including any permitting, testing and approvals of fire alarm and dry suppression systems as required by the Fire Department
Ancillary systems Operation of all ancillary systems in all available configurations and operating modes to meet specifications. Balance of all HVAC systems and provision of air balancing report.
The Acceptance Test shall include the tests identified in Table 9-3 (Required Component Testing / Confirmations during the Acceptance Tests) of this Appendix. Some of these tests may be conducted during Commissioning based on Design-Builder’s specific Commissioning and Acceptance Test Plan.
Table 9-3
Required Component Testing / Confirmations during the Acceptance Tests Project System Acceptance Tests Required for:
Piping • Ability to direct flow to duty and standby equipment and to all bypasses included in the design
Pumping • Pump efficiency
• No pump cycling beyond manufacturers' recommendations • Free from cavitation, excessive vibration, and excessive noise as required by the Minimum Acceptance Standards
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-17
3643403.6 042907 CTR
Table 9-3
Required Component Testing / Confirmations during the Acceptance Tests Project System Acceptance Tests Required for:
Electrical and Energy
Management
• Capacity and operation of distribution network in all operating modes
• Simulated power failure from one substation (M4 or M5) with manual transfer to the other substation, , including operation of UPSs and manual and automated restart of systems according to established control strategies
• Energy management features
• Safety features
Instrumentation and
Controls
• Ability of control system to work in an integrated manner, checking all loops and interlocks
Dewatering
Centrifuges
• Hydraulic and solids loading capacity
• Capture efficiency
• Dewatered cake total solids content
• Polymer consumption
• Noise
• Vibration
• Power efficiency
• Capacity and function of appurtenant systems
9.4.5 Minimum Acceptance Standards and Full Acceptance Standards Table 9-4 (Full Acceptance Standards and Minimum Acceptance Standards) of this Appendix sets forth the Minimum Acceptance Standards and the Full Acceptance Standards for the Project. Except for the Full Acceptance Standards for dewatered cake percent solids and polymer use, the Acceptance Standards are not subject to modification following the Amended and Restated Design-Build Contract Date.
The City has established preliminary values for the Full Acceptance Standards for percent solids and polymer use. The City recognizes that it was not able to characterize the digested sludge that will be produced by its new temperature-phased anaerobic digestion (TPAD) system, since that system is currently under construction and is not expected to be producing stabilized sludge until late 2022 or early 2023. However, the Design-Builder has characterized the digested sludge currently produced at the Regional Wastewater Facility (RWF) via mesophilic digestion, and the Design-Builder has tested potential centrifuges from various manufacturers using the mesophilic sludge. The City and Design-Builder have used this information as a reasonable basis for establishing final values for the Minimum Acceptance Standards for dewatered cake total solids content and polymer use.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-18
3643403.6 042907 CTR
The City has worked cooperatively with the Design-Builder to establish, on a preliminary basis, Full Acceptance Standards (more stringent than the Minimum Acceptance Standards) for percent solids and polymer use based on the results of centrifuge testing (during the Preliminary Services) with mesophilic sludge and considering input from potential centrifuge manufacturers and chemical suppliers. Nonetheless, as of the Amended and Restated DesignBuild Contract Date, TPAD sludge remains unavailable for testing. The Design-Builder and City shall work cooperatively to develop the plan for TPAD testing in advance of Acceptance Testing (through the Centrifuge Confirmation Testing described in Section 9.2 (Centrifuge Confirmation Testing) of this Appendix) in order to determine if changes to the Full Acceptance Standards are warranted. Such changes, if mutually agreed upon via Contract Amendment, shall establish the Full Acceptance Standards to be used during the Acceptance Test. In the event such modifications cannot be mutually agreed upon, the preliminary Full Acceptance Standards agreed to as of the Amended and Restated Design-Build Contract Date shall be used during the Acceptance Test.
The Design-Builder acknowledges that the City has a long-term interest in producing dewatered cake from the Dewatering Facility that is as dry as reasonably possible to minimize total life-cycle costs of the dewatering process, including costs of transportation to off-site receiving facilities, polymer use, and power use.
Table 9-4
Full Acceptance Standards and Minimum Acceptance Standards Parameter Full Acceptance
Standard
Minimum
Acceptance
Standard
How Measured / Notes
Dewatered
Cake Total
Solids Content
– Simulated
Design Flows
and Actual
Flows
22% TS, minimum
provided digested
sludge meets the
requirements of Table
9-1 (Acceptable
Digested Sludge) of
this Appendix.
21% TS,
minimum,
provided
digested sludge
meets the
requirements
of Table 9-1
(Acceptable
Digested
Sludge) of this
Appendix.
1. Centrifuges shall be tested for
compliance with the Minimum
Acceptance Standards and the
Full Acceptance Standards for
percent solids under two
scenarios: (1) TPAD sludge
flows per centrifuge between
2,700 and 2,850 lbs / hr per
centrifuge, which may require
filling and drawing down the
digested sludge storage tanks
to achieve (“Simulated Design
Flows”); and (2) actual TPAD
sludge flows coming out of the
digesters without
supplementation (“Actual
Flows”) provided such actual
flows are less than 2,850 lbs /
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-19
3643403.6 042907 CTR
Table 9-4
Full Acceptance Standards and Minimum Acceptance Standards Parameter Full Acceptance
Standard
Minimum
Acceptance
Standard
How Measured / Notes
hr per centrifuge. For both
flow conditions, testing shall be
conducted by a certified
independent lab acceptable to
both the City and the DesignBuilder. The Project shall be operated under Actual Flow
conditions whenever it is not
being tested for Simulated or
Peak flow conditions (see Notes
1 and 2 below).
As a result of testing two
conditions, two percent solids
average values will result: (1)
for the Simulated Design Flow
condition and 2) Actual Flow
condition. Both averages must
meet or exceed the Minimum
Acceptance Standard. The
Simulated Design Flow
condition average will also be
evaluated to determine if the
Full Acceptance Standard has
been met.
2. For provisions related to TPAD
Sludge Quality (see Note 3
below).
Dewatered
Cake Total
Solids Content
– Peak
(Emergency)
Conditions
17% minimum 17% minimum The specified Minimum Acceptance Standards apply when operating at
the specified peak conditions of
4,100 lbs/hr per centrifuge train.
During testing for peak conditions,
the Design-Builder shall follow the
above procedures for sampling and
testing stated for the Simulated
Design Flows condition. Testing
shall be a minimum of one
continuous 4-hr period per
centrifuge train, excluding time for
ramping up and down from the
specified peak flow rate. Two of
the four centrifuges shall be tested
for the peak conditions.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-20
3643403.6 042907 CTR
Table 9-4
Full Acceptance Standards and Minimum Acceptance Standards Parameter Full Acceptance
Standard
Minimum
Acceptance
Standard
How Measured / Notes
Polymer Dose
– Normal
Operating
Conditions:
Simulated and
Actual Flow
Conditions
35 lbs. active polymer
per dry ton of sludge,
maximum
35 lbs. active
polymer per
dry ton of
sludge,
maximum
The specified Full Acceptance
Standards and Minimum
Acceptance Standards apply
during all times when a centrifuge
is operating within the Simulated
Flow condition (2,700 – 2,850
lbs/hr/centrifuge train) and Actual
Flow condition.
Polymer dose shall be calculated in
accordance with Note 4 below.
Average dose calculations for each
dewatering train must be equal to
or less than the Minimum
Acceptance Standard.
The Design-Builder shall calculate
average dose based on polymer
feed to the centrifuge in order
evaluate trends and determine if
the polymer dose is likely to be at
or above the Minimum Acceptance
Standard. In the event trends
indicate that an individual
centrifuge train may be at or above
the Minimum Acceptance Standard
for polymer dose, then the DesignBuilder shall propose process changes to improve performance
and shall extend the test duration
accordingly.
Deviation of polymer feed from set
point at any given feed point shall
be no more than +5 lbs/dt.
If any samples of digested sludge
fall outside of the values in Table
9-1 (Acceptable Digested Sludge) of
this Appendix, the sample shall not
be included and the test shall be
extended accordingly (see Note 3.a.
below).
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-21
3643403.6 042907 CTR
Table 9-4
Full Acceptance Standards and Minimum Acceptance Standards Parameter Full Acceptance
Standard
Minimum
Acceptance
Standard
How Measured / Notes
Polymer Dose
(Peak
Equipment
Conditions)
No restriction No restriction When operating at peak equipment conditions (4,100 lbs/hr of solids
loading per centrifuge train).
Verify using testing procedures as
described for the Simulated and
Actual Flow condition.
Capture
Efficiency
95%, minimum Same as Full
Acceptance
Standard
During all times when a centrifuge
is operating, verify compliance with
the standard as follows:
• Collect samples of centrate
(grab samples) at the same time
that samples of dewatered cake
are being collected (all
conditions).
• Conduct lab tests for centrate
percent solids (total solids).
• Calculate capture efficiency
using data collected above
using the formula in Note 5
below.
• Average capture efficiency for
each dewatering train shall be
equal to or greater than the
specified Minimum Acceptance
Standard
• Each sample must not to differ
by more than - 3 percentage
points from the average. In the
event a sample falls outside of
the acceptable range, it shall
not be included in the
calculation of the average and
the test duration shall be
extended to allow for additional
samples to be taken
corresponding to the number of
failed samples.
Power
Efficiency
(Centrifuge
Power efficiency for the
centrifuge is not to
exceed 0.35 kW/gpm
for a single centrifuge
Same as Full
Acceptance
Standard
Power will be tested concurrently
during simulated flow condition
testing.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-22
3643403.6 042907 CTR
Table 9-4
Full Acceptance Standards and Minimum Acceptance Standards Parameter Full Acceptance
Standard
Minimum
Acceptance
Standard
How Measured / Notes
Motors) when operating at a
loading rate of 2,700
lbs/hr on a feed sludge
of 2.3% solids. Power
consumption is for the
bowl and scroll motors.
Centrifuge
Noise
When centrifuge is
running at the
nameplate speed
equivalent to 2,700 lbs
per hour inside the
bowl wall, the average
noise level measured at
3 feet from the
periphery of the
complete centrifuge
assembly shall not
exceed 91 A-weighted
decibels (dBA) at any
time during
Acceptance Testing.
Same as Full
Acceptance
Standard
Noise testing shall be conducted by
a qualified third party with a single
centrifuge in operation in
accordance with American National
Standards Institute (ANSI) S1.13
(Measurement of Sound Pressure
Levels) on a sound level meter
meeting at least the Type 2
requirements as set forth in ANSI
S1.4-83 (Specification for Sound
Level Meters), or any later revision
thereof. Noise will be tested
concurrently during simulated flow
condition testing.
Vibration When centrifuge is
operating at maximum
speed, vibration of
centrifuges shall be
below 0.45 inch per
second root mean
square (RMS)
measured horizontally
and vertically for all
performance
conditions at all times
during Acceptance
Testing,
Same as Full
Acceptance
Standard
Vibration shall be measured in
accordance with International
Organization for Standardization
(ISO) 10816 (Evaluation of
Machine Vibration Standard),
including applicable parts, or an
equivalent standard accepted by
the City.
Notes:
1. Simulated Design Flow Condition. For the Simulated Design Flow condition, operating centrifuges shall rotate among the four centrifuges so that all centrifuges are tested in pairs.
Dewatered cake samples (grab samples) shall be taken approximately every four hours over an 8-hour Design-Builder work day (excluding time required to ramp-up and ramp-down operation of the centrifuges) with no more than 4 hours between each sample. This will result in a minimum of 2 to 3 samples per centrifuge per day (minimum of 4 to 6 samples per centrifuge pair per day). Testing of the Simulated Design Flow condition will occur for a minimum of 4 Business Days per centrifuge train pair. The average of all samples taken DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-23
3643403.6 042907 CTR
Table 9-4
Full Acceptance Standards and Minimum Acceptance Standards Parameter Full Acceptance
Standard
Minimum
Acceptance
Standard
How Measured / Notes
during the Simulated Design Flow condition, shall meet or exceed the specified Minimum Acceptance Standard. Any individual cake sample taken during the Simulated Design Flow condition shall meet the specified Minimum Acceptance Standard within an allowable deviation of 2 percentage points below the Minimum Acceptance Standard. In the event a sample falls outside of this allowable deviation for the Minimum Acceptance Standards, it shall not be included in the average and testing shall be extended, at no cost to the City, to allow for additional samples to be taken corresponding to the number of failed samples, and the Scheduled Acceptance Date shall not be extended (unless deviations are being caused by the incoming TPAD sludge characteristics falling outside of the allowable ranges for the parameters listed in Table 9-1 (Acceptable Digested Sludge) of this Appendix).
2. Actual Flow Condition. For the Actual Flow condition, operating centrifuges shall rotate among the four centrifuges so that all centrifuges are tested individually on an approximately equal time basis. Centrifuges will operate under the Actual Flow condition throughout the Acceptance Test duration, except during those periods of time when centrifuges are being tested under the Simulated Design Flow condition or peak condition. During Actual Flow conditions, dewatered cake samples shall be taken approximately every 8 hours, every day, 7-days per week (i.e., three samples per day). The average of all samples taken during the Actual Flow conditions, shall meet or exceed the specified Minimum Acceptance Standard.
Any individual sample taken during the Actual Flow condition shall meet the specified Minimum Acceptance Standard within an allowable deviation of -2 percentage points below the Minimum Acceptance Standard. In the event a sample falls outside of this allowable deviation, it shall not be included in the average and testing shall be extended, at no cost to the City, to allow for additional samples to be taken corresponding to the number of failed samples, and the Scheduled Acceptance Date shall not be extended (unless deviations are being caused by the incoming TPAD sludge characteristics falling outside of the allowable ranges for the parameters listed in Table 9-1 (Acceptable Digested Sludge) of this Appendix).
The Design-Builder may modify operation (i.e., # of units in services and through-put through unit) to maintain centrifuge operation between 2,850 lbs. per hour and 2,000 lbs. per hour.
3. Ongoing Sampling of TPAD Sludge / Failure to Meet Table 9-1 Standards during the Acceptance Test.
a. A daily grab sample shall be taken of TPAD sludge conveyed to the centrifuges. TPAD sludge shall be tested once per day for total solids (TS), volatile solids (VS) (mg/l), total suspended solids (mg/l), pH and capillary suction time to confirm ongoing compliance with the Acceptable Sludge standards in Table 9-1 (Acceptable Digested Sludge) of this Appendix. In the event TPAD sludge falls outside of the values in Table 9-1 (Acceptable Digested Sludge) of this Appendix and the corresponding dewatered cake sample does not meet the Minimum Acceptance Standard, the dewatered cake sample shall not be included in the calculation of the average percent solids, and the test duration shall be extended to allow for additional samples to be taken corresponding to the number of failed samples. In the event the test is extended due to digested sludge failing to meet the parameters of Table 9-1 (Acceptable Digested Sludge) of this Appendix, such delay shall be treated as having been caused by an Uncontrollable Circumstance and the DesignBuilder may be entitled to a delay in the Scheduled Acceptance Date and additional compensation in accordance with Article 15 (Uncontrollable Circumstances) of this DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-24
3643403.6 042907 CTR
Table 9-4
Full Acceptance Standards and Minimum Acceptance Standards Parameter Full Acceptance
Standard
Minimum
Acceptance
Standard
How Measured / Notes
Amended and Restated Design-Build Contract. In the event TPAD sludge falls outside of the values in Table 9-1 (Acceptable Digested Sludge) of this Appendix but the dewatered cake meets the specified Minimum Acceptance Standard, it shall be included in the average and the test will not be extended, provided the sample results do not lower the average.
b. On a daily basis, one of the samples of TPAD sludge will also be tested to facilitate diagnosis and correlation to previous testing for the following parameters:
Soluble COD,
Soluble reactive and total phosphorous,
Total dissolved ammonia concentration, and
Total metals (Fe, Al, Ca, Mg, Na, K).
These diagnostic test results shall not be used to obviate a failure to meet the Minimum Acceptance Standards or the Full Acceptance Standards.
