Redlands City Council
December 17, 2024

5) Limitation of Remedy.

Activu shall not be liable for any damages caused by delay in furnishing equipment, software products, services or any other performance under this Agreement. The sole and exclusive remedy for any breach of warranty, express or implied, including without limitation any warranties of merchantability or fitness, and the sole remedy for Activu’s liability of any kind, including liability for negligence, with respect to the equipment, software products and services furnished and all other performance by Activu pursuant to this Agreement shall be limited to the repair or replacement obligations under this Agreement for any defective equipment or parts, and shall in no event include any incidental or consequential damages. 6) General Provisions.
a. This Agreement shall be governed by the laws of the State of New Jersey. There are no understandings, agreements or representations, expressed or implied, not specified in this Agreement. This Agreement supersedes any and all prior Agreements or understanding between the parties with respect to the products covered by this Agreement and may not be changed or terminated except by written notification. If any of the provisions of this Agreement are held invalid under the law, they are deemed omitted and the remainder of this Agreement shall be binding.
b. This Agreement shall not be deemed or construed to be modified, amended, rescinded, cancelled or waived in whole or in part, except by written amendment by the parties hereto. c. No action, regardless of form, arising out of the transaction under the Agreement, may be brought by either of the parties more than one (1) year after the cause of action has occurred. d. Customer shall not assign any rights or claims under the Agreement without prior written consent.
e. It is expressly understood that if either party, on any occasion, fails to perform any term of this Agreement, and the other party does not enforce that term, the failure to enforce on that occasion shall not prevent enforcement on any other occasion. f. The Customer acknowledges that he has read this Agreement, understands it and agrees to be bound by its terms
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activu.com Page 30 of 36
Appendix 4: Warranty & Support Plans
Activu Installation Warranty
Activu Corporation warrants that, as of the date of Substantial Completion, operational usage or the System Acceptance Test (SAT), whichever comes first, and for a period of ninety (90) days thereafter ("Installation Warranty Period"), the System as an integrated and implemented design will perform in accordance with the system specification.

During this Installation Warranty Period, Activu will either repair or replace any defective components and rectify any integration issues without additional cost to the Purchaser. This includes any required on-site visits for emergency situations, as determined by Activu Corp, if phone and remote access (where available) trouble shooting processes are unsuccessful.

However, Activu reserves the right to charge back to the Purchaser and the Purchaser agrees to pay for labor, travel and other out of pocket expenses and repair costs for problems resulting from user error, misuse, abuse or damage to the system or its components. Please note that this warranty covers only new equipment proposed here. It does not cover the pre-existing equipment or equipment provided by others.

Manufacturer’s Warranty
In addition to the Activu warranty, all branded components are covered by their own manufacturers' limited warranties, generally one year covering parts and in-house labor commencing upon Delivery to Activu. Longer warranties for key components proposed are indicated below.

Dell servers / workstations include a 3-year manufacturer’s warranty, including on-site repair service.

LG LCD flat panel monitors include a standard 3-year manufacturer’s warranty.

QSC Audio and Control Processors include a 3-year standard manufacturer’s warranty Notes: 1) All warranties and claims relating to use patterns on LCDs such as image retention and ionization are per the manufacturer’s recommendations and warranty. Please note that care must be taken, in accordance with manufacturer recommendations, with respect to the risk of image persistence resulting from static content being displayed for an extended period. Image persistence is not covered under warranty by LCD manufacturers since it is not considered a manufacturing defect 2) Manufacturer’s warranties begin per the manufacturer’s standard warranty (summarized below), not at the time of System Acceptance.

Activu Warranty Summary  = Manufacturer's Warranty
◆ = Extended Warranty with Customer Support-optional
Coverages
Manufacturer's Warranty
System
Component Manufacturer Period (years) Begins Year 1
Year
2 Year
3 Year
4 Year
5 Servers /
Workstations Dell 3
Upon Delivery
to Activu
   ◆ ◆
LCD Displays LG 3
Upon Delivery
to Activu
   ◆ ◆
Audio/Control
Processors QSC 3
Upon Delivery
to Activu
   ◆ ◆
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Activu Support Plan
Activu holds the mission‐critical nature of our customer’s operation as our primary concern.  Activu’s “total system” support provides customers with the security of knowing their integrated software and hardware system is always operating with integrated tested components for optimized performance and reliability.

Activu uses specific COTS hardware that is selected and tested for optimized performance ensuring drivers, bios, operating system, and other components work as a system.  Over the lifecycle of the system, previously selected system components (hardware, firmware, drivers, and other components) may be updated and changed by the manufacturer or retired.  Activu qualifies specific revisions and makes changes in component selection after extensive testing and quality reviews. As a result, Activu provides a total system support plan, which ensures over the lifecycle of the system our customers get Activu qualified and tested components for performance and reliability installed by Activu authorized personnel that are trained in the latest installation and commissioning procedures.

Activu Customer Support (first year) as proposed
The proposed system includes Silver level Activu Customer Support plan for the first year of operation This Service includes:
 Phone support during business hours
 Web based Database Access
 Software updates for new versions and patches (excludes labor to install and configure – if necessary)
 Logistical support for repairs
 One (1) Scheduled On‐site Preventative Maintenance (PM) visit, including travel expenses to perform maintenance on the Activu video wall system. PM visits will cover system maintenance (replacement parts, such as projector lamps, are not included) As an option, Activu offers ongoing Maintenance and Support plans for additional years.  Pricing and additional information is provided upon request.

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General Description
All standard Activu system contracts include Bronze or Silver level support for the first year of operation, starting at the date of Substantial Completion, operational usage or the System Acceptance Test (SAT).