4. Polymer Dose:
Polymer dose to be calculated as follows:
Polymer Does
where:
PD = Active polymer dosage (lb/dry ton)
P = Polymer feed rate (gpm)
p = Active polymer concentration (%)
F = Sludge feed rate (gpm)
f = Sludge feed concentration (%TS)
2000 = 2000 lb/DT
5. Capture Efficiency:
Capture Efficiency shall be calculated as follows:
Capture Efficiency (%)
=
(Ccake) (Cfeed – Cfiltrate)
(Cfiltrate) (Ccake – Cfiltrate)
where:
Ccake = Dewatered Cake Total Solids (%TS)
Cfeed = Feed DS Concentration (% TSS, excluding dilution from polymer solution) Cfiltrate = Filtrate Concentration (% TSS, excluding dilution from polymer solution) In addition, the parties acknowledge that the Dewatering Facility must meet all requirements of Applicable Law including all Governmental Approvals in order to achieve Acceptance. The DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-25
3643403.6 042907 CTR
parties further acknowledge that the design of the Dewatering Facility reflected in the Technical Specifications is expected to be able to achieve the requirements anticipated to be included in the BAAQMD Authority To Construct (“ATC”). Upon receipt of the ATC, the Design-Builder shall discuss with the City whether any changes to the Technical Specifications will be necessary to comply with the conditions of the ATC. Any such change shall be addressed in accordance with Section 6.8 (Other Changes To The Technical Specifications) of this Amended and Restated Design-Build Contract and shall provide the Design-Builder price and schedule adjustments, as applicable, in accordance therewith.
9.4.6 Buydown Liquidated Damages
As stated in Section 9.4.5 (Minimum Acceptance Standards and Full Acceptance Standards) of this Appendix, the City has a long-term interest in producing dewatered cake from the Dewatering Facility that is as dry as reasonably possible to minimize total life-cycle costs of the dewatering process, including costs of transportation to off-site receiving facilities, polymer use, and power use. Therefore, if the Project meets all Minimum Acceptance Standards but fails to meet the more stringent Full Acceptance Standards for dewatered cake percent solids and polymer use, the Design-Builder shall be subject to Buydown Liquidated Damages unless the Design-Builder takes corrective action and demonstrates through re-running the Acceptance Test that the Full Acceptance Standards have been met or unless the standards for Acceptable TPAD sludge in Table 9-1 (Acceptable Digested Sludge) of this Appendix have not been met by the City taking into account provisions for testing extensions described in Table 9-4 (Full Acceptance Standards and Minimum Acceptance Standards) of this Appendix.
The value of Buydown Liquidated Damages will be calculated based on the calculated averages for the Simulated Design Flow conditions to reflect the additional life-cycle costs incurred by the City; provided, however, that the Design-Builder shall meet the Minimum Acceptance Standards for the Actual Flow conditions in order to achieve Acceptance. Specifically, increased polymer consumption and transportation of dewatered cake on a life-cycle basis will be calculated using the following assumptions:
20-year analysis period;
Assumed average non-landfill transport/disposition rate in Year 1 of operation based on the City’s updated information on transport and disposition costs ($75 per ton for transportation and disposition);
Escalation rate = 3.1% per year;
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-26
3643403.6 042907 CTR
Discount rate = 5.0% per year; and
Established annual average digested sludge flow and loading rate forecasts for operating years 1-20, without imported materials. The flow and loading rates used in the analysis may be adjusted based on actual rates measured in the year prior to Acceptance Testing.
The City and the Design-Builder agree that the amount of Buydown Liquidated Damages shall be capped at $3.2 million dollars.
An example calculation of how Buydown Liquidated Damages, if applicable, shall be calculated follows:
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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance Example Buydown Liquidated Damages Calculation
A9-27
3643403.6 042907 CTR
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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-28
3643403.6 042907 CTR
9.4.7 Duration of Acceptance Test
The Acceptance Test shall demonstrate Project compliance with at least the Minimum Acceptance Standards over the 30 day test period. However, depending on the actual testing results, a longer period than 30 days may be required. The intent of the parties is that most of the 30-day test duration will be focused on Actual Flow conditions, with Simulated Design Flow conditions, peak conditions and specialty tests accounting for a smaller portion of the testing duration.
9.4.7.1 Definitions
For purposes of this Section 9.4.7, the following terms shall have the meanings set forth below:
“Critical equipment/infrastructure” means:
• Safety related equipment
• All equipment and infrastructure that allows the processing and hydraulic functions of dewatering project to operate as intended (“essential process equipment”).
o For example, transfer pumps, storage tanks, conveyance pipes, transport pumps, mixings pumps, centrifuge feed pumps, centrifuges, polymer blenders, polymer mixing pumps, conveyors, cake hoppers, load-out scales, load-out doors, and odor systems.
• All appurtenant elements such as electrical systems, controls, valves necessary for the processing and hydraulic functions required to support essential process equipment.
• Provided, however that redundant critical equipment shall be subject to the separate requirements set forth below
“Redundant critical equipment” means redundant equipment as defined by the Technical Specifications (Appendix 4) in requirements such as “n+1” DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-29
3643403.6 042907 CTR
“Non-critical equipment” means:
• HVAC (office and people spaces), lighting, laboratory scales, ovens, hot water heaters,
• Instruments and controls for non-critical equipment
9.4.7.2 Conditions Requiring Extension of the Acceptance Test Table 9-4 (Full Acceptance Standards and Minimum Acceptance Standards) of this Appendix identifies conditions that may result in extension of the Acceptance Test in order to collect more samples. In addition, the Design-Builder may elect to extend the Acceptance Test at no additional cost to the City to extend the sampling period for collecting performance data in order to demonstrate compliance with the Minimum Acceptance Standards or the Full Acceptance Standards.
In addition, the Acceptance Test shall be extended on an hour by hour or a day by day basis, as applicable based upon the period of failure, in the event of the following:
Failure of critical equipment that: (1) cannot be fixed or replaced within 8 hours; or (2) with respect to safety related equipment, that the Design-Builder does not provide temporary safety equipment or provisions acceptable to the City within 8 hours. Failure of redundant critical equipment such that it cannot be fixed or replaced in time to allow for the testing of that equipment required to demonstrate its ability to meet Acceptance Standards.
9.4.7.3 Conditions Requiring Restart of the Acceptance Test The Design-Builder shall restart the Acceptance Test in the event of the following:
Failure of the Design-Builder to provide and maintain qualified onsite startup personnel as scheduled.
Failure of critical equipment necessary to maintain process continuity that cannot be fixed or replaced within 72 hours as detailed in the Commissioning and Acceptance Test Plan approved by the City in accordance with Section 9.3 (Commissioning and Acceptance Test Plan) above.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 9
Santa Clara Regional Wastewater Facility Commissioning and Acceptance A9-30
3643403.6 042907 CTR
9.4.7.4 Additional Requirements related to Critical Equipment and NonCritical Equipment.
All critical equipment shall be fully operational as a condition to the achievement of Acceptance. The Design-Builder may achieve Acceptance if there has been failures with respect to non-critical equipment so long as such non-critical equipment is either repaired or replaced by the end of the Acceptance Test, or applicable replacement non-critical equipment has been documented to be on order with the manufacturer in the event such non-critical equipment cannot reasonably be replaced by the end of the Acceptance Test. The DesignBuilder shall promptly repair or replace any such non-critical equipment following receipt of delivery from the manufacturer.
.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
ATTACHMENT 9A
APPLICABLE CITY STANDARD DIVISION 01 SPECIFICATIONS
(as modified for the Dewatering Project)
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 9
Dewatering Facility at the San Jose- Attachment 9A
Santa Clara Regional Wastewater Facility Applicable City Standard Division 01 Specifications 3643403.6 042907 CTR
ATTACHMENT 9A
APPLICABLE CITY STANDARD DIVISION 01 SPECIFICATIONS
(as modified for the Dewatering Project)
The Division 01 specifications included in this attachment were based on the City of San Jose’s Standard Division 01 specifications dated March, 2020 and modified for the Dewatering Project. Only those Division 01 specification sections included in this Attachment and in Attachment 4A to Appendix 4 (Technical Specifications), Attachment 5A to Appendix 5 (General Design-Build Work Requirements), Attachment 6A to Appendix 6 (Design-Build Quality Assurance and Quality Control Requirements) and Attachment 7A to Appendix 7 (Design-Build Work Review Procedures) are incorporated as requirements for the Dewatering Project. For clarity, agreed-to modifications are shown in strike and underline.
01 91 14 Testing, Training, and Facility Start-Up
[ATTACHED]
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 1
SECTION 01 91 14
TESTING, TRAINING, AND FACILITY START-UP
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes: Requirements for equipment and system testing and start- up, including, but not limited to, the following:
1. General ,Testing, Training, and Start-up Requirements
2. Start-up and Testing and Operational Schedule and Plans
3. Factory Acceptance Testing
4. Pre-operational Testing and Inspection
5. Functional Testing (Start-up)
6. Operational Testing (Acceptance Testing or Commissioning)
7. Certificate of Proper Installation
8. Services of manufacturer’s representatives
9. Training of O&M personnel
B. Submittals required in this Section shall be in accordance with Appendix 7 of the Amended and Restated Design-Build Contract and with City Specification Section 01 33 00, Submittal Procedures, as modified for the Dewatering Project (see Attachment 7A to Appendix 7 of the.Amended and Restated Design-Build Contract).
1.02 NOT USED RELATED SECTIONS
1. Section 01 14 00 – Work Sequence and Restrictions
2. Section 01 31 19 - Project Meetings
3. Section 01 32 16 – Progress Schedules and Reports
4. Section 01 33 00 – Submittal Procedures
5. Section 01 35 23 – Plant Safety Requirements
6. Section 01 78 23 – Operations and Maintenance Data
7. Section 01 99 90 – Reference Forms
8.1.Technical Spec Sections – Factory/Witness acceptance testing as applicable
1.03 DEFINITIONS
A. Factory Performance Testing (Source Quality Control and/or Factory Acceptance and / or Factory Performance Testing ): Tests as described in individual Specification sections, which refers to testing performed on specified equipment at manufacturer’s facility prior to shipment.
B. Pre-operational Testing and Inspection: Tasks that CONTRACTOR Doc shall complete as prerequisites prior to starting systems
C. Functional Testing (Startup): Test or tests in presence of the ENGINEER CITY to demonstrate that installed equipment or system meets manufacturer’s DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 2
installation, calibration, and adjustment requirements and other requirements as specified including, but not limited to, noise, vibration, alignment, speed, proper electrical, instrumentation and control, mechanical connections, thrust restraint, proper rotation, initial servicing, and instrumentation calibration.
D. Operational Testing (AcceptanceTesting or Commissioning): A test performed in presence of the ENGINEER and after any required functional test, to demonstrate and confirm that the equipment and/or system meets the specified operational performance requirements, while simulating actual operating conditions to the greatest extent possible. Commissioning and Acceptance Testing shall be as defined in Appendix 9 of the Amended and Restated DesignBuild Contract.
E. System: the overall process, or a portion thereof, that performs a specific function. A system may consist of two or more subsystems as well as two or more types of equipment.
F. CONTRACTOR: The Design-Builder for the Dewatering Project G. ENGINEER: The Design-Builder’s Engineer serving as the Engineer or Record for the Dewatering Project
H. CITY: The City of San Jose, its staff, and representatives
1.04 GENERAL TESTING, TRAINING, AND START-UP REQUIREMENTS A. Testing, training, start-up, and commissioning and Acceptance Testing are requisite to the satisfactory completion of the Amended and Restated DesignBuild Contract and shall be completed within the Contract timesby or prior to the Scheduled.Acceptance Date unless otherwise indicated .
B. CONTRACTOR shall coordinate all start-up and testing with restrictions and requirements stipulated in Section 01 14 00, Work Sequence and Restrictions, as modified for the Dewatering Project.
C. CONTRACTOR shall allow realistic durations in the Baseline Schedule and Progress Schedules in Section 01 32 16 for testing, training, and start-up, commissioning and Acceptance Testing activities.
D. CONTRACTOR shall comply with safety requirements as specified in Section Section 01 35 23 – Plant Safety Requirements, as modified for the Dewatering Project
E. CONTRACTOR shall provide labor, tools, equipment, instruments, and services required for and incidental to completing functional testing, commissioning and Acceptance Testing .except as otherwise indicated in Appendix 9 of the Amended and Restated Design-Build Contract.., and operational testing.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 3
F. CONTRACTOR shall provide competent, experienced technical representatives of equipment manufacturers for assembly, installation and testing guidance, and operator training.
G. CONTRACTOR shall assist the equipment supplier to repair each system, equipment, and device for start-up and testing.
H. CONTRACTOR shall complete installation, preoperational testing and inspection of each system or process before Ffunctional Testing (Startup) of the respective process or operational testing, including all related manufacturer’s services.
I. CONTRACTOR shall complete Aall equipment, piping, electrical and instrumentation tagging shall be complete before functional or operational testing.
J. CONTRACTOR shall use No. 3 Water (final effluent) or Recycled water for all testing purposes to the extent possible, except those employing potable water, oil, air, gas or chemicals, which shall be filled with the specified fluid.
K. The CONTRACTOR shall provide temporary valves, gauges, piping, test equipment and other materials and equipment required to conduct any testing required by this specification or Appendix 9 to the Amended and Restated Design-Build Contract..
L. CONTRACTOR shall designate and furnish one or more CONTRACTOR’s personnel to coordinate and expedite testing, startup, commissioning and FACILITY startup Acceptance Testing. Such person or persons shall be present during equipment testing, and FACILITY startup, commissioning and Acceptance Testing meetings. specified in Section 01 31 19 - Project Meetings, and shall be available at all times during functional testing, commissioning and Acceptance Testing. and operational testing. CONTRACTOR’s designated personnel shall, at a minimum, attend the following meetings with representatives of the CITY:
1. Preinstallation Meetings: When required in individual Specification sections or prior to a requested process shut down, convene at Site prior to commencing the Work of that Specification section. Meeting shall also be attended by CONTRACTOR’s Superintendent, manufacturers and installers, affected subcontractors, and other entities directly affecting, or affected by, the Work of that section. Meetings shall be scheduledat least seven (7) days in advance of installation and shall be conducted in CONTRACTOR’s field office or other mutually agreed upon place. CONTRACTOR shall prepare agenda at least three days in advance of meetings, preside over the meetings, record meeting minutes, and distribute copies of meeting minutes within three (3) days of meeting to participants and interested parties.
2. Facility Startup Meetings: CONTRACTOR shall schedule and attend a minimum of two FACILITY startup meetings. The first of such meetings shall be held after submitting the draft Facility Startup and Testing Plan, as specified in Section 01 91 14 – Testing, Training and Facility Start-up.
CONTRACTOR shall prepare agenda for these meetings. Agenda items shall include, but not be limited to, content of Facility Startup and Testing Plan, coordination needed between various parties in attendance, and potential problems associated with startup. Attendees will include: CONTRACTOR’s DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 4
superintendent, subcontractors and equipment manufacturer’s representatives whom CONTRACTOR deems to be directly involved in FACILITY startup, ENGINEER, CITY, and others as required by or as deemed necessary by CITY.
L.M.ENGINEER CITY will provide operations personnel to interact with the CONTRACTOR during all testing periodsfuntional testing (startup), commissioning and Acceptance Testing. Prior to the start of any system CITY staff operation of specific facilities and systems (during commissioning as defined in Appendix 9 of the Amended and Restated Design-Build Contract) , the CONTRACTOR shall instruct the ENGINEER’s CITY’s staff on standardized operating procedures as part of training requirements. CITY staff shall be responsible for operation of Project facilities during portions of commissioning and during the Acceptance Test as further defined in Appendix 9 of the Amended and Restated Design-Build Contract. CITY operation shall be with the oversight of the CONTRACTOR. CITY operation in no way relieves CONTRACTOR of its obligations related to passing the Acceptance Test. CONTRACTOR shall be responsible for maintenance of all facilities and equipment through successful completion of the Acceptance Test.
M.N.Any routine sampling and analytical laboratory work required during the operational testing phase will be completed by the ENGINEERCITY during commissioning or Acceptance Testing shall be as set forth in Appendix 9 of the Amended and Restated Design-Build Contract.
N.O.CONTRACTOR shall provide related operating and maintenance data, and spare parts and special tools as specified before functional testing startup (functional testing) of any unit or system.
O.P.During the functional and operational testing periodsstartup, commissioining and Acceptance Testing, CONTRACTOR shall provide local on-call supervisory staff during all shifts to supervise CONTRACTOR on-site staff and be completely responsible for the maintenance of installed equipment.