Silver
Unlimited Phone Support  (8:30 AM ‐ 5:30 PM ET)  
Activu Services Online Support  
Logistical Support for Repairs  
1st Year Hardware Warranty  
Software Revisions   
Software Upgrades  
Scheduled On‐site Support 1,2  Includes 1
Additional on‐site support visits can be purchased on a time and materials basis or included as part of the support package for an additional fee.
1 Includes Travel expenses
2 Unused visits are not rolled over into next year.

Please note that Support services cover only new equipment proposed by Activu.  It does not cover the pre‐existing equipment (e.g. existing OFE displays and other OFE equipment) or equipment provided by others.

Glossary of Terms for Support Programs
Activu Online Support
Allows a customer to report problems or post questions online via a Web portal, as well as track the status of an open case. The online support system automatically alerts the Customer Support Manager of posted issues in order to ensure a timely, accurate response.  It also gives the customer access to a knowledge database listing previously posted issues and their resolutions.

Software Revisions
All customers contracted for an Activu Support and Maintenance Plan have access to new revisions of purchased software, such as bug fixes and patches, free of charge.

Software Upgrades
Upgrades to new versions of purchased software will be provided.  It is recommended that implementation of software upgrades be only performed by an Activu Technical Specialist. Contact Activu for more information.

Logistical Support
For warranty repair on equipment, Activu works with vendor partners to obtain replacement parts or repair defective ones, and supply a manufacturer RMA.  Shipping of the defective part to Activu or the manufacturer's repair facility is the customer's responsibility.  Return shipping costs are covered under the support program.
1st Year Hardware Warranty
All hardware (unless otherwise noted) is covered by the original manufacturer’s warranty commencing on the date indicated by each manufacturer.

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Travel Expenses Included
The Customer will not be charged for travel expenses for on‐site support.

Scheduled Support (Preventative Maintenance)
Provides a fixed number of on‐site visits for each contract, based on individual system requirements.

These visits are for basic maintenance of the system and are planned at least two weeks in advance. *Additional Scheduled or Emergency visits may be purchased separately or included as part of the support package for an additional fee
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Appendix 5: Vis|ability Information
The following Activu literature is attached:
• vis|ability Brochure
• System Manager
• Display Node
• vis|ability on the Desktop
• vis|ability Spaces
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SEE SHARE RESPOND
Software for
Event-Driven,
Intelligent
Visualization
The information contained herein is subject to change without notice. v2.2 08/27/20 ref: A003
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vis|ability ®
Activu vis|ability is the software
platform that empowers people
to see, share, & respond to
visual information, collaboratively,
and with context.

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Vis|ability, empowers operators & leadership to securely manage mission-critical operations within the control
center & beyond.

A common operating picture for the control room, across the enterprise, to the field, to teams across the region, or around the world.

See
Easily introduce and manipulate
content Sources in the control
room, to assemble a common
operating picture that can
be displayed on video walls,
desktops, conference room
displays, mobile devices, and
more. Any type and number
of Sources are available over
the network: enterprise applications, video, actual or virtual computer screens, web
sources, mobile devices,
or local applications.

Share
In whole or part, share the
contents of the common
operating picture. Whether the
actual content is on a display,
or virtually arranged in Spaces,
it can be shared anywhere:
from the video wall to other
rooms, to other offices, or
subject matter experts, and
bidirectionally to and from
authenticated mobile devices.

Respond
Systems which are common
in control operations—video
management, access control,
IT service management, process historians, SCADA—are
interconnected through the
Activu platform. Vis|ability
users can easily setup threshold conditions that instantly trigger the display of sources
and messages on the video
wall or any screen automatically, separating signal from noise—improving incident
response—focusing your
team on what matters.

SOURCES

DESTINATIONS
ALERT

CONDITION

DETECTED
v2 08/27/20 • All content ©2019 Activu Corporation. All rights reserved. The information contained herein is subject to change without notice.

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vis|ability ®
Tour
Sources
All your critical content in one place:

Applications, web
pages, live streaming video, network
desktop kvm, &
documents.

Spaces
Collect related information to create a
common operating
picture on virtual
video walls, and
share anywhere in
your organization.

People
Collaborate fluidly
using any content in
your organization:

Desktop to desktop,
video wall or mobile.

Integrated chat and
whiteboard.

Displays
Manage content
and control its display
from anywhere to
anywhere—video
walls to conference
room displays to
desktops to mobile
devices.

Automated
Alerting
Tools that connect
to your information
environment and
enable automated
visualization,
ensuring no critical
event is missed.

The vis|ability user interface
allows complete control of the
common operating picture from
a single point. View, manage,
collaborate, and control visual
information across video walls,
desktops, & mobile devices
through an elegant, efficient,
and friendly workspace.

System Manager
Orchestrates all sources, displays, and
authenticated users across the network.

Smoothly integrated into your security
and IT management environment.

Mobility
Collaborate with colleagues and
access real-time critical information, anywhere. Stream live video & send photos from the field.

Crisis Room
Share a focused subset
of content to other displays and
command centers for breakout
groups and management teams.

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.com The information contained herein is subject to change without notice. v2.2 07-26-19
System Manager stores sources
of content, like video walls and
display endpoints, externallycontrolled devices, user profiles, and permissions, in a central
database, and serves them to
authenticated components of
the vis|ability software platform.

System Manager can be flexibly
deployed into any IT environment:
a workstation running Windows®
10 Professional, multiple clustered
servers running Server 2012
Enterprise, or directly into a
corporate IT-managed virtual
machine environment.

Vis|ability includes System
Manager as a complete, integrated system. Control of AV devices that are part of a system, such as audio processors and
amplifiers, LCD, DLP cube and
DV-LED displays, matrix switches, PTZ controlled cameras— nearly any device that can be
controlled over network protocols
or RS-232—can be integrated
into a vis|ability system to create
a single, unified user experience.

Monitoring Services shows
the status of a complete Activu
system at a glance:
…Recognizing error conditions
in real time
…when a workstation or server
goes offline
…if an Activu service stops
responding
…or communication to a display
wall is lost
Monitoring Services communicates
error conditions directly to
administrators through email or
text, and can deliver status information through SNMP traps when required, all while comprehensively
logging all system conditions.

Monitoring services allows
administrators to start, stop, or
restart any Activu software component from a single interface.

Basic system monitoring is part
of every vis|ability system.

Monitoring Services plays a critical
role in managing redundant
vis|ability systems by implementing
Display Node mirroring and
failover, ensuring that the same
content is displayed on redundant
Display Nodes. In the unlikely
event that one of the Display
Nodes fails, Monitoring Services
automatically switches the display
wall to the backup system, ensuring
continuous access to critical
visual information.

Implementation of complete
system redundancy is done with
the aid of Microsoft® clustering
technology, safeguaring continuous operations, during hardware failure or during normal maintenance downtime. Redundancy and mirroring are optional capabilities that are offered to those customers who absolutely require
no downtime.

System Manager is the central repository of
vis|ability system configuration information
System Manager

S Y S T E M

MANAGER
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All content ©2019 Activu Corporation. All rights reserved. .com System
Requirements
Minimum Recommended Clustered/Redundant
A minimum system is appropriate for small control rooms with under 10 operators and a
video wall. Larger configurations
should use the Recommended
System configuration.

To ensure optimal performance
for larger video walls with more
users, Activu uses Dell® PowerEdge R330 servers configured as below.

Clustered systems require dual
identically-configured systems
with a shared network drive.

Please contact Activu engineering for configuration setup details.

Operating System Windows® 10
Professional x64
Microsoft® Server 2016 Microsoft® Server 2016
Enterprise
CPU Intel® i7 current generation Dual Intel® XEON® current generation Memory 16GB RAM 32GB RAM
Hard Disk Drive 480GB disk 2x 480GB SDD disk
in RAID 1 config
NAS 3x 480GB SSD RAID 5
Ethernet GigE Ethernet Dual GigE Ethernet
Protocol Support IPV4, IPV6, IGMP, TCP/IP, UDP
System Manager Requirements
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.com The information contained herein is subject to change without notice. v2.2 07-26-19

DISPLAY
NODE
Widely compatible, deployed on
standard COTS hardware, and
connected to an organization’s
network, Display Node allows
vis|ability users to place and
manage source content on video
walls, desktops, and mobile
devices.

Display Node can display any
Source defined in the system,
including web content, IP cameras,
media files, images, capture client
streams, and vis|ability Spaces™.

Managed windows can be placed
anywhere, any size, on any wall.

Content can overlap and be freely
placed as needed. In addition,
Display Node manages local
applications, direct connected
inputs (such as DVI, RGB, HDMI,
or analog video), and coordinates
the decoding of network sources
directly on Display Node hardware,
or through external Decode Servers.

Decode Server, used to offload a
Display Node and decode streaming
video from the network, can be
deployed in whatever numbers
are needed to accommodate the
decoding needs of the specific
application. From just a few security
cameras, to a city-wide system
of hundreds of traffic cameras,
the combination of Decode Servers
and Display Node can handle the
requirement.

Display Node is designed to be
deployed across an organization:
in control rooms, meeting rooms—
anywhere Source content needs
to be viewed and shared and a
network connection is found.

Display Node is vis|ability’s display management
software
Display Node
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All content ©2019 Activu Corporation. All rights reserved. .com Display Node System Specification
Display Node runs on standard
COTS hardware. Activu systems can be configured for any size video wall, any number
of displays, and inputs.

Contact Activu
engineering for
specific configurations
and capabilities.

Computer Architecture
Operating System Windows® 10 Professional x64
CPU XEON® Silver
Memory 16GB DDR4 RAM
Storage 2x 240GB SSD, RAID 1 configuration
Networking Dual Gigabit Ethernet
Input and Output (per server)
Graphics Subsystem AMD® WX9100 Graphics
Direct Inputs Up to 16 DP/HDMI 4K inputs @60fps
Streaming Inputs
all @60fps
Up to* 256 IP decodes, standard def. resolution
64 IP decodes, high def. resolution
16 IP decodes, 4k resolution
Display Outputs Up to 48 HD displays, 1920x1080 pixels each Up to 12 4K displays, 4096x2160 pixels each
Audio Output Balanced Stereo Output
Source Content Support (per computer)
The number of Sources in an Activu system are virtually unlimited. The list below is a guide to the number of those which can be shown simultaneously on a single Display Node.

Capture Client Up to 48 capture clients,
with resolutions up to 32MP supported
Web Content Up to 100 web windows
Media File Playback up to 64 HD IP decodes @ 60fps
Office Documents MS Word, MS Excel, MS Powerpoint
Local Applications Local application control is available and the type and number are dependent on
the application used
* Additional graphics cards can be added to the computer to increase these quantities.

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.com The information contained herein is subject to change without notice. v3.1 02-29-21 ref: A005
Vis|ability’s
graphic user
interface is
refined and
powerful
vis|ability ® on the Desktop
Flawless operations and optimal
situational awareness are the goals
of any organizations, regardless of
their mission: public utilities, traffic
control, transportation management,
military, security operations centers,
and network operations centers,
among many others.