1.05 START-UP AND OPERATIONAL SCHEDULE AND PLANS
A. CONTRACTOR intends to submit a single plan covering functional testing (startup), commissioning and acceptance testing. A preliminary draft of the combined plan shall be submitted to the City no later than 6 months prior to the start of functional testing. For pre-operational testing and factory testing, CONTRACTOR shall provide plans to the CITIY no less than 30 days prior to the start of each respective phase.CONTRACTOR shall submit start-up plans and schedules for each phase of planned testing, namely; factory acceptance testing, pre-operational testing, and functional testing (Startup), and operational testing. (Plan requirements for centrifuge confirmation testing, pre-commissioning, commissioning and Acceptance Testing are defined in Appendix 9 of the Amended and Restated Design-Build Contract.) Each plan shall be submitted not less than thirty (30) working days prior to planned start-up initiation of each testing phase for review and approval by CONTRACTOR’s ENGINEER and review by the CITY. CONTRACTOR shall revise schedule and proposed plan based on CONTRACTOR’s ENGINEER’s comments and resubmit final versions.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 5
CONTRACTOR may elect to submit a single overall plan with each phase described in separate sections.
B.A.CONTRACTOR shall coordinate all start-up and testing with restrictions and requirements stipulated in Section 01 14 00, Work Sequence and Restrictions, as modified for the Dewatering Project.
C.B.CONTRACTOR shall provide detailed sub-network testing, startup (functional testing), commissioning and Acceptance Testing schedules with the following activities identified in the Progress Schedule:
1. Manufacturer’s services;
2. Installation certifications;
3. Operator training;
4. Submission of Operation and Maintenance Manual;
5. Factory Acceptance tTesting
6. Pre-Operational tTesting and Iinspection
7. Functional Testing (Startup)
8. Operational Commissioning and AcceptanceTesting.
D.C.CONTRACTOR shall provide the following information for each item of equipment or system to be started up.
1. Manufacturer’s services requirements;
2. Installation certifications requirement;
3. Operator training requirements;
4. Submission of Operation and Maintenance Data;
5. Factory Acceptance Ttesting requirements;
6. Pre-Operational tTesting and iInspection requirements;
7. Functional Testing (startup) requirements, including testing of alarms, control circuits, capacities, speeds, flows, pressures, vibrations, sound levels, and other parameters.
8. Summary of shutdown requirements for existing systems which are necessary to complete start-up of new equipment and systems.
9. Names of CONTRACTOR’s personnel, subcontractor(s), manufacturer(s), or organization(s) proposed to perform services, and documentation to confirm their qualifications.
E.D.At the conclusion of each phase of the planned testingstartup, CONTRACTOR shall prepare a report on the all test results and shall indicate the systems and items of equipment tested.
1.06 FACTORY ACCEPTANCE TESTING
A. When factory acceptance testing (FAT) or source quality control is specified:
1. CONTRACTOR shall demonstrate equipment meets specified performance testing requirements and criteria.
2. CONTRACTOR shall provide certified copies of test results.
3. CONTRACTOR shall not ship equipment until provide certified copies of test results to the CITY for review have been received and reviewed in accordance DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 6
with Appendix 7 and Section 01 33 00, Submittal Procedures, as modified for the Dewatering Project. Written acceptance of factory testing by CONTRACTOR’s ENGINEER does not constitute Project final Aacceptance by the CITY.
4. CONTRACTOR shall perform testing as specified in the equipment specification sections.
B. CONTRACTOR shall notify the ENGINEER CITYin advance of the location and schedule of any factory acceptance testing. The ENGINEER CITY will, at its own discretion, decide if any representatives are required and will pay for all travel, lodging and transportation costs.
1.07 PRE-OPERATIONAL TESTING AND INSPECTION
A. CONTRACTOR shall complete the tasks in this section as prerequisites prior to start functional or operational to functional testing (startup) of equipment. .
B. Mechanical Systems: CONTRACTOR shall:
1. Calibrate testing equipment in accordance with manufacturer’s instructions.
2. Inspect and clean equipment, devices, connected piping, and structures to ensure they are free of foreign material
3. Remove rust preventatives and oils applied to protect equipment during construction;
4. Equipment base is to be true and leveled.
5. Check equipment for soundness (without cracked or otherwise damaged parts) and correctness of setting and relative arrangement of various parts of system.
6. Inspect bearings, clean and remove foreign matter, and verify alignment.
7. Adjust clearances and torque.
8. Flush lubrication systems, dispose flushing oils and recharge lubrication system with lubricant recommended by manufacturer;
9. Flush fuel system and provide fuel for testing and start-up;
10. Install and adjust packing, mechanical seals, O-rings, and other seals;
11. Replace defective seals;
12. Remove temporary supports, bracing, or other foreign objects installed to prevent damage during shipment, storage and erection;
13. Check rotating machinery for correct direction of rotation and for freedom of moving parts before connecting driver;
14. Perform cold alignment and hot alignment to manufacturer’s tolerances;
15. Adjust V-belt tension and variable pitch sheaves;
16. Inspect hand and motorized valves for proper adjustment. Tighten packing glands to insure no leakage, but permit valve stems to rotate without galling.
Verify valve seats are positioned for proper flow direction;
17. Test piping for leaks. Tighten leaking flanges or replace flange gasket. Inspect screwed joints for leakage; and
18. Install gratings, safety chains, handrails, shaft guards, and sidewalks prior to operational testing.
Formatted: Not Highlight
Formatted: Not Highlight
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 7
C. Electrical Systems: As specified in Division 26, as modified for the Dewatering Project, and in the individual equipment specification sections, CONTRACTOR shall complete the following activities, unless CONTRACTOR’s ENGINEER approves conducting the activities as part of functional testing:
1. Perform insulation resistance tests on wiring except 120 volt lighting, wiring, and control wiring inside electrical panels;
2. Perform continuity tests on grounding systems;
3. Test and set switchgear and circuit breaker relays for proper operation;
4. Perform direct current (DC) high potential tests on all cables that will operate at more than 2,000 volts. Obtain the services of independent testing lab to perform tests; and
5. Test electrical equipment to assure that meter readings and specific electrical characteristics,
6. Check motors for actual full load amperage draw. Compare to nameplate value.
7. Verify drive rotation, equipment speed, control sequence, and other conditions are correct and will not cause damage.
D. Instrumentation Systems: As specified in Division 40, as modified for the Dewatering Project, and in the individual equipment specification sections, CONTRACTOR shall conduct the following activities, unless CONTRACTOR’s ENGINEER approves conducting the activities as part of functional testing:
1. Bench or field calibrate instruments and make required adjustments and control point settings;
2. Leak test pneumatic controls and instrument air piping; and
3. Energize transmitting and control signal systems, verify proper operation, ranges and settings.
4. Confirm monitoring, interlocks and manual control are operational
5. Test to assure that controls are operational in automatic and manual modes and that all local and remote control points are functional.
6. Confirm that all programming and setup and installation of Process Control Systems are complete.
7. Confirm that the wiring and support systems for equipment have been inspected and are completely operational.
E. HVAC systems: As specified in Divsions 23, as modified for the Dewatering Project, and in the individual equipment sections, CONTRACTOR shall complete the following activities, unless CONTRACTOR’s ENGINEER approves conducting the activities as part of functional testing:
D. CONTRACTOR shall:
9.1.Perform testing of heating, ventilating, and air conditioning (HVAC) equipment, balancing of distribution systems, and adjusting of ductwork accessories; and
10.2.Test hydronic systems.
E.F.CONTRACTOR shall complete the Installation/Start-Up Check out forms. Typical examples are included in Section 01 99 90 Reference Forms. Project specific DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 8
forms shall be developed by CONTRACTOR based on Reference Forms provided by the CITY. will be issued to the CONTRACTOR Project-specific forms shall be developed by the CONTRACTOR prior to Start-up and shall be reviewed by the CITY consistent with the provisions of Section 01 33 00, Submittal Procedures, as modified for the Dewatering Project. All parties are to complete and sign the respective forms. The forms presented are a minimum and additional forms will be provided as required by CONTRACTOR’s ENGINEER.
F.G.The CONTRACTOR and Vendor shall provide written documentation of all tests not covered by above Forms.
G.H.In addition to the test reports specified above, submit the Vendor’s representative’s signed report describing in detail the findings of the pre-startup (pre-functional testing) inspection, tests and adjustments made, quantitative results and suggestions for precautions to be taken for correct maintenance, if any, and a Vendor’s certificate stating that the installation of the equipment has been inspected, is installed in accordance with the instructions, has been started and adjusted as necessary and that the equipment is ready for operation and is in warranty condition.
1.08 FUNCTIONAL TESTING (START UP)
A. For each system, CONTRACTOR’s ENGINEER will authorize CONTRACTOR to initiate functional testing once that Preoperational Testing and Inspection has been completed and all the General Testing and Pre-operational Testing Requirements , Training and Start up Requirements have been completed.
B. Functional testing (start-up activities) performed by the CONTRACTOR shall be in addition to the requirements of shop, field, and other tests specified in the Amended and Restated Design-Build Contract Documents. Such tests shall demonstrate that the component equipment functions as an entire system in accordance with the design requirements.
C. CONTRACTOR shall provide testing that simulates the actual operating conditions. To the extent possible, 3 Water or Recycled reclaimed water shall be used for the testing of all liquid systems, except gaseous, oil, or chemical systems. Test media for these systems shall either be the intended fluid or a compatible substitute.
D. CONTRACTOR shall be required to operate system for three (3) continuous days starting on a Tuesday. Provide temporary pumps if required to complete the tasks. If the demonstartion is not successful, reschedule a new three (3) day test.
E.D.CONTRACTOR shall functionally test mechanical and electrical equipment, and instrumentation and controls systems for proper connection and operation after preoperational testing and inspection tasks have been completed.
F.E.CONTRACTOR shall demonstrate to CONTRACTOR’s ENGINEER proper rotation, alignment, speed, flow, pressure, vibration, sound (noise) level, adjustments, thrust restraint, and calibration. CONTRACTOR shall also perform initial checks and servicing in the presence of and with the assistance of the manufacturer’s representative.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 9
G.F.CONTRACTOR shall demonstrate to the CONTRACTOR’S ENGINEER proper operation of each instrument loop function including alarms, local and remote controls, instrumentation and other equipment functions. CONTRACTOR shall also generate signals with test equipment to simulate operating conditions in each control mode
H.G.CONTRACTOR shall immediately correct defects in material, workmanship, or equipment which became evident during functional test. CONTRACTOR shall perform additional testing required due to failure of materials or construction to meet specifications.
I.H. At the conclusion of the planned testing, CONTRACTOR shall prepare a written report on the system and equipment tested, certifying products have been properly installed and lubricated, are in accurate alignment, are free from undue stress imposed by connecting lines or anchor bolts, have been tested and proven consistent with the requirements of each specification section, have been satisfactorily operated under full load conditions, and have undergone satisfactory start-up.
J.I. Once each system meets the start up requirements specified above, such system shall be accepted by the CONTRACTOR’S ENGINEER as conforming for purposes of advancing to the operational testing phase (Commissioing).
1.09 OPERATIONAL TESTING (ACCEPTANCE TESTING OR COMMISSIONING) NOT USED . CONTRACTOR shall not commence operational testing until the proposed system/equipment has been approved by the ENGINEER as having satisfied Functional testing requirements as specified.
. CONTRACTOR shall complete operator training on all new equipment that are required to start up at the FACILITY prior to beginning of the operational testing.
CONTRACTOR shall follow approved operational plan and detailed procedures specified.
. Once all equipment and systems have been tested individually, the CONTRACTOR shall fill all systems except wastewater, scum, sludge, and other wastewaterderived systems with the intended process fluids. . During operational testing, the system must be operated continuously for the specified duration as a complete facility. Should the operation be halted for any reason related to the facilities constructed or the equipment furnished, the system commissioning program must be restarted and repeated until the specified continuous period has been accomplished without interruption. . ENGINEER CITY will provide operations staff, power, fuel, and other consumables for the duration of operational test.
. CONTRACTOR shall be available at all times during operational testing periods to provide immediate assistance in se of failure of any portion of the system being constructed.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 10
. CONTRACTOR shall immediately correct defects in material, workmanship, or equipment which became evident during operational test. . Operational testing of the system, the entire facility or any portion thereof shall be considered complete when, in opinion of the ENGINEER, the system, FACILITY or designated portion has operated in manner intended for 28 continuous days without significant interruption, unless otherwise agreed upon. Significant Interruption: May include any of the following events:
0. Failure of CONTRACTOR to provide and maintain qualified onsite startup personnel as scheduled.
0. Failure of any critical equipment or unit process that is not satisfactorily corrected within 6 hours after failure.
0. Failure of any noncritical equipment or unit process that is not satisfactorily corrected within 24 hours after failure.
. CONTRACTOR shall be available to repeat operational test when malfunctions or deficiencies cause shutdown or significant interruption of the test. . At the conclusion of the planned testing, CONTRACTOR shall prepare a report on the test results and shall indicate the systems and items of equipment tested.
1.231.10CERTIFICATE OF PROPER INSTALLATION (COPI)
A. Upon completion of the Functional Testing, CONTRACTOR shall furnish a written report (COPI) prepared and signed by the manufacturer’s authorized representative, certifying that equipment:
1. Has been properly installed, adjusted, aligned and lubricated (include form 43 05 11-A from previously submitted equipment product data);
2. Is free of any stresses imposed by connecting piping or anchor bolts;
3. Has been installed in a manner Is suitable for satisfactory full-time operation under full load conditions;
4. Operates within its design rating and is in warranty condition;
5.4.Controls, protective devices, instrumentation, and control panels furnished as part of the equipment package are properly installed, calibrated and functioning; and
6.5.Control logic for start-up, shutdown, sequencing, interlocks, and emergency shutdown have been tested and are properly functioning if controls furnished as part of the manufacturer’s equipment package.
1.241.11TRAINING OF PERSONNEL
A. All training shall meet established training outcomes and objectives.
1. Outcomes:
a. O&M staff shall have the information needed to safely operate, maintain, and repair the equipment and systems provided under this the Amended and Restated Design-Build Contract.
2. Objectives:
Formatted: Not Highlight
Formatted: Not Highlight
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 11
a. To instruct O&M personnel on how to properly operate, maintain and troubleshoot the equipment and systems provided under this the Amended and Restated Design-Build Contract.
b. To instruct O&M personnel in the removal, inspection, and cleaning of equipment and systems as needed.
c. Provide training that is tailored to the skills and job classifications of the staff attending the classes (e.g., superintendent, treatment operator, maintenance technician, electrician, etc.).
d. Provide supporting documentation, such as vendor operation and maintenance manuals.
B. Training plan:
1. CONTRACTOR shall coordinate and arrange for manufacturer’s representatives to provide both classroom-based learning and field (handson) training, based on training module content and stated learning objectives.
CONTRACTOR shall integrate training modules developed by vendors into an overall training program that will also address Project -wide operations and maintenance training. A training plan for the overall training program will be submitted to the CITY Training Coordinator for review at least 180 calendar days prior to the start of Functional Testing (Startup). [NTD: Walsh has proposed 60 days. Needs to be confirmed against overall timelines]
2. Classroom-based learning sessions shall be conducted at the location designated by the ENGINEERCITY.
3. Field training shall be conducted at the RWF FACILITY and shall include demonstrations for products, systems, and equipment herein and as specified in the CONTRACT Amended and Restated Design-Build Contract.
Documents.
4. Scope and sequence:
a. CONTRACTOR shall plan and schedule training in the correct sequence to provide prerequisite knowledge and skills to trainees.
b. CONTRACTOR shall describe recommended procedures to check/test equipment and systems following a corrective maintenance repair.
C. Scheduling:
1. Unless otherwise specifiedagreed to by the CITY, CONTRACTOR shall provide a minimum of two (2) training sessions for each type and size of equipment.
Each session shall be for a minimum of two (2) hours or as long as necessary to complete proper instruction. In addition CONTRACTOR shall provide a minimum of two (2) Project-wide operations and maintenance training related to system optimization, trouble-shooting, and overall system operation and maintenance. If Acceptance Testing results in the need for changes the Operations and Maintenance Manual, CONTACTOR shall also provide a supplemental training session following Acceptance Testing to recap any lessons learned during Acceptance Testing.
2. CONTRACTOR shall coordinate training sessions to prevent overlapping sessions and arrange sessions so that individual operators and maintenance technicians do not attend more than two (2) sessions per week.
3. CONTRACTOR shall attempt to schedule training sessions within the constraints of O&M staff’s schedule availability. CITY will work with the DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 12
CONTRACTOR to accommodate the training schedule within the constraints defined in this paragraph. Those who will participate in the training have existing full-time work assignments and training is an additional task; therefore, advanced scheduling is imperative. The RWF FACILITY is operated 24 hours a day, seven (7) days a week, 365 days a year. CONTRACTOR shall submit preliminary lesson plans to the CITY Training Coordinator prior to issuing a 30 day notice for training on each equipment package or system
4. Training sessions shall not overlap.
D. All training sessions shall be completed prior to Operational testing.
E.D.CONTRACTOR shall provide on-site demonstration of start-up, operations, control, adjustment, troubleshooting, service, shutdown, and maintenance training for items of mechanical, electrical, HVAC, and instrumentation equipment. Utilize manufacturer's field representatives who are knowledgeable of the products, equipment, and systems applicable to the requirements in the Amended and Restated Design-Build Contract Documents to conduct training sessions. The Engineer CITY may require alternate instructors should the ones provided lack adequate knowledge or instruction and demonstration skills.
F.E.CONTRACTOR shall provide Accepted (not Final Submittal) Operation and Maintenance Manual for specific pieces of equipment (Vendor Manuals) or systems 60 calendar days prior to training session for that piece of equipment or system.
G.F.CONTRACTOR shall satisfactorily complete installation of equipment and appurtenances, and initial start-up before beginning operator training. Operator training shall be conducted prior to Operational testingCity staff initiating its operation of Project equipment.
H.G.The CONTRACTOR shall digitally record all training sessions (including classroom and field) and answering periods. Video materials must be produced by a qualified, professional video production company, unless CONTRACTOR demonstrates satisfactorily skill of other personnel as acceptable to the ENGINEERCITY. CONTRACTOR shall provide two (2) complete sets of video materials fully indexed and cataloged with printed labels stating session content and dates recorded. Recording shall be in digital format and shall become the property of the ENGINEERCITY.
1. Audio quality shall not be degraded during the recording of the field sessions due to background noise, space, distance or other factors.
2. The CONTRACTOR shall provide a written release from all claims to the recorded training material produced.
3. Video files shall be on DVD-ROMflash drive, file format as specified in Section 01 78 23 – Operations and Maintenance DataManual.
I.H. The CONTRACTOR shall designate and provide one (1) or more persons to be responsible for coordinating and expediting his/her training duties (training coordinator). The person or persons so designated shall be present at all training coordination meetings with the O&M staff.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 13
J.I. The CONTRACTOR’s training coordinator shall facilitate the training periods with O&M personnel and manufacturer’s representatives.
1. At least 60 calendar days prior to Functional Testing (startup), CONTRACTOR’s training coordinator shall meet with the ENGINEER CITY to develop a list of personnel to be trained and to establish expected training outcomes and objectives.
2. CONTRACTOR’s training coordinator shall submit a detailed course outline 30 calendar days prior to first training session for ENGINEER’s CITY’s review and acceptance. The course outline shall include subject matter, length of classes, scheduling of dates and times of classes to accommodate the staff, and credentials of the equipment manufacturer representative who is to be the course instructor. This submittal shall include documentation detailing the instructor’s general knowledge of the material he or she will teach, education, and specific knowledge of the application of this equipment, and qualifications and history as an adult vocational instructor. Base classroom instruction on audience needs.
3. CONTRACTOR’s training coordinator shall provide handouts and presentation materials (lesson plans) for review and acceptance by the ENGINEER CITY 30 calendar days prior to each training session.
4. Detailed lesson plans shall include the information outlined below:
5. CONTRACTOR’s proposed lesson plans shall include the elements presented in the outlines of the instruction lesson plans herein for each craft. Specific components and procedures shall be identified in the proposed lesson plans.
6. CONTRACTOR’s proposed lesson plans should detail specific instruction topics. “Hands-on” demonstrations planned for the instructions shall be described in the lesson plans. Training aids to be utilized in the instruction shall be cross-referenced in the proposed lesson plans.
7. Training strategies such as planned whiteboard work, instructor questions, and discussion points or other planned classroom or field strategies shall be detailed in the proposed lesson plans.
8. Handouts for training shall be attached to the lesson plans, cross-referenced by section or topic in the lesson plans.
9. The CONTRACTOR shall indicate the duration of each training segment in the lesson plans.
K.J. The outlines of the Maintenance Instruction Lesson Plan shall include the following, as applicable to each craft:
1. Equipment operation for all crafts:
a. Describe equipment’s operating (process) function and system theory as well as emergency operating shut down procedures.
b. Describe equipment’s fundamental operating principles and dynamics. c. Identify equipment’s mechanical, electrical, and electronic components and features.
d. Identify all support equipment associated with the operation of subject equipment.
e. Detail the relationship of each piece of equipment or component to the subsystems, systems, and process related to this Pproject.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 14
f. Cite all hazards associated with the operations, exposure to chemicals associated with the component, or the waste stream handled by the component.
g. Specify the appropriate and safety precautions, equipment, and procedures to eliminate, reduce, or overcome these hazards.
2. Detailed component descriptions specific for Mechanical, HVAC, Instrumentation, and Electrical:
a. Describe Preventative Maintenance inspection procedures required to be performed by RWF FACILITY staff while the equipment is in operation following successful completion of the Acceptance Test, how to spot potential trouble symptoms (anticipate breakdowns), and forecast maintenance requirements (predictive maintenance).
b. Identify and describe in detail each component function. c. Where applicable, group relative components into subsystems. d. Identify and describe in detail equipment safety features, permissive and controls interlocks.
e. Review preventative maintenance frequency and task analysis table. f. Detail procedure for each PM activity to be performed weekly or less frequently.
g. Equipment troubleshooting specific for Mechanical, HVAC, Instrumentation, and Electrical:
1) Define recommended systematic troubleshooting procedures. 2) Provide component specific troubleshooting checklists. h. Equipment Corrective Maintenance specific for Mechanical, HVAC, Instrumentation, and Electrical:
1) Describe recommended equipment preparation requirements. 2) Identify and describe the use of any special tools required for maintenance of the equipment.
3) Describe component removal/installation and disassembly/assembly procedures for repairs.
4) Perform at least two “hands-on” demonstrations of common maintenance repairs. Additional demonstrations may be required by the Egineer.
5) Describe recommended measuring instruments and procedures, and provide instruction on interpreting alignment measurements, as appropriate.
6) Describe recommended procedures to check/test equipment following a corrective maintenance repair.
i. “Hands-on” instruction shall be conducted according to the following descriptions.
1) Course instructor shall present “hands-on” demonstrations of common corrective maintenance repairs for each group or craft. The manufacturer shall provide the tools and equipment to conduct the demonstrations. Requests for supplemental assistance and materials should be submitted with the CONTRACTOR’s proposed lesson plans.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 15
2) For those “hands-on” training situations where the RWF FACILITY’s operations or maintenance personnel will participate in disassembly or assembly of equipment, CONTRACTOR shall be responsible for such disassembly or assembly and, on completion of all “hands-on” training, shall provide written certification of proper equipment operation to ENGINEERCITY.
3) “Hands-on” training of operations personnel will cover proper startup, shutdown, and normal and alternative operating strategies. j. Following each training session, distribute class evaluation documents supplied by the ENGINEER CITY to determine overall effectiveness of the training. CONTRACTOR’s training coordinator shall return evaluation sheets to the ENGINEER CITY when session is completed. An example of an evaluation form is attached to the end of this Section. 1) Sessions judged “Unsatisfactory” by a majority of attendees shall be revised and conducted again until a satisfactory rating is achieved. k. At the conclusion of training, CONTRACTOR’s training coordinator shall submit an electronic and three (3) printed copies of the final lesson plans, , and handouts, plus two (2) copies of all other audio-visual aids utilized during each training course. Material shall be transmitted as one (1) final record submittal within 14 calendar days from the completion of training sessions.
PART 2 PRODUCTS
2.01 TRAINING MATERIALS
A. Specific, customized, and itemized lesson plans shall be prepared by CONTRACTOR prior to any training sessions. A draft of the training lesson plans and any books, modules, handouts, etc. to be used during the training sessions shall be submitted not less than 30 days before such training.
B. CONTRACTOR shall cause each manufacturer to produce an electronic narrated training module at each training session.
1. The module shall include, at a minimum:
a. All applicable technical information as described in the Instruction Lesson Plan outline.
b. Audio narration accompanied by a slide presentation and/or video recording. Narration should be clearly audible and provide a description of items viewed.
c. Demonstration video of installed equipment on-site.
d. High-quality color resolution in a digital format (AVI, MOV, or as approved by the ENGINEERCITY).
2. The module may be used by the CONTRACTOR to provide classroom instruction during the session training.
C. The outline of the Operations Instruction Lesson Plan for each training session shall include the following, as applicable:
1. Equipment operation:
a. Describe equipment’s operating (process) function and system theory.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 16
b. Describe equipment’s fundamental operating principles and dynamics. c. Identify equipment’s operating standards, characteristics, limiting conditions, and performance curves.
d. Identify equipment’s mechanical, electrical, and electronic components and features.
e. Identify all support equipment associated with the operation of subject equipment.
f. Detail the relationship of each piece of equipment or component to the subsystems, systems, and process related to this Pproject. g. Cite all hazards associated with the component, or the waste stream handled by the component.
h. Specify the appropriate and safety precautions, equipment, and procedures to eliminate, reduce, or overcome these hazards. i. Describe the emergency operating shutdown procedures.
2. Detailed component description:
a. Describe preventative maintenance procedures to perform an inspection of the equipment in operation, spot potential trouble symptoms (anticipate breakdowns), and forecast maintenance requirements (predictive maintenance).
1) Identify and describe in detail each component function. 2) Where applicable, group related components into subsystems. 3) Identify and describe in detail equipment safety features, permissive and controls interlocks.
4) Review preventative maintenance frequency and task analysis table. 5) Detail procedures for each PM activity to be performed weekly or less frequently.
3. Equipment controls:
a. Step-by-step procedures for starting, operating, and stopping equipment under the specified modes of operation.
b. Functional description and graphical representation of the control panel layout as specific to the ProjectROJECT.
c. Functional description and graphical representation of each Human Machine Interface (HMI) graphical display screen specific to the PROJECTroject.
4. Equipment troubleshooting:
a. Define recommended systematic troubleshooting procedures. b. Provide component specific troubleshooting checklists.
5. Equipment corrective maintenance:
a. Describe recommended equipment preparation requirements. b. Identify and describe the use of any special tools required for maintenance of the equipment.
c. Describe component removal/installation and disassembly/assembly procedures for specific repairs.
d. Perform “hands-on” demonstrations of common maintenance repairs.
Additional demonstrations may be required by the ENGINEERCITY.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 17
e. Describe recommended measuring instruments and procedures, and provide instruction on interpreting alignment measurements, as appropriate.
f. Describe recommended procedures to check/test equipment following a corrective maintenance repair.
D. A complete set of the training materials (including any books, handouts, PowerPoint® presentations, etc.) shall be provided by CONTRACTOR for each person to be trained. Each training session may have up to 15 O&M personnel.
E. Training sessions judged “Unsatisfactory” by a majority of attendees shall be revised and conducted again until a satisfactory rating is achieved PART 3 EXECUTION
3.01 RECORD KEEPING
A. CONTRACTOR shall provide an electronic copy of the complete training materials saved on a CD/DVD flash drive to the ENGINEERCITY, including, but not limited to:
1. Training modules;
2. Instruction Lesson Plan outlines; and
3. Additional handouts, slides, pictures, or other visual aids (i.e., Microsoft PowerPoint®, etc.) used during the training sessions.
B. Electronic training data shall comply with the labeling, formats, file saving, and file naming conventions and requirements in Section 01 78 23, O&M Manuals, as modified for the Dewatering Project..
C. CONTRACTOR shall provide the final record submittal within 30 calendar days of training per each manufacturer as a single transmittal.
PART 4 ADDITIONAL REQUIREMENTS
4.01 FACTORY TESTING OF CENTRIFUGES
A. As part of the centrifuge factory testing, each centrifuge shall be tested for noise and vibration.
B. When running at the nameplate speed equivalent to 2,700 g inside the bowl wall, each centrifuges shall produce an average noise level measured at 3 feet from the periphery of the complete centrifuge assembly of no more than 89 Aweighted decibels (dBA). Noise testing shall be conducted by a qualified third party with a single centrifuge in operation in accordance with American National Standards Institute (ANSI) S1.13 (Measurement of Sound Pressure Levels) on a sound level meter meeting at least the Type 2 requirements as set forth in ANSI S1.4-83 (Specification for Sound Level Meters), or any later revision thereof.
D. vVibration of centrifuges shall be below 0.45 inch per second root mean square (RMS) measured horizontally and vertically for all performance conditions at all times during factory testing when operating at maximum speed. Vibration shall DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 18
be measured in accordance with International Organization for Standardization (ISO) 10816 (Evaluation of Machine Vibration Standard), including applicable parts, or an equivalent standard accepted by the CITY.
END OF SECTION
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
CITY OF SAN JOSÉ
ENVIRONMENTAL SERVICES DEPT TESTING, TRAINING, AND FACILITY START-UP DIGESTED SLUDGE DEWATERING PROJECT PROJECT NUMBER: 7758 01 91 14 - 19
TESTING, TRAINING, AND FACILITY START-UP
ATTACHMENT 1
TRAINING EVALUATION FORM
EQUIPMENT ITEM: ____________________________________________________________ VENDOR/MANUFACTURER: ____________________________________________________ DATE: ____________ NAME OF REPRESENTATIVE: ________________________________ (Circle One)
1. Was representative prepared? Acceptable Unacceptable or N/A
2. Was an overview description presented? Acceptable Unacceptable or N/A
3. Were specific details presented for system
components?
Acceptable Unacceptable or N/A
4. Were alarm and shutdown conditions clearly
presented?
Acceptable Unacceptable or N/A
5. Were step-by-step procedures for starting,
stopping, and trouble-shooting presented?
Acceptable Unacceptable or N/A
6. Were routine/preventative maintenance
items clearly identified?
Acceptable Unacceptable or N/A
7. Was the lubrication schedule (if any)
discussed?
Acceptable Unacceptable or N/A
8. Was the representative able to answer all
questions?
Acceptable Unacceptable or N/A
9. Did the representative agree to research and
answer unanswered questions?
Acceptable Unacceptable or N/A
10. Comments:
________________________________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________
11. Overall Rating: Satisfactory Unsatisfactory
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
ATTACHMENT 9B
DESIGN-BUILDER’S TRAINING PLAN
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
(This Page Intentionally Left Blank)
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 9
Dewatering Facility at the San Jose- Attachment 9B
Santa Clara Regional Wastewater Facility Design-Builder’s Training Plan 3643403.6 042907 CTR
ATTACHMENT 9B
DESIGN-BUILDER’S TRAINING PLAN
The attached preliminary Training Plan was included with the Design-Builder’s Definitive Project Submittal (DPS) and will continue to be expanded on and revised in accordance with the requirements of this Amended and Restated Design-Build Contract. [ATTACHED]
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
Digested Sludge Dewatering Facility 60% Submittal
Training Plan
June 17, 2021
Prepared By:
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 60% Design Submission
City of San Jose – Digested Sludge Dewatering Facility
Digested Sludge Dewatering Facility 60% Submittal
Training Plan
June 17, 2021
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 1 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Digested Sludge Dewatering Facility
Training Plan
Client’s name: City of San Jose
Project name:
San Jose-Santa Clara WRF
Digested Sludge Dewatering Facility
Client’s contract
no:
403546 Project No. 403546
Site location: San Jose, California
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 2 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Plan Issue No. Date Prepared by Checked by
1 6/17/2021 J. Long M. Wilson
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 3 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Contents
TRAINING PLAN SUMMARY.............................................................................................4 Training Approach.........................................................................................................4 Training Objectives: ......................................................................................................5 TRAINING OVERVIEW .......................................................................................................5 Vendor Training ............................................................................................................5 Process Training ............................................................................................................8 Training Schedule..........................................................................................................9 TRAINING MATERIALS....................................................................................................10 COURSE EVALUATION QUESTIONNAIRE..................................................................10 APPENDIX A: LESSON PLANS.........................................................................................11 APPENDIX B: TRAINING PACKAGES ...........................................................................15 DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 4 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Training Plan Summary
This Training Plan has been produced for the City of San Jose for training to be provided when the Digested Sludge Dewatering Facility (DSDF) moves from construction to the commissioning phase. This plan is designed to meet the requirements of Specification Section 01 91 14 - Testing, Training, and Facility Start-up with respect to the training requirements for the new processes under the DSDF. Each training session may have up to 15 O&M personnel.
The plan is dynamic in nature and will be updated throughout the project. At the completion of Acceptance testing the plan will include appendices for each of the training sessions including lesson plans, course evaluations and handout materials.