To achieve complete situational
awareness, critical decision-makers
require efficient access to information,
simplified communications tools, and
an ability to understand and disseminate complex information quickly.

Vis|ability’s completely new interface
elegantly solves these challenges.

WORKSPACE
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All content ©2021 Activu Corporation. All rights reserved. .com Requirements Minimum Recommended
vis|ability Workspace Licensing Per-User Licensing
Operating System Windows® 10 x64 Pro, Windows® Server 2016 CPU Intel® i5 5th generation or equivalent Intel® i7 8th generation or higher Memory 8GB RAM 16GB RAM
Storage 10GB HDD 100GB HDD
Graphics Intel® Integrated graphics
6th generation
AMD® or Nvidia® discrete
graphics card
User-Centered
Design
Vis|ability provides intuitive access to sources
available on the network.

Vis|ability places the
complete information environment directly into the
hands of those who need
it most—operators—and
makes critical content
simply accessible and
sharable. With vis|ability,
teams see, share, and
respond quickly and efficiently and achieve optimal situational awareness, so operations perform
at their best.

Collaboration,
Built In
For information to be
useful, not only must it be
accessible, it must also be
shared and assimilated.

Designed specifically for
control room environments,
vis|ability allows users to
easily share and collaborate
across the organization,
regardless of where the
intended audience happens
to be. Place information
sources onto one or more
video walls, share directly
from the desktop any
application or screen,
or place content into a
Space to provide instant
sharing to any user with
access to that Space.

Information,
Accessible &
Organized
Vis|ability allows users
to organize information
assets in a single place,
easily accessible, and
completely searchable.

Nearly any source of
information can be incorporated: web content,
network cameras, streaming desktop content,
documents, presentations,
and applications can be
defined and placed in the
vis|ability Source tree,
shared among users, and
are immediately accessible
from any desktop.

Best Video Wall
Control in the
Industry
With 30 years of control
room experience, Activu
delivers the most intuitive
and flexible video wall management on the market
today. Easily place and
organize any information
source to deliver the exact
presentation needed for the
operational environment.

Dynamically place content,
save content organization
in layouts, or use templates,
ensuring consistenly
structured placement of
critical information where
it is needed most.
vis|ability on the Desktop
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.com The information contained herein is subject to change without notice. v2.2 08-27-20 ref: A007
Acquiring content from networkconnected computers and delivering that content to video walls, desktops, and mobile users,
Capture Client uses a softwareonly, adaptive encoding mechanism to ensure optimal visual results while maintaining the
highest level of security and
network efficiency.

Capture Client is able to intake
the entire desktop from one or
multiple screens, a single application, a predefined area of the desktop, or all the above at the
same time, for complete flexibility
of what and how desktop content
is delivered to a vis|ability system.

Remote viewers with appropriate
authentication become remote
users through Capture Client, via
the universal soft KVM feature.

Transmitting content through a
vis|ability multiplexer ensures the
burden on the source computer
is minimized while distributing
content to multiple destinations,
desktops, video walls, or mobile
users, simultaneously. Capture
Client’s proprietary encoding efficiently transports content with perfect lossless visual results,
ultra-low latency (<100ms typical,
as low as 10ms) and virtually
unlimited capture resolution.

Capture Client is the software that pulls content
into vis|ability from computers on the network
vis|ability ® Capture Client™

C A P T U R E
CLIENT
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All content ©2020 Activu Corporation. All rights reserved. .com System Specification
Requirements Minimum Recommended
Operating System Windows® 10 Professional, Windows® 8/8.1, Windows® 7 Professional x32/x64, Windows® Server 2002,
Windows® Server 2008SP2, Windows® Server 2012,
Windows® Server 2016
CPU Intel® i3 Intel® i7
Memory 4GB RAM 16GB RAM
Storage 1GB available on HDD 1GB available on HDD
Graphics - AMD WX7100 graphics
or equivalent
Network Requirements Min 1GB Ethernet, recommend Dual NIC.

Support IGMP v2 for multicast traffic.

Please refer to “Activu on the Network” document
for details on ports, protocols and firewall rules.

Virtual Environments 1 processor, 2 cores, 8GB RAM, Dual NIC, 64GB graphics VDI Whether using high performance differential, or adaptively using H.264 video encoding for high motion information content, Capture Client can be utilized with nearly any computer, including virtual machines.

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.com The information contained herein is subject to change without notice. v2.2 08-27-20 ref: A006
vis|ability Spaces™
SPACES
Daily Briefing
Camera 1 Camera 2 Camera 1
Application Dashboard Web Page Camera 4
Control Whiteboard Grid Align Tile Layout/Template Views Save The vis|ability® platform introduces
a new and uniquely useful concept
to the control room: Spaces.

A vis|ability Space™ is a virtual real-time,
common operating picture container that can
be used to organize, view, & share disparate
information throughout an entire organization.

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All content ©2020 Activu Corporation. All rights reserved. .com Any Information
Source
Users can create Spaces to
contain any information Source
defined in the vis|ability platform.

Arranging related information,
such as for a project, briefing,
or related to a specific type
of equipment—a Space can
contain any information in
multiple independent windows,
each of which can be moved,
scaled and stacked within the
Space’s virtual display area.

Any Destination
Spaces can be viewed on
any destination display in the
vis|ability platform, whether
a video wall, user desktop,
or mobile device.

Shared & Collaborative
Spaces are saved in the
Workspace Hub, and available
for any user authorized by the
Space’s creator. For example,
a Space can be made available
for specific users, or users in
a particular group, and can be
modified as operational needs
dictate. A creator can mark
a public Space as read-only;
meaning only the creator can
make changes to that Space.