Training Approach
Training shall be presented in four different sessions as discussed below. • Orientation Training provides an overview of the project, operating philosophies and a discussion of O&M staff expectations for the remainder of the project.
O&M staff includes persons identified by SJ-SCRWF that may benefit from the training and is appropriate for managers, operators, maintenance personnel, laboratory technicians, process engineers, engineers, instrumentation and controls technicians, electricians and interns. The training is scheduled one year prior to projected start-up to provide a high level look at the project. • Vendor Training is delivered by the manufacturer’s representatives during Functional Testing. The training includes both classroom-based learning and field (hands-on) training focusing on equipment operation and maintenance. This training is appropriate for persons identified by SJ-SCRWF that are responsible for maintaining the DSDF including, but not limited to, operators, maintenance personnel, process engineers, engineers, instrumentation and controls technicians, electricians and interns.
• Process Control Training focuses on an integrated perspective of the dewatering operation, process control and the system operation from process experts. This training is held at the end of functional testing and prior to Acceptance Testing.
This training is appropriate for persons making day to day decisions on process operation including but not limited to managers, operators, laboratory DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 5 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan technicians, process engineers, engineers, instrumentation and controls technicians. Copies of the Training will be provided in Appendix E. • On-the-Job Training occurs during the Acceptance Test and takes advantage of real time dewatering operations and teachable moments. This type of training is unstructured and offers staff the opportunity to learn from the designer, the Contractor and the equipment vendors. This training is appropriate for persons involved in operating and maintaining the DSDF including, but not limited to operators, maintenance personnel, laboratory technicians, process engineers, engineers, instrumentation and controls technicians, electricians and interns.
Training Objectives:
At the end of the Digested Sludge Dewatering Facility (DSDF) training series the O&M personnel will
• know how to properly operate, maintain and troubleshoot the equipment and systems.
• know how to remove, inspect, and clean equipment and systems. • have the supporting documentation, such as vendor operation and maintenance manuals to operate and maintain the facility.
Training Overview
Vendor Training
Vendor equipment training will be conducted by the equipment suppliers during Functional Testing. The equipment will be operational such that the Vendors can demonstrate proper operation and maintenance for training purposes. This training will be hands-on and equipment-focused.
The training sessions will cover the content as documented in Specification Section 01 91 14 and Appendix 9. A matrix of the vendor training is presented in Table 1. Separate training sessions will be held for Operations (Ops), Maintenance and HVAC (Maint) , Electrical and Instrumentation and Controls (E & I) staff.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 6 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Table 1: Vendor Equipment Training Matrix
Spec. Title Ops Maint E & I
Duration
hours
08 33 23 Overhead Coiling Doors X 4
08 33 13 Overhead Rapid Coiling Doors X
4 21 13 00 Fire Suppression Sprinkler System X X
4 22 13 29.16 Submersible Sump And Sewage Pumps X X X
4 23 00 00 Heating , Ventilating and Air Conditioning X X X 4 23 09 11 Building Systems Controls X X X
4 23 50 13 Heating System Equipment X X X
4 23 70 00 Refrigeration Systems X X X
4 26 12 19
Pad-Mounted, Liquid-Filled, MediumVoltage Transformers X4 26 13 16
Medium-Voltage Fusible Interrupter
Switchgear X
4 26 23 00 Low-Voltage Switchgear X
4 26 24 23 600 Volt Class Motor Control Centers X
4 26 29 24 Adjustable Frequency Drives X X
4 33 14 33
Packaged Air Gap and Booster Pumps
Station X X X
4 40 61 11
Instrumentation and Control System -
Instrument Control System X X
16 40 61 11
Instrumentation and Control System -
Software: Operator - Pre-Installation X
8 40 61 11
Instrumentation and Control System -
Software: Operator - Post Installation X
8 40 61 11
Instrumentation and Control System -
Software: Programmer - HMI X
16 40 61 11
Instrumentation and Control System -
Software: Programmer (PLC) X
8 40 61 11
Instrumentation and Control System -
Networking X
8 40 61 11
Instrumentation and Control System -
Supplemental X
24 41 22 13.13 Bridge Cranes X X
4 41 12 13.36 Screw Conveyors X X X
4 41 22 13.13 Bridge Cranes X X X
4 43 11 21 Odor Control Fans X X X
4 43 12 32
Compressed Air Equipment – Base
Mounted X X X 4
43 13 46 Gas Control and Safety Equipment X X
4 43 22 10 Horizontal End Suction Chopper Pumps X X X
4 DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
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Issue no. 1 Page 7 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Table 1: Vendor Equipment Training Matrix
Spec. Title Ops Maint E & I
Duration
hours
43 23 13
Horizontal Recessed Impeller Centrifugal
Pumps X X X 4
43 23 13.14
Horizontal Helical Screw Centrifugal
Pumps X X X 4
43 23 57 Progressing Cavity Pumps X X X
4 43 23 31.17 Vertical End Suction Centrifugal Pumps X X X 4 43 41 45.13 FRP Chemical Storage Tanks X X
4 44 41 11 Truck Scale X X X
4 46 09 06 Live Bottom Bins X X X
4 46 33 33 Polymer Feed Equipment X X X
4 46 41 21 Pumped Mixing Equipment X X X
8 46 60 29 Grinders X X X
4 46 76 33 Dewatering Centrifuges X X X
16 DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 8 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Process Training
Process training is a combination of classroom training supplemented with on-site familiarization for Operations. This training is essential in gaining in-depth knowledge of the DSDF and building confidence in its operation and maintenance. The training is appropriate for Operators, process control engineers, and Supervisors. Process training occurs in three parts Orientation, Process Control, and On-the-Job training. • Orientation training provides a high-level introduction to the DSDF and each of the processes.
• Process Control training is designed to explain the function of all items of equipment in manual and automatic modes. The training sessions will also address routine preventive maintenance, inspection and lubrication procedures, intervals, and other pertinent information related to the equipment. Each session will highlight the safety aspects of equipment and processes including specific control related safety measures designed into the facility. • On-the-Job Training takes place during Acceptance Testing. The training occurs during full plant operation and is opportunistic in nature. OTJ is a technique wherein the O&M staff is given the instruction to perform their jobs while working in the facility. During that time Operators will practice the knowledge they gained in orientation, vendor and process control training to perform a specific task. Activities will include, but not limited to process pre-start checks, start-up, shutdown and process troubleshooting of the polymer, dewatering and truck loading system.
Process training covers a range of topics with a focus on systems theory, sequence of operations, component and functional descriptions, standard operating procedures and safety. This training builds on information presented in the equipment vendors training sessions. This training will be conducted in a classroom setting at the SJSCRWF by the W\BV’s experts for each respective topic.
Process training modules are identified in Table 2 and include the duration of each.
Engagement, discussion, and real-time feedback are encouraged during each training module. A hard copy of each training module will be distributed to the participants.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 9 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Table 2: Integrated Process Training Schedule
Training
Session Title
Duration
hrs
1 Project Orientation 1
2 Digested Sludge Transfer and Storage Systems Overview 2 3 Dewatering Facility Overview 2
4 Dewatering Centrifuge Overview (Centrifuge Feed, Polymer, Centrifuge, Cake Transfer)
2 5 Truck Loading System Overview 2
6 Support Systems Overview (Centrate, Stormwater, Compressed Air, and Odor Control Systems)
2 7 Digested Sludge Transfer and Storage Systems Process Control 4 8 Dewatering Centrifuge Process Control (Centrifuge Feed, Polymer, Centrifuge, Cake Transfer)
4 9 Truck Loading System Process Control 4
10 Support Systems Process Control (Centrate, Stormwater, Compressed Air, and Odor Control Systems)
4 11 Catchup 4
Course questionnaires will be used to evaluate the effectiveness of the training and identify any additional sessions that may be required.
All personnel attending the training sessions must bring standard personal protection equipment — including high-visibility vest or jacket, gloves, hardhat, and safety boots – as required by SJSCRWF.
Training Schedule
Each training session shall be delivered twice for a minimum of two hours. The duration of each session is intended to present the necessary information within a time reasonable and in consideration of the O&M staff’s schedule and other duties. The sessions will not overlap and are arranged such that individual participants do not attend more than two (2) sessions per week.
Preliminary lesson plans will be submitted to the SJSCRWF Training Coordinator prior to issuing a 30-day notice for training on each training session.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
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Issue no. 1 Page 10 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Training Materials
A course outline for each training topic shall be submitted to SJSCRWF for review at least 30 days prior to the first training session. A list of lesson plans, templates and example lesson plans are provided in Appendix A. The handouts are intended to be presented during the training session and include the course outline. Copies of the training will be provided in Appendix B.
Each training course, including classroom, field, and question and answer periods, shall be digitally recorded and presented to SJSCRWF when all training has been delivered.
The digital recordings may be used in the future for providing refresher training, or training to new staff.
Course Evaluation Questionnaire
A Coarse Evaluation Questionnaire will be prepared for each training session to solicit feedback from class attendees. The questionnaire template and examples are provided in Appendix C. The objective of the evaluation is to assure than the training session attendees feel satisfied with the effectiveness of the information presented during the session such that they are confident operating the new DSDF systems and equipment.
Any training session rated “Unsatisfactory” by most attendees shall be revised and conducted again until a satisfactory rating is achieved.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 11 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Appendix A: Lesson Plans
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 12 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Vendor Lesson Plans
1. Overhead Coiling Doors
2. Overhead Rapid Coiling Doors
3. Fire Suppression Sprinkler System
4. Submersible Sump and Sewage Pumps
5. Heating, Ventilating and Air Conditioning
6. Building Systems Controls
7. Heating System Equipment
8. Refrigeration Systems
9. Pad-Mounted, Liquid-Filled, Medium-Voltage Transformers
10. Medium-Voltage Fusible Interrupter Switchgear
11. Low-Voltage Switchgear
12. 600 Volt Class Motor Control Centers
13. Adjustable Frequency Drives.docx
14. Packaged Air Gap and Booster Pumps Station
15. Instrumentation and Control System - Instrument Control System
16. Instrumentation and Control System - Software: Operator - Pre-Installation
17. Instrumentation and Control System - Software: Operator - Post Installation
18. Instrumentation and Control System - Software: Programmer - HMI
19. Instrumentation and Control System - Software: Programmer (PLC)
20. Instrumentation and Control System - Networking
21. Instrumentation and Control System - Supplemental
22. Bridge Cranes
23. Screw Conveyors
24. Odor Control Fans
25. Air Compressor
26. Gas Control and Safety Equipment
27. Chopper Horizontal End Suction Pumps
28. Horizontal End Suction Pumps - Digested Sludge Transfer Pumps
29. Horizontal Helical Screw Centrifugal Pumps - Digested Sludge Transport Pumps
30. Progressing Cavity Pumps - Centrifuge Feed Pumps
31. Vertical End Suction Centrifugal Pumps – Centrate Pumps
32. FRP Chemical Storage Tanks
33. Truck Scale
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 13 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan
34. Live Bottom Bins
35. Polymer Feed Equipment
36. Pumped Mixing Equipment
37. Grinders
38. Dewatering Centrifuges
Integrated Process Training
1. Project Orientation
2. Dewatering Facility Overview
3. Digested Sludge Transfer and Storage Systems Overview
4. Dewatering Centrifuge Overview (Centrifuge Feed, Polymer, Centrifuge, Cake Transfer)
5. Truck Loading System Overview
6. Support System Overview (Centrate Stormwater, Compressed Air and Odor Control Systems)
7. Digested Sludge Transfer and Storage Systems Process Control
8. Dewatering Centrifuge Process Control (Centrifuge Feed, Polymer, Centrifuge, Cake Transfer)
9. Truck Loading System Process Control
10. Support System Process Control (Centrate Stormwater, Compressed Air and Odor Control Systems)
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 14 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Project Orientation Training Session Lesson Plan [Example] Purpose: Familiarize the Student with the DSDF Project.
Recommended Session Duration: 1 hour
Instructor:
• Jorj Long, Black & Veatch
Learning Objectives:
• Orient student to DSDF Project
• Understand the responsibilities of O&M in the delivery of the DSDF Project.
Required Materials: Safety Glasses, Leather Work Gloves, Safety Vest, Hard Hat Digested Sludge Dewatering Facility Training
Time Description Instructor Activity
Classroom Activities
5 minutes Introductions & Training Objectives Distribute handouts. 5 minutes DSDF Project
10 minutes Facility Layout – Model Walkthrough
10 minutes Process Flow Description
10 minutes Process Areas
10 minutes Support Systems
5 minutes O&M Look Ahead – O&M Responsibilities
5 minutes Wrap Up
References: DSDF construction drawings and BIM Model.
Training Aids: Handouts
Training Room Setup Requirements: Computer Projector, Internet Access Performance / Evaluation Techniques: The Student shall be able to:
1. Identify Dewatering process areas.
2. Understand the SJSCRWF roles and responsibilities during balance of the project.
3. Beginning planning for assuming operation and maintenance of the DSDF.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 15 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Appendix B: Training Packages
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 16 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Appendix B1: Vendor Training Packages
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 17 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Appendix B2: Orientation Training Package
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 18 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Appendix B3: Process Control Training Packages
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 19 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Appendix C: Coarse Evaluation Questionnaires
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Digested Sludge Dewatering Facility Training Plan
San Jose-Santa Clara Regional Wastewater
Facility
Issue no. 1 Page 20 of 20
© Black & Veatch. All rights reserved. Digested Sludge Dewatering Facility Training Plan Process Training Session 1: DSDF Orientation Class Evaluation [Example] Name: ____________________ Date: ____________________
Training Session (select one)
2/7/2022 07:30 2/18/2022 07:30
Trainers Names: Jorj Long, FBV
FBV is interested in your assessment of the DSDF training. Please complete the form below. For each statement presented, check if you agree or disagree using a rating scale from “1” to “5”. A rating of “1” indicates that you strongly disagree with a statement; a “5” indicates that you strongly agree; a “3” indicates that you neither agree nor disagree with a statement.
Question Rating
The Instructors were knowledgeable about the subject. 1 2 3 4 5 The Instructor’s answers to questions were helpful. 1 2 3 4 5 I can identify the systems that make up the DSDF. 1 2 3 4 5 I know what the role of Operations is during Functional and Acceptance Testing.
1 2 3 4 5
The handouts were adequate and thorough. 1 2 3 4 5 Comments
List one thing that you like about the Instructors.
List one thing that could be improved about the class.
What do you remember most about the training?
Is there anything else that you would like to comment
on?
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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ATTACHMENT 9C
PRELIMINARY OUTLINE OF COMMISSIONING AND ACCEPTANCE TEST PLAN DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Appendix 9
City of San Jose Attachment 9C
Dewatering Facility at the San Jose- Preliminary Outline of Commissioning Santa Clara Regional Wastewater Facility and Acceptance Test Plan A9C-1
3643403.6 042907 CTR
ATTACHMENT 9C
PRELIMINARY OUTLINE OF COMMISSIONING AND ACCEPTANCE TEST PLAN The attached Commissioning and Acceptance Testing Plan Schematic was included with the Design-Builder’s Definitive Project Submittal (DPS). It will continue to be refined and expanded upon as the Design-Builder develops the Commissioning and Acceptance Test Plan required by this Amended and Restated Design-Build Contract.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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APPENDIX 10
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APPENDIX 10
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APPENDIX 11
TRANSITION SERVICES
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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City of San Jose
Dewatering Facility at the San Jose- Appendix 11
Santa Clara Regional Wastewater Facility Transition Services A11-1
3643403.6 042907 CTR
APPENDIX 11
TRANSITION SERVICES
11.1 PURPOSE
This Appendix outlines the types of services that may be requested by the City with respect to the Transition Services for the Project. The City has established a Transition Services Not-toExceed Amount for the Transition Services, as specified in subsection 11.2(B) (Transition Service Not-to-Exceed Amount) of this Amended and Restated Design-Build Contract. Specific scope will be determined and directed by the City through the issuance of Transition Services Task Orders in accordance Section 11.1 (Transition Services) of this Amended and Restated Design-Build Contract and may include on-call services, periodic services, general support and/or oversight.
11.2 CITY OPERATION OF THE DEWATERING FACILITY
The City will be fully responsible for operating, maintaining and managing the Dewatering Facility upon the Project achieving Acceptance, and shall have authority over all Dewatering Facility operations, maintenance and management decisions during the Transition Period. The City shall coordinate with the Design-Builder’s Transition Coordinator on a continuous basis throughout the Transition Period in connection with the Transition Services.
11.3 DESIGN-BUILDER RESPONSIBILITIES GENERALLY
11.3.1 Transition Services Standards
The Design-Builder shall perform the Transition Services in accordance with all applicable Contract Standards to enable the City to operate, maintain and manage the Dewatering Facility during the Transition Period in accordance with Good Operating Practice.
11.3.2 Transition Coordinator
The Design-Builder shall designate an individual to serve as the Transition Coordinator during the Transition Period. This individual shall be named in APPENDIX 13 (Key Personnel and Approved Subcontractors).
11.3.3 Additional Transition Services Personnel
If the Design-Builder requires additional Transition Services personnel, including specialists and staff, and such personnel are not listed in APPENDIX 13 (Key Personnel and Approved Subcontractors) or Attachment 11A (Approved Billing Rates) hereof, the Design-Builder may provide additional Transition Services personnel as needed, subject to the approval of the City DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 11
Santa Clara Regional Wastewater Facility Transition Services A11-2
3643403.6 042907 CTR
and agreement to such personnel’s hourly rates. All Transition Services personnel will be subject to a City security and background check. The Design-Builder shall replace the Transition Services personnel at the reasonable request of the City if the associated background check indicates any security concern.
11.3.4 Access to the Dewatering Facility
The Transition Coordinator and all other Transition Services personnel shall have access to the Dewatering Facility during the Transition Period for the purpose of performing the Transition Services. The City shall provide such individuals, as necessary, with keys or passwords, as applicable, for the Dewatering Facility or structures comprising the Dewatering Facility in accordance with the City’s physical security plan and key control program. The Design-Builder shall ensure that all Transition Services personnel comply with the City’s operating and safety procedures and rules, and will not interfere with the City’s operations of the Dewatering Facility.
11.3.5 Access to Data and Records
The Transition Coordinator and other designated Transition Services personnel shall have real time, continuous computer access to the records and data maintained pursuant to Section
5.6.3 (Operations and Maintenance Records) of APPENDIX 5 (General Design-Build Work Requirements), including hard copy reproduction capability.
11.4 TRANSITION SERVICES
11.4.1 Nature of the Transition Services
The Design-Builder, through the Transition Coordinator and other designated Transition Services personnel, shall perform Transition Services only upon the issuance by the City Contract Representative or their designee of a Transition Services Task Order. The scope and price for each Task Order shall be negotiated between the City and the Design-Builder provided that no Task Order may be issued if it results in a price for the Transition Services exceeding the Transition Services Not-to-Exceed Amount. In no event shall the Design-Builder be entitled to compensation for the performance of a specific Transition Services Task prior to the issuance by the City Contract Representative or their designee of a Transition Services Task Order for that Transition Services Task.
Transition Services may include any of the following, subject to the budget limitations stated above:
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 11
Santa Clara Regional Wastewater Facility Transition Services A11-3
3643403.6 042907 CTR
(a) Provide updates to the final Operations and Maintenance Manual based on a designated number of months observation and monitoring; (b) Monitor the City’s operation and maintenance (O&M) of the Dewatering Facility and provide advice and consultation to the City, as necessary, to optimize system performance;
(c) Support the implementation of the Computerized Management Maintenance System (CMMS) for the Dewatering Facility;
(d) Assist and advise the City in implementing the Operations and Maintenance Manual, manufacturer’s standard factory O&M manuals, the CMMS Plan and the Training Plan;
(e) Prepare updates as necessary to manufacturer’s standard factory O&M manuals and training documents;
(f) Assist and advise the City in implementing O&M practices that will support the Project’s continued compliance with permits and with ongoing achievement of the Minimum Performance Standards;
(g) Assist and advise the City in the administration of equipment warranties and claims;
(h) In the event of a failure of the Dewatering Facility to meet the Minimum Performance Standards during the Transition Period, the Transition Coordinator shall immediately (within 2 business days) provide troubleshooting and recommendations to the City for the implementation of changes to the operations, maintenance and management practices that are necessary under Good Operating Practice to support ongoing attainment of the Minimum Performance Standards;
(i) Provide operational support, including factory or vendor technical support to facilitate operation, preventative maintenance, or equipment and training for City staff;
(j) Provide engineering and technical support including factory or vendor technical support to provide post acceptance “tuning” of the dewatering centrifuges, polymer blend units, or other equipment;
(k) Provide support for reporting and Transition Services administrative efforts; (l) Provide updates to the Standard Operating Procedures (SOPs) and Standard Maintenance Procedures (SMPs) based on 6 months observation and monitoring; and
(m) Support Project closeout activities with O&M.
11.4.2 Additional Transition Services
The City and the Design-Builder may agree to additional Transition Services beyond what is set forth in Section 11.4.1 (Nature of the Transition Services) of this Appendix. Any such additions DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose
Dewatering Facility at the San Jose- Appendix 11
Santa Clara Regional Wastewater Facility Transition Services A11-4
3643403.6 042907 CTR
shall be set forth in a Contract Administration Memorandum, Transition Services Task Order, Change Order or Contract Amendment, as applicable, entered into by the parties.
11.5 COST AND PAYMENT RESPONSIBILITIES
The City shall:
(a) Bear the cost and expense of operating, maintaining and managing the Dewatering Facility through the Transition Period, including payment of City staff; and
(b) Pay the Transition Services Fee to the Design-Builder in accordance with this Amended and Restated Design-Build Contract.
11.6 NO LIMITATION ON OTHER POST-ACCEPTANCE OBLIGATIONS The Design-Builder shall perform all work identified in this Amended and Restated DesignBuild Contract, including APPENDIX 5 (General Design-Build Work Requirements) and APPENDIX 9 (Commissioning and Acceptance), as required to be performed by the DesignBuilder following the Acceptance Date. Nothing set forth in this Appendix shall act as a limitation on any such obligations of the Design-Builder.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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ATTACHMENT 11A
APPROVED BILLING RATES
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 11
Dewatering Facility at the San Jose- Attachment 11A
Santa Clara Regional Wastewater Facility Approved Billing Rates A11A-1
3643403.6 042907 CTR
ATTACHMENT 11A
APPROVED BILLING RATES
Schedules of hourly billing rates of Design-Builder and Subcontractor personnel that have been approved by the City for performance of the Transition Services as of the Acceptance Date are set forth below.
1. Design-Builder Personnel:
Table 11-1
Design-Builder Personnel
Staff Member: Hourly Rate:
Jonathan Keaney 3.0 x Raw Labor Rate (Described Below)
[_____] 3.0 x Raw Labor Rate
[_____] 3.0 x Raw Labor Rate
[_____] 3.0 x Raw Labor Rate
[_____] 3.0 x Raw Labor Rate
[_____] 3.0 x Raw Labor Rate
[_____] 3.0 x Raw Labor Rate
[Note: The table above will be completed by the parties prior to the Acceptance Date and reflected in a Contract Administration Memorandum.]
The parties acknowledge and agree that all hourly billing rates for all Design-Builder personnel performing Transition Services shall be calculated by multiplying the raw labor rate (described below) of each such employee by 3.0. The Design-Builder employees identified above have been approved by the City for performance of Transition Services. Additional Design-Builder personnel performing Transition Services that are not identified above or in APPENDIX 13 (Key Personnel and Approved Subcontractors) shall be subject to the approval of the City and reflected in a Transition Services Task Order or Contract Administration Memorandum, as applicable.
For purposes of determining hourly billing rates of salaried Design-Builder personnel, the raw labor rate shall be determined by dividing (a) the individual employee’s annual base salary, without considering any additional forms of compensation (e.g., stock, bonuses, etc.), by (b) 2,080 hours per year. At the time of the initial determination and any subsequent adjustment of hourly billing rates for Design-Builder personnel performing Transition Services, and upon the request of the City, the Design-Builder shall provide the information described in clause (a) of this paragraph and support the Design-Builder’s calculation of all applicable hourly billing rates.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 11
Dewatering Facility at the San Jose- Attachment 11A
Santa Clara Regional Wastewater Facility Approved Billing Rates A11A-2
3643403.6 042907 CTR
For purposes of determining the hourly billing rates payable by the City hereunder, the raw labor rate for any Design-Builder employee performing Transition Services may be increased one time each calendar year to reflect changes in salaries but such increase may not exceed 3% in any annual period unless approved by the City. The parties further acknowledge and agree that there is a maximum hourly rate cap and a minimum hourly rate for Design-Builder personnel performing Transition Services, as set forth in Table 11-2 below.
Table 11-2
Design-Builder Personnel
Minimum and Maximum Hourly Rates
Minimum Hourly Rate: Maximum Hourly Rate:
[_____] [_____]
[Note: The table above will be completed by the parties prior to the Acceptance Date and reflected in a Contract Administration Memorandum.]
2. Subcontractor Personnel:
Table 11-3
Subcontractor Personnel
Staff Member: Subcontractor: Rate:
[_____] [_____] [_____]
[Note: The table above will be completed by the parties prior to the Acceptance Date and reflected in a Contract Administration Memorandum.]
The parties acknowledge and agree that the Design-Builder shall be entitled to a 13.5% markup that shall be applied to the cost of all Subcontractor personnel that perform Transition Services based on the hourly billing rates set forth above. The 13.5% mark-up payable to the Design-Builder is an amount attributable to profit, risk and general and indirect overhead in connection with Subcontractor performance of any Transition Services. The Subcontractor personnel identified above have been approved by the City for performance of Transition Services. Additional Subcontractor personnel performing Transition Services that are not identified above or in APPENDIX 13 (Key Personnel and Approved Subcontractors) shall be subject to the approval of the City and reflected in a Transition Services Task Order or Contract Administration Memorandum, as applicable.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
City of San Jose Appendix 11
Dewatering Facility at the San Jose- Attachment 11A
Santa Clara Regional Wastewater Facility Approved Billing Rates A11A-3
3643403.6 042907 CTR
3. Expenses:
The Design-Builder shall be reimbursed for the reasonable and necessary out‐of‐pocket expenses to the extent such costs are (i) necessarily and reasonably incurred by the DesignBuilder in the reasonable opinion of the City Contract Representative, and (ii) actually paid by the Design-Builder in its performance of the Transition Services.
Subject to Section 3.1 (Travel Expenses) below, travel-related expenses will be reimbursable in accordance with the CIP Consultant Travel Policy with the written pre-authorization of the City Contract Representative. The Design-Builder acknowledges that it has received a copy of the CIP Consultant Travel Policy and is familiar with its terms.
The following expenses are not reimbursable and shall not be incorporated into any invoice amounts submitted to the City:
Alcoholic beverages;
Meals and incidentals for Design-Builder and Subcontractor personnel staff, except in accordance with Section 3.1 (Travel Expenses) below; and Entertainment.
3.1 Travel Expenses.
All travel expenses must be consistent with the CIP Consultant Travel Policy. Design-Builder or Subcontractor personnel staff who are required to travel to and from a non-City location for a direct Project-related purpose (“Direct Project-Related Travel”) (e.g., workshop at thirdparty consultant office, site tour of another wastewater facility, witness testing of equipment) shall be eligible for reimbursement of travel expenses consistent with the CIP Consultant Travel Policy.
The CIP Consultant Travel Policy does not authorize the City to reimburse the Design-Builder for the costs staff incur to commute to the Dewatering Facility. Commuting expenses shall be subject to reimbursement in accordance with the following:
Allowable Commuting Expenses: For staff whose home office location is more than 60 miles from the Dewatering Facility, the following shall apply:
Airfare: Airfare shall not be reimbursable for staff except for Direct ProjectRelated Travel. Transportation: Ground transportation costs shall be subject to reimbursement for travel between an employee’s home office location and the Dewatering Facility.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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Private vehicle mileage shall be subject to reimbursement for travel between an employee’s home office location and the Dewatering Facility. No other transportation expenses are eligible for reimbursement, except for Direct ProjectRelated Travel. Lodging: Lodging expenses shall be subject to reimbursement up to the GSA rate for the Sunnyvale / Palo Alto / San Jose area (excluding lodging taxes). Meals and incidentals: Meals and incidentals shall not be reimbursable for staff except for Direct Project-Related Travel.
Parking: Parking expenses for ground transportation shall be subject to reimbursement for travel between an employee’s home office location and the Dewatering Facility. No other parking expenses are eligible for staff except for Direct Project-Related Travel.
Commuting expenses are subject to the limitations and requirements contained in the CIP Consultant Travel Policy, as applicable.
Unallowable Commuting Expenses: For staff whose home office location is less than 60 miles from the Dewatering Facility, no travel reimbursement shall be allowed except for Direct Project-Related Travel.
3.2 Allowable Mark-up for Expenses.
The parties acknowledge and agree that, except for travel expenses, the Design-Builder shall be entitled to a 13.5% mark-up that shall be applied to the reimbursable expenses incurred and paid by the Design-Builder. The 13.5% mark-up payable to the Design-Builder is an amount attributable to profit, risk and general and indirect overhead in connection such expenses. The Design-Builder shall not be entitled to any mark-up for any travel expenses.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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ATTACHMENT 11B
TRANSITION SERVICES INSURANCE REQUIREMENTS
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ATTACHMENT 11B
TRANSITION SERVICES INSURANCE REQUIREMENTS
The Design-Builder, at the Design-Builder’s sole cost and expense, shall procure and maintain for the duration of the Transition Period insurance against claims for injuries to persons or damages to property which may arise from, or in connection with, the performance of the Transition Services by the Design-Builder, its agents, representatives, employees or Subcontractors.
A. Minimum Scope of Insurance
Coverage shall be at least as broad as:
1. The coverage provided by Insurance Services Office Commercial General Liability coverage (“occurrence”) Form Number CG 0001;
2. The coverage provided by Insurance Services Office Form Number CA 0001 covering Automobile Liability. Coverage shall be included for all owned, non-owned and hired automobiles;
3. Workers’ Compensation insurance as required by the California Labor Code and Employers Liability insurance; and
4. Professional Liability Errors and Omissions insurance for all professional services rendered.
There shall be no endorsement reducing the scope of coverage required above unless approved by the City’s Risk Manager.
B. Minimum Limits of Insurance
The Design-Builder shall maintain limits no less than:
1. Commercial General Liability: $1,000,000 per occurrence for bodily injury, personal injury and property damage. If Commercial Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit;
2. Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage;
3. Workers’ Compensation and Employers Liability: Workers’ Compensation limits as required by the California Labor Code and Employers Liability limits of $1,000,000 per accident; and
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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4. Professional Liability Errors and Omissions: $2,000,000 per claim and $2,000,000 aggregate, coverage to be maintained following completion of work on the project for 3 years or, if the policy is canceled, extended reporting period to equal the same.
C. Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to, and approved by City’s Risk Manager. The insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officers, employees, agents and contractors. The Design-Builder’s selfinsured retention amount is $750,000.
D. Other Insurance Provisions
The policies are to contain, or be endorsed to contain, the following provisions:
1. Commercial General Liability and Automobile Liability Coverages a. The City of San Jose, its officers, employees, and agents are to be covered as additional insureds as respects: Liability arising out of activities performed by or on behalf of, the Design-Builder; products and completed operations of the Design-Builder; premises owned, leased or used by the Design-Builder; and automobiles owned, leased, hired or borrowed by the Design-Builder. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officers and employees.
b. The Design-Builder’s insurance coverage shall be primary insurance as respects the City, its officers and employees. Any insurance or self-insurance maintained by the City, its officers, employees, agents or contractors shall be excess of the Design-Builder’s insurance and shall not contribute with it. c. Any failure to comply with reporting provisions of the policies by the DesignBuilder shall not affect coverage provided the City, its officers, employees, agents, or contractors.
d. Coverage shall state that the Design-Builder’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the policy’s limits of liability.
e. Coverage shall contain a waiver of subrogation in favor of the City, its officers, employees, agents and contractors.
2. Workers’ Compensation and Employers’ Liability
Coverage shall contain waiver of subrogation in favor of the City, its officers and employees.
3. Claims Made Coverages
If coverage is obtained on a “claims made” policy form, the retroactive date shall precede the date services were initiated with the City and the coverage shall be DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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maintained for a period of three (3) years after termination of services under this Amended and Restated Design-Build Contract.
4. All Coverages
Each insurance policy required hereunder shall be endorsed to state that coverage shall not be suspended, voided, cancelled, or reduced in limits below those required in Section B above except after thirty (30) days’ prior written notice has been given to the City, except that ten (10) days’ prior written notice shall apply in the event of cancellation for nonpayment of premium.