All instances of a Space are
synchronized across all viewers
—and changes are automatically reflected to each user or endpoint.
vis|ability Spaces™
Crisis Room Space
Wind Turbine Camera 1 SCADA
Tower Camera 1
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activu.com Page 35 of 36
Appendix 6: Training & Manuals
Training and Manuals
Activu Corporation will provide its’ standard documentation package and will provide training for the End User’s specified users including System Operators & Administrators.

Activu has included eight (8) hours of on-site training that will occur at or near the end of the installation period.

The specifics of the training program (schedule, number of students, etc.) can be discussed and modified to suit the needs of the Customer prior to the preparation of a final project schedule. Training will be conducted on a single day or consecutive days, so it is important for the Customer to coordinate the schedule with Activu to assure that all personnel to be trained are present during the scheduled time.

The following manuals are provided in electronic format (PDF) and one (1) printed color copy each:
• Vis|ability Desktop Client Guide - provides instruction on use of the Activu vis|ability system by end users. Topics covered in this document include how to manipulate displays, collaboration with other users, and the use of Spaces to create personal dashboards of vis|ability sources.
• Vis|ability Administrator Guide - provides administrators of an Activu vis|ability system instruction on various aspects of administration, including permissions (users and groups), source management, scripting, and Action Panel creation. • Vis|ability Scripting Reference - provides descriptions and examples of the scripting commands and interfaces available within the Activu vis|ability system. • Vis|ability Troubleshooting Guide - describes and provides solution suggestions for common issues that may occur during the operation of the Activu vis|ability system. • Vis|ability Installation Guide for Windows - provides detailed instructions on this installation process for a typical Activu vis|ability system.
(Additional color manuals can be provided for a nominal printing fee.) Redlands Regular Meeting of 12-17-2024 678 of 1598
& City of Redlands
EOC Visualization System
•
activu.com Page 36 of 36
Appendix 7: Manufacturer’s Equipment literature
Attached are manufacturer’s spec sheets or brochures for the following equipment:
• LG UR640S9UD series LCD displays – 65-inch and 75-inch • Dell Power Edge R360 Server
• Dell Precision R7960 Rack-Mounted Workstation
Redlands Regular Meeting of 12-17-2024 679 of 1598
* All images in this datasheet are for illustrative purposes only.

UR640S9UD Series
LG Ultra HD TV Signage UR640S9UD Series
Available Sizes 86” / 75” / 65” / 55” / 50” / 43”
Screen Resolution 3,840 × 2,160 (UHD)
Operation Time 16 Hours / 7 Days
Brightness
86” / 75”: 330 nits
65” / 55” / 50”: 400 nits
43”v: 300 nits
LG Solution Compatibility Promota App, LG ConnectedCare, LG SuperSign CMS, LG SuperSign Control
Attractive Design
with Slim Depth
Embedded Content &
Group Management
Versatile Content
Management with
LG SuperSign CMS
Superb Picture Quality
with Ultra HD Resolution
43”
86”
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UR640S9UD Series
LG's SIMPLE ADVERTISEMENT HELPER, PROMOTA
Using LG's Promota* mobile application, you can easily create your own display contents. With Promota, you can add text and images to create an online profile for your business as well as deliver information such as event news, seasonal menus, promotions, and even more to your customers while leveraging easy-to-use templates relevant to your industry. * LG Promota can be downloaded from the App Store and Google Play store.

SUPERB PICTURE WITH ULTRA HD RESOLUTION

EMBEDDED CONTENT & GROUP MANAGEMENT
The embedded Content and Group Management System allows you to edit and play content, schedule playlists and groups, and control signage via remote control, mouse and mobile phone without the use of separate PC or software.

IMPROVED DESIGN WITH SLIM DEPTH
With the resolution that is 4 times higher than Full HD, this model makes the color and details of the contents more vivid and realistic.

In addition, the LG IPS panel provides a clear view of the picture contents even at extremely wide viewing angles.
* 'LG Conventional' refers to LG UT640S series.

This series is thinner than LG conventional* models to save space and enable easy installation. In addition, its sophisticated design and color improve the décor of the space where the product is installed.

Content Management Group Management
Time Scheduling
Set a Playlist
Master TV Group 1 Group 2
LG Conventional

87.1 mm
55” 55”

57.5 mm
UR640S

WIRELESS ACCESS POINT
The UR640S9UD series operates as a virtual router which can be an wireless access point for mobile devices.

Internet
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UR640S9UD Series

REAL-TIME PROMOTION
With Beacon and Bluetooth® Low Energy (BLE), shop
managers can provide coupons and information in real-time.

CONTENT SHARING
Content Mirroring among devices is available on a same
Wi-Fi network.

Multiple Admins CMS Available Displays
External Database (Optional)
Customizable
Templates
Playlist Setting
Multi Channel
Scheduling
External Data
Connection
VERSATILE CONTENT MANAGEMENT WITH LG SuperSign CMS
LG SuperSign CMS* is integrated management program supporting creation and management of digital media and content deployment, optimized for LG signage. With its simple and intuitive menus and layout options, it enhances content creation, editing, scheduling and distribution. In addition, it supports multiple displays and accounts, is able to be linked to external databases, and allows server access from mobile devices.
* LG SuperSign CMS is sold separately.
* LG SuperSign Control is sold separately.

QUICK & EASY SIGNAGE CONTROL WITH LG
SuperSign CONTROL
SuperSign Control is basic signage control software, and it can manage up to 100 displays through a single account and server.

Power, volume, and scheduling can be remotely adjusted and firmware updates supported.

Display A
Display B
Display C
No Signal
DPM Mode
Display Power Management (DPM) can be configured to be On only when there is a TV signal present to manage power more efficiently.