E. Acceptability of Insurers
Insurance is to be placed with insurers acceptable to the City’s Risk Manager.
F. Verification of Coverage
The Design-Builder shall furnish the City with certificates of insurance and with original endorsements affecting coverage required hereunder. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf.
Proof of insurance shall be emailed in pdf format to: [email protected]:
Certificate Holder
City of San Jose—Finance
Risk Management
200 East Santa Clara Street, 14th Floor Tower
San Jose, CA 95113-1905
G. Subcontractors
The Design-Builder shall include all Subcontractors as insureds under its policies or shall obtain separate certificates and endorsements for each Subcontractor performing Transition Services. Professional Liability Errors and Omissions insurance will be required by the DesignBuilder only and will not be required from Subcontractors.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
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APPENDIX 12
INSURANCE REQUIREMENTS
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APPENDIX 12
INSURANCE REQUIREMENTS
1. Owner Controlled Insurance Program
The City of San Jose (“City”) shall implement an Owner Controlled Insurance Program (“OCIP”) for the projects identified as capital improvement projects to be performed at the Regional Wastewater Facility and as identified with specificity in the contract documents (“Project”). The OCIP is more fully described in the insurance manual (the “OCIP Insurance Manual”) for the Project, which is incorporated herein by this reference as a contract document.
The OCIP will include Workers’ Compensation and Employer’s Liability insurance, Commercial General Liability insurance, and Excess Liability insurance, as summarily described below, in connection with the Project.
The Design-Builder shall include this APPENDIX 12 in every subcontract issued for the Project and shall not amend, delete, or otherwise modify the terms or condition of this APPENDIX 12 without having prior, written approval by the City’s designated representative. The insurance provided under the OCIP shall be referred to herein as “OCIP Coverages.”
2. OCIP Administrator
The City has designated Alliant Insurance Services, Inc. as the OCIP Administrator (“OCIP Administrator”) for the Project.
3. Premiums, Deductibles, and Proceeds
The City shall pay all premiums associated with the OCIP Coverages and Other Coverages Provided by the City as identified herein, including deductibles or self-insured retentions except as provided in Section 8 below or unless otherwise stated in this Amended and Restated Design-Build Contract.
4. Eligible and Enrolled Parties
Parties eligible to enroll in the OCIP are the Design-Builder, and its Subcontractors performing work on the Dewatering Facility Site (“Eligible Parties”). Upon enrollment, an Eligible Party shall become an “Enrolled Party.”
5. Excluded Parties.
Parties (including all contractors and Subcontractors) that are not eligible to enroll in the OCIP, and who are excluded from the OCIP, are:
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(a) Hazardous materials remediation, removal and/or transport companies and their consultants;
(b) Architects, surveyors, engineers, and soil testing engineers, and their consultants;
(c) Vendors, suppliers, fabricators, material dealers, truckers, haulers, drivers, and others who merely transport, pick up, deliver, or carry materials, personnel, parts or equipment, or any other items or persons to or from the Dewatering Facility Site;
(d) Contractors or Subcontractors performing day-to-day maintenance and operation work for Plant operations.
(e) Any Subcontractor of any tier that does not perform any actual labor on the Dewatering Facility Site; and
(e) Any other party or entity not specifically identified herein, that is excluded by the City in its sole discretion, even if such party or entity is otherwise eligible.
6. Summary of OCIP Coverages and Other Coverages Provided by the City The OCIP Coverages and Other Coverages Provided by the City shall apply only to those operations of each Enrolled Party eligible for the OCIP performed at the Dewatering Facility Site and in connection with required Project work. OCIP Coverages and Other Coverages Provided by the City shall not apply to ineligible parties, even if they are erroneously enrolled in the OCIP. An Enrolled Party’s operations away from the Dewatering Facility Site, including product manufacturing, assembling, or otherwise, shall only be covered by OCIP Coverages and Other Coverages Provided by the City if such off-site operations are identified and are dedicated solely to the Project. OCIP Coverages and Other Coverages Provided by the City shall not cover off-site operations until the Enrolled Party requesting off-site coverage receives written acknowledgment of such coverage from the OCIP Administrator.
A summary of the OCIP Coverages and Other Coverages Provided by the City are set out below.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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SUMMARY OF OCIP COVERAGES
A. Workers’ Compensation/Employer’s Liability Insurance Worker’s Compensation Statutory Limit
Employer’s Liability
Bodily Injury By Accident, each accident $1,000,000
Bodily Injury By Disease, each employee $1,000,000
Bodily Injury By Disease, policy limit $1,000,000
B. Commercial General Liability Insurance
Form Equivalent to Most Current ISO Occurrence Form
Each Occurrence Limit $2,000,000
Personal/Advertising Injury Limit (Each Occurrence) $2,000,000 General Aggregate Limit for all Enrolled Parties
(Other Than Products/Completed Operations)
$4,000,000
Products and Completed Operations Aggregate
(for all Enrolled Parties)
$4,000,000
Ten (10) Years Products & Completed Operations Extension C. Excess Liability Insurance (over Commercial General Liability) Combined Single Limit Not less than $75,000,000
General Annual Aggregate for all Enrolled Parties Not less than $75,000,000 Products & Completed Operations Aggregate
( for all Enrolled Parties)
Not less than $75,000,000
Ten (10) Years Products & Completed Operations Extension SUMMARY OF OTHER COVERAGES PROVIDED BY THE CITY.
A. Contractor’s Pollution Liability Insurance
Per Occurrence Not less than $5,000,000
Aggregate Not less than $5,000,000
Ten (10) Years Products & Completed Operations Extension B. Builders Risk
The City shall obtain and maintain in force during the term of this Amended and Restated Design-Build Contract a Builders’ Risk Insurance policy or policies separate from the OCIP, which shall insure against all risks of physical loss and/ or damage including flood and excluding earthquake, subject to normal policy exclusions, to all buildings, structures, materials, and real property on site, which are intended to be, or have already been incorporated into and forming part of the Project, whether or not such buildings, structures, materials, or real property will have been supplied or made available to Contractors by the City.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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The Builders’ Risk policy shall be endorsed to add Contractors of any tier as additional named insureds’, as their interests may appear and to waive the carrier’s right of recovery under subrogation against the City and all other Contractors of any tier whose interests are insured under such policy.
Unless required otherwise by the City, claims under Builders’ Risk insurance provided are subject to a Contractor Claims Obligation of five thousand dollars ($5,000) per occurrence. If a claim results from any construction activity, the responsible Contractor, Subcontractor, or Sub-Subcontractor shall pay the Contractor Claims Obligation up to $5,000. All Builders’ Risk losses will be adjusted with and payable to the City or the Designee for the benefit of all parties as their interest may appear.
The City shall not be responsible for loss or damage to, or obtaining and/or maintaining in force insurance on temporary structures, construction equipment, tool or personal effects, owned or rented to or in the care, custody, and control of a Contractor of any tier.
7. City’s Obligations.
The City shall pay the costs of premiums for the OCIP Coverages and Other Coverages Provided by the City. The City will receive or pay, as the case may be, all adjustments to such costs, whether by way of dividends, retroactive adjustments, return premiums, other moneys due, audits or otherwise. The Design-Builder hereby assigns to the City the right to receive all such adjustments. All Subcontractors shall be required, by written contract to assign to the City the right to receive all such adjustments. The City assumes no obligation to provide insurance other than that specified in this APPENDIX 12 and in the OCIP insurance policies. The City’s furnishing of OCIP Coverages and Other Coverages Provided by the City shall in no way relieve or limit, or be construed to relieve or limit, any responsibility, liability, or obligation imposed the Design-Builder or any Subcontractor under this Amended and Restated Design-Build Contract, the OCIP insurance policies, or by law, including, without limitation, any indemnification obligations which such parties have agreed. The City reserves the right at its option, without obligation to do so, to furnish other insurance coverage of various types and limits provided that such coverage is not less than that specified in this APPENDIX 12.
8. Design-Builder’s Obligations
(a) The Design-Builder shall incorporate by reference the insurance requirements set out in this APPENDIX 12, into all Subcontracts.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(b) The Design-Builder shall enroll in the OCIP prior to the commencement of construction activities at the Project. The Design-Builder shall ensure that all Subcontractors who are Eligible Parties enroll in the OCIP prior to their commencement of construction activities at the Project, and maintain enrollment during the course of the Project.
(c) The Design-Builder shall comply with all of the requirements of the insurance policies of the OCIP Coverages and Other Coverages Provided by the City and the OCIP Insurance Manual. The Design-Builder shall provide to each of its Subcontractors of every tier a copy of the OCIP Insurance Manual, and ensure Subcontractor compliance with all provisions of the insurance policies of the OCIP Coverages and Other Coverages Provided by the City and the OCIP Insurance Manual.
(d) The Design-Builder shall acknowledge, and require all of its Subcontractors of every tier to acknowledge, in writing, that the City and the OCIP Administrator are not agents, partners or guarantors of any OCIP insurer, that neither the City nor the OCIP Administrator are responsible for any claims or disputes between or among the Design-Builder, its Subcontractors of any tier, and any OCIP Insurer(s), and that neither the City nor OCIP Administrator guarantees the solvency or the availability of limits of any OCIP Insurer(s). (e) The Design-Builder shall Provide, within five (5) days of the City’s request, any information related to the Design-Builder’s insurance costs, including but not limited to payroll records, certified copies of insurance coverages, declaration pages of coverages, certificates of insurance, underwriting data, prior loss history information, safety records or history, OSHA citations, construction cost estimates for this Project, or such other data or information as the Owner, the OCIP Administrator, or OCIP Insurers may request in the administration of the OCIP. The Design-Builder shall require its Subcontractors to provide the same information, upon request.
(f) The Design-Builder shall comply, and require all of its Subcontractors to comply with OCIP Administrator’s instructions for electronically enrolling in the OCIP. (g) Bid Methodology - Net Bid. In connection with its Definitive Project Submittal and proposed Fixed Design-Build Price, the Design-Builder shall submit a proposed insurance pricing ‘net’ of its insurance costs for OCIP Coverages and DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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Other Coverages Provided by the City. The Design-Builder shall exclude from its proposed insurance pricing "Costs of OCIP Coverages", which is defined as the amount of Design-Builder’s reduction in insurance costs due to eligibility for OCIP Coverages and Other Coverages Provided by the City. The Costs of OCIP Coverages includes reduction in insurance premiums, related taxes and assessments, markup on the insurance premiums and losses retained through the use of the self-funded program, self-insured retention, or deductible program. The Cost of OCIP Coverages must include expected losses within any retained risk. The Design-Builder must exclude from its proposed insurance pricing the Cost of OCIP Coverages for all its Subcontractors in addition to their own Cost of OCIP Coverages. Following final negotiation of the Amended and Restated Design-Build Contract, the Design-Builder shall also submit the insurance cost summary form provided in the OCIP Insurance Manual, identifying the amount the Design-Builder would have charged to perform the Design-Build Work had the OCIP not been implemented and the Design-Builder provided its own insurance coverages. For the purposes of preparing the insurance cost summary form, the Design-Builder shall assume it is required to provide all of the insurances required of Excluded Parties, as set out in Section 9 of this APPENDIX 12. During the course of the project change orders must also be priced to exclude the Cost of OCIP Coverages.
9. Additional Insurance Required From Enrolled Parties And Excluded Parties The Design-Builder shall obtain and maintain, and shall require each of its Subcontractors of all tiers to obtain and maintain, the insurance coverage specified in this Section 9 in a form and from insurance companies reasonably acceptable to the City. The insurance limits may be provided through a combination of primary and excess policies, including the umbrella form of policy. Each policy required herein, except the Workers’ Compensation policy, shall name the City, its officials, employees, agents, contractors and any additional entities as the City may request as additional insureds. The additional insured endorsement shall state that the coverage provided to the additional insureds is primary and non-contributory with respect to any other insurance available to the additional insureds. The Design-Builder shall provide certificates of insurance evidencing all required coverage prior to commencement of work on the Project. The additional insured endorsement to the general liability policy shall be provided by issuance of both ISO Form CG 2010 1001 and ISO Form CG 2037 1001 additional insured endorsements, or such other endorsement as acceptable to the City.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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Enrolled Parties shall provide Worker’s Compensation, Employer’s Liability, General Liability, and Excess Liability insurance, as set out below, for off-site activities, and Automobile Liability insurance for all activities, both on-site and off-site.
Excluded Parties must provide all insurance set out below for both on-site and off-site activities.
(a) Standard Commercial Automobile Liability Insurance covering all owned, nonowned, and hired automobiles, trucks, and trailers with a combined single limit of not less than $1,000,000 for bodily injury, $1,000,000 for property damage, and with a $1,000,000 policy limit.
(b) Statutory Workers’ Compensation Insurance and Employer’s Liability insurance with statutory limits as required by law, including Maritime coverage, if appropriate, and Employer’s Liability limits of not less than $1,000,000 each accident, $1,000,000 each employee, and with a $1,000,000 policy limit. (c) Commercial General Liability Insurance in a form providing coverage not less than the standard ISO Commercial General Liability insurance policy (“Occurrence Form”), with limits no less than:
Enrolled Parties/Excluded Parties
Each Occurrence $1,000,000/$2,000,000
General Aggregate $2,000,000/$4,000,000
Products/Completed Operations Aggregate $2,000,000/$4,000,000 Personal/Advertising Injury Aggregate $1,000,000/$2,000,000 (d) If required by the City, Aviation and/or Watercraft Liability Insurance or other insurance, in form and with limits of liability and from an insuring entity reasonably satisfactory to the City.
(e) Professional Liability. In the event any contract specifications requires the Design-Builder to perform professional services, such as, but not limited to, architectural, engineering, construction management, surveying, or design, the Design-Builder shall maintain a Professional Liability policy with limits not less than ten million dollars ($10,000,000) per claim and ten million ($10,000,000) aggregate with a minimum of five year’s tail coverage for work performed.
Coverage shall be maintained for five years after the Acceptance Date. Such policy shall have a retroactive date before the commencement of any design, and DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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shall not include any exclusionary language relating to joint ventures or partnerships or both. The Design-Builder shall require all Subcontractors providing professional services to maintain a professional liability insurance policy pursuant to this Section.
(f) Contractor’s Pollution Liability. The Design-Builder or its Subcontractors, if involved with the removal of asbestos or lead, the removal/replacement of underground tanks, or use of toxic chemicals and substances, shall purchase and thereafter maintain Contractor’s Pollution Liability insurance in the amount of not less than five million dollars ($5,000,000) per claim and five million ($5,000,000) aggregate.
(g) All insurance referred to herein to be carried by the Design-Builder or any Subcontractor shall be maintained by such parties at their sole expense, with insurance carriers qualified to do business in California and having a rating of not less than A-, VII from A.M. Best & Co., unless the City, in writing, in its sole discretion, accepts a lower Best’s rating.
(h) The City reserves the right to require (1) higher limits and (2) additional insurance coverages if the City determines in its sole discretion that such higher limits and/or additional coverages are reasonably necessary for the protection of the City. Such additional coverages shall be in a form and with limits of liability, additional insured endorsements, and deductibles or self-insured retentions acceptable to the City.
(i) Prior to commencing work at the Project, the Design-Builder shall deliver to the City the endorsements and waivers of subrogation referred to herein, as well as certificates of insurance evidencing the coverages required herein. Promptly upon the City’s request, the Design-Builder shall deliver to the City a copy of any and all of the insurance policies and other insurance documents required hereunder. In the case of policies expiring while work is in progress, a renewal certificate with all applicable endorsements must be delivered to the City prior to the expiration of the existing policy or policies. Permitting the Design-Builder or any Subcontractor to start work, or continue work, prior to compliance with these requirements shall not constitute a waiver of any of the requirements set forth herein. All certificates of insurance must provide the City with thirty (30) DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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days advance written notice of cancellation, intent to non-renew, or adverse material change in or reduction of coverage.
10. Representations and Warranties
The Design-Builder represents and warrants to the City, and shall use its best efforts to ensure that each of its Subcontractors of every tier represent and warrant to the City that:
(a) All information they submit to the City, or to the OCIP Administrator, shall be accurate and complete.
(b) They have had the opportunity to read and analyze copies of the insurance policies of the OCIP Coverages and Other Coverages Provided by the City that are available on request, and that they understand the OCIP Coverages and Other Coverages Provided by the City. Any reference or summary in this APPENDIX 12, to the amount, nature, type or extent of OCIP Coverages, Other Coverages Provided by the City and/or potential applicability to any potential claim or loss is for reference only. The Design-Builder and its Subcontractors of all tiers have not relied upon said reference, but solely upon their own independent review and analysis of the OCIP Coverages and Other Coverages Provided by the City in formulating any understanding and/or belief as to amount, nature, type or extent of any OCIP Coverages, Other Coverages Provided by the City and/or their potential applicability to any potential claim or loss.