DISPLAY POWER MANAGEMENT SUPPORT
Control
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UR640S9UD Series
* Jack Panels may differ from the above image, so please contact LG sales team to verify before ordering. * The availability of the 'LG ConnectedCare' service differs by region is sold separately. Contact the LG sales representative in your region for more details.

REAL-TIME LG ConnectedCare SERVICE
Maintenance is easy and fast with the optional LG ConnectedCare* service, a cloud service solution provided by LG. It remotely manages the status of displays in client workplaces for fault diagnosis and remote-control services, supporting the stable operation of clients' businesses.

EASY MENU SETUP FOR VERTICAL NEEDS
The UR640S9UD series conveniently organizes frequently used menus* by industry. * Pre-set support verticals: Corporate / Government / Retail / Meeting Room

CONNECTIVITY
86" 75" / 65" / 55" / 50" / 43"
Rear Rear
Side Side

HDMI IN
1 Manufactured under license from Dolby Laboratories, Dolby, Dolby Vision, Dolby Audio, Dolby Atmos, and the double - D symbol are trademarks of Dolby Laboratories.

MEZ68822528(REVOO)

LINE OUT LAN ANTENNA/

CABLE IN

OPTICAL

DIGITAL

AUDIO OUT
RS-232C IN
(CONTROL
& SERVICE) 1
USB IN
2 (ARC) 3

HDMI IN SERVICE
ONLY

SERVICE
ONLY
RS-232C IN
(CONTROL
& SERVICE) 1 2 (ARC)

HDMI IN
3 HDMI IN
MCR68423502

ANTENNA/

CABLE IN
LAN

OPTICAL

DIGITAL

AUDIO OUT
USB IN
Manufactured under license
from Dolby Laboratories. Dolby, Dolby Vision,
Dolby Audio, Dolby Atmos, and the double-D
symbol are trademarks of Dolby Laboratories. LINE OUT
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UR640S9UD Series
86UR640S9UD 75UR640S9UD 65UR640S9UD 55UR640S9UD 50UR640S9UD 43UR640S9UD

DISPLAY
Size 86" 75" 65" 55" 50" 43"
Resolution 3840 X 2160 (UHD) 3840 X 2160 (UHD) 3840 X 2160 (UHD) 3840 X 2160 (UHD) 3840 X 2160 (UHD) 3840 X 2160 (UHD) Backlight Unit Type Direct Direct Direct Direct Direct Direct Brightness 330 nits 330 nits 400 nits 400 nits 400 nits 300 nits Dynamic Contrast Ratio
(Dynamic MCI (Hz)) 1,000,000:1 1,000,000:1 1,000,000:1 1,000,000:1 1,000,000:1 1,000,000:1 Static (Panel)
Contrast Ratio 1200:1 1200:1 1200:1 1300:1 5,000:1 1200:1 Response Time (G to G) 5 ms 8 ms 8 ms 14 ms 19 ms 8 ms
Refresh Rate 120 Hz 60 Hz 60 Hz 60 Hz 60 Hz 60 Hz
Life Span 30,000 hrs 30,000 hrs 30,000 hrs 30,000 hrs 30,000 hrs 30,000 hrs HDR_HDR 10 Pro Yes Yes Yes Yes Yes Yes
HDR_HLG Yes Yes Yes Yes Yes Yes
AUDIO
Built-in Speakers 2.0 channel, 10W + 10W 2.0 channel, 10W + 10W 2.0 channel, 10W + 10W 2.0 channel, 10W + 10W 2.0 channel, 10W + 10W 2.0 channel, 10W + 10W LG Sound Sync Yes
(Bluetooth Required)
Yes
(Bluetooth Required)
Yes
(Bluetooth Required)
Yes
(Bluetooth Required)
Yes
(Bluetooth Required)
Yes
(Bluetooth Required)
BROADCASTING Broadcasting System ATSC, Clear QAM,
Analog NTSC
ATSC, Clear QAM,
Analog NTSC
ATSC, Clear QAM,
Analog NTSC
ATSC, Clear QAM,
Analog NTSC
ATSC, Clear QAM,
Analog NTSC
ATSC, Clear QAM,
Analog NTSC
Global IPTV Support Yes Yes Yes Yes Yes Yes
SMART

FEATURES
Smart Home
(Launcher Bar) Yes Yes Yes Yes Yes Yes
Quick Access Yes Yes Yes Yes Yes Yes
Web Browser Yes Yes Yes Yes Yes Yes
Pre-loaded App YouTube YouTube YouTube YouTube YouTube YouTube SDP Server compatibility Yes Yes Yes Yes Yes Yes
SW Clock
(World Clock / Alarm) Yes Yes Yes Yes Yes Yes
Mood Display Yes Yes Yes Yes Yes Yes
SoftAP Yes Yes Yes Yes Yes Yes
Wi-Fi 802.11ac 802.11ac 802.11ac 802.11ac 802.11ac 802.11ac Screen Share (Miracast) Yes Yes Yes Yes Yes Yes
Smart Share Yes Yes Yes Yes Yes Yes
LG ThinQ App Yes Yes Yes Yes Yes Yes
DIAL Yes Yes Yes Yes Yes Yes
Bluetooth Audio Playback Yes Yes Yes Yes Yes Yes
Mobile Connection
Overlay Yes Yes Yes Yes Yes Yes
OTHER

FEATURES
HDMI-ARC ARC, HDMI2 ARC, HDMI2 ARC, HDMI2 ARC, HDMI2 ARC, HDMI2 ARC, HDMI2 USB Cloning Yes Yes Yes Yes Yes Yes
WOL Yes Yes Yes Yes Yes Yes
SNMP Yes Yes Yes Yes Yes Yes
Self Diagnostics (USB) Yes Yes Yes Yes Yes Yes
SI Compatible Protocol TVLink Tuner TVLink Tuner TVLink Tuner TVLink Tuner TVLink Tuner TVLink Tuner HTNG-CEC Yes Yes Yes Yes Yes Yes
Simplink (HDMI-CEC) 1.4 1.4 1.4 1.4 1.4 1.4
IR Out RS-232C RS-232C RS-232C RS-232C RS-232C RS-232C
Multi-code IR Yes Yes Yes Yes Yes Yes
Hotel Mode / PDM /
Installer Menu Yes Yes Yes Yes Yes Yes
Lock mode Yes (Limited) Yes (Limited) Yes (Limited) Yes (Limited) Yes (Limited) Yes (Limited) Port Block Yes Yes Yes Yes Yes Yes
Welcome Screen
(Splash Image) Yes Yes Yes Yes Yes Yes
Insert Image Yes Yes Yes Yes Yes Yes
IP Channel Manager Yes Yes Yes Yes Yes Yes
External Speaker Out
Int / Fixed, 3.5mm, Stereo,
Single ended Type(GND,L+,R+),
2W with 8Ω
Int / Fixed, 3.5mm, Stereo,
Single ended Type(GND,L+,R+),
2W with 8Ω
Int / Fixed, 3.5mm, Stereo,
Single ended Type(GND,L+,R+),
2W with 8Ω
Int / Fixed, 3.5mm, Stereo,
Single ended Type(GND,L+,R+),
2W with 8Ω
Int / Fixed, 3.5mm, Stereo,
Single ended Type(GND,L+,R+),
2W with 8Ω
Int / Fixed, 3.5mm, Stereo,
Single ended Type GND,L+,
R+), 2W with 8Ω
RJP (remote jack pack)
Compatibility
Teleadapt/Guestlink
(HDMI CEC)
Teleadapt/Guestlink (HDMI
CEC)
Teleadapt/Guestlink (HDMI
CEC)
Teleadapt/Guestlink (HDMI
CEC)
Teleadapt/Guestlink (HDMI
CEC)
Teleadapt/Guestlink (HDMI
CEC)
Moving Picture Playback
(SD/HD/Plus HD) Yes Yes Yes Yes Yes Yes
Auto Off / Sleep Timer Yes / Yes Yes / Yes Yes / Yes Yes / Yes Yes / Yes Yes / Yes Energy Saving mode Yes Yes Yes Yes Yes Yes
Motion Eye Care Yes Yes Yes Yes Yes Yes
Crestron Certi.

Compatibility Yes Yes Yes Yes Yes Yes
DPM (Digital Power
Management) Yes Yes Yes Yes Yes Yes
Time scheduler Yes Yes Yes Yes Yes Yes
RTC (Real Time Clock) Yes Yes Yes Yes Yes Yes
NTP sync timer Yes Yes Yes Yes Yes Yes
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UR640S Series
86UR640S9UD 75UR640S9UD 65UR640S9UD 55UR640S9UD 50UR640S9UD 43UR640S9UD OTHER

FEATURES
BEACON Yes Yes Yes Yes Yes Yes
Embedded CM
(Contents Manager) Yes Yes Yes Yes Yes Yes
Embedded GM
(Group Manager) Yes Yes Yes Yes Yes Yes
Promota / Mobile CMS Yes / Yes Yes / Yes Yes / Yes Yes / Yes Yes / Yes Yes / Yes SuperSign Control /
Control Plus Yes / Yes Yes / Yes Yes / Yes Yes / Yes Yes / Yes Yes / Yes SuperSign CMS(Premium) Yes Yes Yes Yes Yes Yes
Simple Editor Yes Yes Yes Yes Yes Yes

INTERFACES
HDMI In 3 (v2.0) 3 (v2.0) 3 (v2.0) 3 (v2.0) 3 (v2.0) 3 (v2.0) RS-232C 3.5mm Stereo Jack 3.5mm Stereo Jack 3.5mm Stereo Jack 3.5mm Stereo Jack 3.5mm Stereo Jack 3.5mm Stereo Jack Service Only 3.5mm Stereo Jack 3.5mm Stereo Jack 3.5mm Stereo Jack 3.5mm Stereo Jack 3.5mm Stereo Jack 3.5mm Stereo Jack USB 2.0 1 1 1 1 1 1
RF In 1 1 1 1 1 1
Optical Digital Audio Out 1 1 1 1 1 1
Line Out 3.5mm Stereo Jack 3.5mm Stereo Jack 3.5mm Stereo Jack 3.5mm Stereo Jack 3.5mm Stereo Jack 3.5mm Stereo Jack RJ45 (LAN) 1 1 1 1 1 1