(c) The Design-Builder shall not include in any request for payment any sums to provide or obtain insurance that is being maintained under the OCIP.
11. Audits
The Design-Builder and all Subcontractors agree that the City, the OCIP Administrator, and/or any OCIP insurer may audit their payroll records, books and records, insurance coverages, insurance cost information, and project cost records to confirm their accuracy, and to ensure that the City has not been billed for any cost of insurance that is being provided under the OCIP Coverages and Other Coverages Provided by the City. In the event any audit reveals that the City has been billed by the Design-Builder or any of its Subcontractors for any cost of insurance that is being provided by the City under the OCIP Coverages and Other Coverages Provided by the City, the City shall have the right to deduct from any amounts payable to the Design-Builder or any Subcontractor such cost, including all expenses and fees of audit.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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12. Modification or Discontinuance of the OCIP
The City may, for any reason, modify the OCIP Coverages and Other Coverages Provided by the City, discontinue the OCIP, or request that the Design-Builder or any of its Subcontractors of any tier withdraw from the OCIP upon thirty (30) days written notice. Upon such notice the Design-Builder and/or one or more of its Subcontractors, as specified by the City in such notice, shall obtain and thereafter maintain during the performance of the work on the Project, such insurance as specified by the City. The form, content, limits of liability, cost, and the insurer issuing such replacement insurance shall be subject to the City’s approval. The cost of the replacement coverage(s) shall be at the City’s expense, but only to the extent of the Cost such replaced of OCIP Coverages or Other Coverages Provided by the City, as applicable.
13. Waiver of Subrogation
Where permitted by law, the Design-Builder hereby waives all rights of recovery by subrogation because of deductible clauses, inadequacy of limits of any insurance policy, limitations or exclusions of coverage, or any other reason against the City, the OCIP Administrator, its or their officers, agents, or employees, and any other Subcontractor performing Work or rendering services on behalf of the City in connection with the planning, development and construction of the Project. The Design-Builder also agrees that all additional insurance maintained by the Design-Builder or any Subcontractor under this APPENDIX 12 shall include clauses providing that each insurer shall waive all of its rights of recovery by subrogation against the City, the Design-Builder, or any Subcontractor. A waiver of subrogation shall be effective as to any individual or entity even if such individual or entity (a) would otherwise have a duty of indemnification, contractual or otherwise, (b) did not pay the insurance premium directly or indirectly, and (c) whether or not such individual or entity has an insurable interest in the property damaged.
14. Conflicts
In the event of a conflict between the provisions of this APPENDIX 12, the OCIP Insurance Manual, and the provisions of the insurance policies of the OCIP Coverages and Other Coverages Provided by the City, the terms of the insurance policies of the OCIP Coverages and Other Coverages Provided by the City shall govern, then the provisions of this APPENDIX 12, then the provisions of the OCIP Insurance Manual.
15. Safety
The Design-Builder is solely responsible for all construction means, methods, safety, techniques, sequences, and procedures. Each Subcontractor, of any tier, is responsible for all DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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safety precautions and programs in connection with work under this Amended and Restated Design-Build Contract.
The requirements of Cal/OSHA, the State, the City, and laws, statutes, regulations, codes, ordinances, and orders of those governing bodies having jurisdiction over the work, including the OCIP specific safety specifications listed below, establish the guidelines for this project that safety and loss prevention programs must meet or exceed.
In the event of a conflict or inconsistency between safety standards, the most stringent standard will govern.
(a) Project Safety Team Monthly meetings. The Project Safety Team is a safety committee for the project. Each project shall have a committee comprised of the Design-Builder, Subcontractor, Project Manager and/or OCIP Safety Representative. On a monthly basis the group shall meet to discuss the projects safety program. These meetings may be incorporated into project coordination meetings.
(b) Drug Free Work Environment. This project prohibits the use, possession, distribution or sale on its premises or workplace the following substances:
alcoholic beverages, intoxicants, drugs and related drug paraphernalia.
Employees must not report to work while under the influence of any drug or alcoholic beverage. Any substance, including prescription drugs, that impairs mental or motor function must not be used while working at or on this project. (Because marijuana remains illegal under Federal Law, medical marijuana cards or prescriptions permitting their use will not be allowed by the Design-Builder).
The cost of enforcing this policy shall be the responsibility of each employer of the effected employee.
(c) Safety Representative. Each Contractor shall have a designated Safety Representative with no other duties available at the site assigned the responsibilities of managing all aspects of safety related to employees under their direct control.
Subcontractors may have these duties performed by a Field Superintendent or Foreman having the required training, experience and qualifications listed below. These employees may have duties other than safety provided appropriate DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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3643403.6 042907 CTR
adherence to State, Local Laws, Ordinances, Codes, Regulations, and these Safety Specifications are followed by personal under their direct control.
The Design-Builder/Subcontractor Safety Representative must have the following minimum qualifications:
(i) The CSR/SSR shall have a minimum of 3 -5 years of qualified project safety experience on similar type construction projects. (ii) Evidence of completing the OSHA 10 or 30 Hour Construction Outreach Training or equivalent with the past 3 yrs.
(iii) Current First Aid/CPR certification provided by The American National Red Cross or equivalent training.
(iv) Ability to stop work in the event of a workplace hazard, until corrective action has been implemented.
(v) Understanding of Federal and/or State Safety and OCIP Safety Regulations
(vi) Ability to conduct appropriate incident investigations. (vii) Ability to communicate with field personal and project staff on relevant Health and Safety items.
(d) Orientation. One of the requirements of all contractors/Subcontractors and their safety representative or designees is to ensure that a complete basic safety orientation is conducted for all their employees new to the site. A Project Orientation by the Design-Builder is required before an employee can receive a project ID and enter the field. At a minimum, the orientation shall include:
(i) Employee safety requirements and policies.
(ii) Site Safety and Health rules.
(iii) Permitting procedures, including work permits, excavation, confined space entry, lock-out, etc.
(iv) Hazard communication.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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(v) Emergency alarms and evacuation procedures.
All employees will complete and sign a Safety Orientation form supplied by the Design-Builder. Upon successful the employee will receive a hard hat sticker with an identification number to be worn on the employee’s hard hat at all times while on the project.
(e) Fall Protection. 100% Fall Protection shall be implemented by all trades for all fall exposures of six (6) feet or more. (Exception: Work from ladders and work around excavations, within Cal/OSHA specifications)
(f) Excavation. Trenching or excavating activities must be under the supervision of a competent person at all times.
(g) PPE
(i) Employees must at all times wear an ANSI Z89.1 approved hard hat on the jobsite.
(ii) Employers must supply all personal protective equipment. (iii) Safety glasses with permanently affixed side shields are required at all times. All safety glasses, goggles, and face shields must have the ANSIZ87 approval. (iv) Sturdy work boots are required at all times on the jobsite. Employees on the jobsite shall not wear tennis shoes, running shoes, casual street shoes, sandals or shoes made of other thin material.
(iv) At minimum a Class II High Visibility reflective vest or equivalent shall be worn at all times while on-site.
(h) Hazard Communication. The Design-Builder shall maintain a copy of all Material Safety Data Sheets, and a chemical inventory list, for all hazardous substances used at the jobsite by their firm, as well as for all hazardous substances used at the jobsite by all Subcontractors regardless of tier. (i) Return to Work Program. Each Employer should have a written Early Return to Work Program that should be implemented on this project.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
ATTACHMENT 12A
OWNER CONTROLLED INSURANCE PROGRAM
CONTRACTORS’ INSURANCE PROCEDURES MANUAL
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
(This Page Intentionally Left Blank)
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Appendix 12
City of San Jose Attachment 12A
Dewatering Facility at the San Jose- Owner Controlled Insurance Program Santa Clara Regional Wastewater Facility Contractors’ Insurance Procedures Manual 3643403.6 042907 CTR
San Jose – Santa Clara Regional Wastewater Facility
Capital Improvement Program
Owner Controlled Insurance Program
Contractors’ Insurance Procedures Manual
August 5, 2021
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
Appendix 12
City of San Jose Attachment 12A
Dewatering Facility at the San Jose- Owner Controlled Insurance Program Santa Clara Regional Wastewater Facility Contractors’ Insurance Procedures Manual i
3643403.6 042907 CTR
Table of Contents
1.0 INTRODUCTION ..................................................................................................... 1
1.1 Overview ............................................................................................................ 1
1.2 About this Manual .............................................................................................. 2
1.3 Responsibilities Concerning Loss Control & Claim Reporting ............................... 2
2.0 PROJECT DIRECTORY .......................................................................................... 4
3.0 PROJECT DEFINITIONS ........................................................................................ 5
4.0 CONTRACTOR RESPONSIBILITIES ........................................................................ 7
4.1 Alliant WrapX ..................................................................................................... 7
4.2 Contractor Bids .................................................................................................. 8
4.3 Enrollment ......................................................................................................... 9
4.4 Assignment of Return Premiums ......................................................................... 9
4.5 Payroll Reports ................................................................................................... 9
4.6 Insurance Company Payroll Audit ..................................................................... 10
4.7 Completion of Work .......................................................................................... 10
4.8 Approved Off-Site Locations .............................................................................. 10
4.9 Safety ............................................................................................................... 11
4.10 Claims Reporting .............................................................................................. 11
4.11 Change Order Procedures ................................................................................. 11
5.0 INSURANCE COVERAGE ...................................................................................... 12
5.1 Covered Parties ................................................................................................ 12
5.2 Parties Not Covered .......................................................................................... 12
5.3 Exclusion of Contractors from the OCIP ............................................................ 12
5.4 Evidence of OCIP Coverage ............................................................................... 12
5.5 Description of Insurance Coverages .................................................................. 13
5.5.1 Workers’ Compensation and Employer’s Liability Insurance .............................. 13
5.5.2 Commercial General Liability Insurance ............................................................ 14
5.5.3 Excess Liability Insurance ................................................................................ 14
5.5.4 Builders’ Risk Insurance ................................................................................... 14
5.5.5 Pollution Liability Insurance ............................................................................. 15
5.6 OCIP Termination or Modification ..................................................................... 15
6.0 CONTRACTOR REQUIRED COVERAGE ................................................................ 16
6.1 Workers’ Compensation .................................................................................... 16
6.2 General Liability ............................................................................................... 17
6.3 Business Auto Liability ..................................................................................... 17
6.4 Construction Equipment Insurance .................................................................. 17
6.5 Professional Liability Insurance (Errors & Omissions) ........................................ 18
6.6 Aviation Insurance ........................................................................................... 18
6.7 Pollution Liability ............................................................................................. 18
6.8 Conditions of Understanding ............................................................................ 19
6.9 Other Insurance Required of All Contractors ..................................................... 19
7.0 CLAIM PROCEDURES .......................................................................................... 20
7.1 Workers’ Compensation Claims ........................................................................ 20
7.2 General Liability Claims .................................................................................... 20
7.3 Property Claims ................................................................................................ 21
7.4 Automobile Claims ........................................................................................... 21
8.0 APPENDIX ........................................................................................................... 22 DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document. 3643403.6 042907 CTR
1.0 INTRODUCTION
1.1 Overview
The City of San Jose (Sponsor) has elected to use an Owner Controlled Insurance Program (OCIP) for the Regional Wastewater Facility Capital Improvement Program (Project). Under such a program, the Sponsor purchases certain insurance policies for protection of some (but not all) of the insurable risks that exist on a construction project. The insurance purchased by the Sponsor will be endorsed to extend coverage of the policy to any enrolled Contractors, Subcontractors, or Sub-Subcontractors. Contractors of every tier on the Project should carefully consider the OCIP and its implications to their company before executing a contract requiring their participation in the OCIP.
The OCIP provides the following insurance for all Contractors, regardless of tier, that are approved for participation in the insurance program:
Commercial General/ Excess Liability
Workers’ Compensation
The following additional coverages are provided outside of the OCIP:
Builders’ Risk
Pollution Liability Insurance
Certain Contractors are ineligible for this program. These parties are identified in the Definitions, Section 3.0 of this manual.
The Sponsor will pay all insurance premiums for the OCIP coverage listed above. You should notify your insurer(s) to delete from your insurance program charges and coverage for the onsite activities of this Project that are covered under the OCIP.
Alliant, the OCIP Program Broker/Administrator, will be administering the program on the behalf of the Sponsor.
Insurance coverage and limits provided under the OCIP are limited in scope and specific to this project only. Your insurance representative should review this information. Any additional coverage you may wish to purchase will be at your own expense and for which costs should be included in your cost proposal at the time of contracting.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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The guidelines in this manual are to be used for informational purposes only. Any conflict between this document and any contract or subcontract, the contract or subcontract will govern. Any difference with the actual OCIP policies will control in the event of any inconsistency or misunderstanding.
1.2 About this Manual
This manual is designed to identify, define, and assign responsibilities for the administration of the OCIP. The guidelines in this manual are to be used for informational purposes only.
This Manual:
Generally describes the OCIP
Identifies responsibilities of the various parties involved in the project with regards to the OCIP
Provides a basic description of the OCIP operation
Describes audit and administration procedures for the OCIP Provides answers to basic questions about the OCIP
This manual will be updated throughout the course of the project if necessary This Manual does not:
Provide coverage interpretations
Provide complete information about coverage
Provide answers to specific claims questions
Specific questions about the OCIP, its administration, or the coverage provided should be referred to the OCIP Administrator identified in the Project Directory section immediately following this introduction.
1.3 Responsibilities Concerning Loss Control & Claim Reporting It will be the responsibility of all Contractors of any tier to exercise every reasonable action to prevent work related injuries, property and equipment damage at the project site, as well as to minimize the exposure of risk to the public and third party property. All Contractors of any tier DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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will conduct loss control prevention practices according to those requirements set by Federal, State and Local Laws, statutes, and specific project procedures developed for this project.
In the event of an accident, it will be the obligation of the responsible Contractor of any tier to see that the injured workers or members of the public are given immediate medical treatment.
Also, the Contractor is responsible to ensure all appropriate medical and claim forms are filed with the appropriate Authorities, the Primary OCIP Carrier, Site Safety Personnel, and the OCIP Administrator.
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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2.0 PROJECT DIRECTORY
OCIP ADMINISTRATOR
Alliant Insurance Services
Construction Services Group
701 B St, 6th Floor
San Diego, CA 92101
PROGRAM MANAGER PROGRAM ADMINISTRATOR
Mike Davidson
Office: 619-849-3858
[email protected]
Tamika Owens
Office: 619-849-3997
[email protected]
WORKERS’ COMPENSATION CLAIMS REPORTING
WC DIRECT CLAIM REPORTING TO:
TBD
WC Reporting Claims Kits may be obtained from the General Contractor in the event of a claim
OCIP PORTAL – ALLIANT WRAPX
OCIP Document Submission
Email:[email protected]
Online Enrollment, Payroll Reporting &
Document Management
Website:
http://alliantwrapx.alliantinsurance.com/contractorportal Contact Project Administrator for User Access
OCIP Coverages
INSURANCE COMPANIES POLICIES
TBD Workers’ Compensation
TBD General Liability
TBD Excess Liability
Additional Coverages
INSURANCE COMPANIES POLICIES
TBD Builders’ Risk
TBD Pollution
DRAFT--Contact the Office of the City Clerk at (408) 535-1260 or [email protected] for final document.
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3.0 PROJECT DEFINITIONS
The following definitions apply to this project and to the descriptions of the Project Coverage used in this manual:
Approved Off-Site Locations:
Storage yards or staging areas used solely in connection with performing work at the Project Site. All locations must be approved by the Sponsor and insurer.
Certificate of Insurance:
A Document providing evidence of the existence of coverage for a particular insurance policy or policies.
Contract:
A written agreement between the Sponsor and the Contractor for specific work and also includes an agreement between a Subcontractor and any tier of Subcontractor.
Contractor Claims Obligation:
The amount Contractors of every tier are responsible for paying as their contribution for settlement of an insured loss.
Employer:
Any individual, firm, or corporation that provides direct construction labor for work performed at the Project Site.
Enrolled:
Applies to those eligible Contractors, Subcontractors, and Sub-Subcontractors that have submitted all necessary enrollment forms and have been accepted into the OCIP as evidenced by a Certificate of Insurance. Also described in this manual as a Participating Contractor.