MECHANICAL
Stand Type 86/75/65/55/50": 20Y 2Pole
43" : 18Y 2Pole
86/75/65/55/50": 20Y 2Pole
43" : 18Y 2Pole
86/75/65/55/50": 20Y 2Pole
43" : 18Y 2Pole
86/75/65/55/50": 20Y 2Pole
43" : 18Y 2Pole
86/75/65/55/50": 20Y 2Pole
43" : 18Y 2Pole
86/75/65/55/50": 20Y 2Pole
43" : 18Y 2Pole
Front Color Blue Blue Blue Blue Blue Blue
VESA Compatible 600 x 400 400 x 400 300 x 300 300 x 300 200 x 200 200 x 200 Kensington Lock Yes Yes Yes Yes Yes Yes
Weight without Stand 99.6 lbs / 45.2 kg 69.2 lbs / 31.4 kg 47.4 lbs / 21.5 kg 30.9 lbs / 14.0 kg 25.8 lbs / 11.7 kg 19.4 lbs / 8.8 kg Weight with Stand 101.2 lbs / 45.9 kg 70.8 lbs / 32.1 kg 48.1 lbs / 21.8 kg 31.3 lbs / 14.2 kg 26.2 lbs / 11.9 kg 19.6 lbs / 8.9 kg Shipping Weight 128.8 lbs / 58.4 kg 91.5 lbs / 41.5 kg 61.3 lbs / 27.8 kg 41.9 lbs / 19.0 kg 32.2 lbs / 14.6 kg 24.5 lbs / 11.0 kg Dimensions without Stand 75.9 x 43.5 x 2.4 in
1927 x 1104 x 59.9 mm

66.1 x 38.0 x 2.4 in
1678 x 964 x 59.9 mm

57.2 x 33.0 x 2.3 in
1454 x 838 x 57.7 mm

48.6 x 28.1 x 2.3 in
1235 x 715 x 57.5 mm

44.1 x 25.6 x 2.2 in
1121 x 651 x 57.1 mm

38.1 x 22.2 x 2.2 in
967 x 564 x 57.1 mm
Dimensions with Stand 75.9 x 45.9 x 14.3 in
1927 x 1167 x 362 mm

66.1 x 40.4 x 14.3 in
1678 x 1027 x 362 mm

57.2 x 35.4 x 10.7 in
1454 x 899 x 271 mm

48.6 x 30.4 x 9.1 in
1235 x 772 x 232 mm

44.1 x 27.9 x 9.1 in
1121 x 708 x 232 mm

38.1 x 24.5 x 8.5 in
967 x 622 x 216 mm
Dimensions in Shipping 83.3 x 47.8 x 9.0 in
2115 x 1215 x 228 mm

74.0 x 43.9 x 7.9 in
1880 x 1115 x 200 mm

63.0 x 38.2 x 6.8 in
1600 x 970 x 172 mm

53.5 x 31.9 x 6.4 in
1360 x 810 x 162 mm

47.8 x 30.5 x 6.0 in
1215 x 775 x 152 mm

41.5 x 26.0 x 5.6 in
1055 x 660 x 142 mm
Bezel Width (L/R/U/B):

On Bezel 15.9 / 15.9 / 15.9 / 19.9 mm 13.9 / 13.9 / 13.9 / 19.9 mm 12.8 / 12.8 / 12.8 / 19.9 mm 12.8 / 12.8 / 12.8 / 19.9 mm 12.8 / 12.8 / 12.8 / 19.9 mm 12.8 / 12.8 / 12.8 / 19.9 mm Bezel Width (L/R/U/B):

Off Bezel 6.9 / 6.9 / 6.9 / 18.4 mm 7.9 / 7.9 / 7.9 / 18.4 mm 6.8 / 6.8 / 6.8 / 18.4 mm 6.9 / 6.9 / 6.9 / 18.4 mm 7.3 / 7.3 / 7.8 / 18.4 mm 6.9 / 6.9 / 6.9 / 18.4 mm POWER
Power Supply
(Voltage, Hz) 120 Vac, 50/60 Hz 120 Vac, 50/60 Hz 120 Vac, 50/60 Hz 120 Vac, 50/60 Hz 120 Vac, 50/60 Hz 120 Vac, 50/60 Hz Power Consumption
(Max) 339 W 228 W 198 W 166.3 W 144.8 W 119.1 W
Power Consumption (Typ) 313 W 202 W 169 W 140.1 W 118.8 W 97.7 W Standby Power
Consumption Less than 0.5W Less than 0.5W Less than 0.5W Less than 0.5W Less than 0.5W Less than 0.5W

WARRANTY &
OTHER
Standards UL UL UL UL UL UL
EMC Certification FCC FCC FCC FCC FCC FCC
Environmental EPEAT, ISTA6 EPEAT, ISTA6 EPEAT, ISTA6 EPEAT, ISTA6 EPEAT, ISTA6 EPEAT, ISTA6 Accessories
L-Con Remote Control, Power
Cable (2m, Attached),
Optional Chromecast
Anti-theft Accessory
L-Con Remote Control, Power
Cable (2m, Attached),
Optional Chromecast
Anti-theft Accessory
L-Con Remote Control, Power
Cable (2m, Attached),
Optional Chromecast
Anti-theft Accessory
L-Con Remote Control, Power
Cable (2m, Attached),
Optional Chromecast
Anti-theft Accessory
L-Con Remote Control, Power
Cable (2m, Attached),
Optional Chromecast
Anti-theft Accessory
L-Con Remote Control, Power
Cable (2m, Attached),
Optional Chromecast
Anti-theft Accessory
Copyright 2021 ®LG Electronics USA, Inc., 2000 Millbrook Drive Lincolnshire, IL 60069, USA.

All rights reserved. LG and the LG logo are registered trademarks of LG Corp. All other products and brand names are trademarks or registered trademarks of their respective companies.

Designs, features, and specifications are subject to change without notice. All screen images are simulated.

SPEC_UR640S_072118_LR
https://www.lg.com/us/business/commercial-display
https://www.twitter.com/LGCommDisplays
https://www.facebook.com/LGcommercialdisplays
https://www.linkedin.com/company/lg-commercial-displays-usa https://www.youtube.com/lgcommercialdisplayusa
Redlands Regular Meeting of 12-17-2024 685 of 1598
Elevate your enterprise to new heights with PowerEdge R360 Powered by the latest Intel® Xeon® E-2400 processors, Dell PowerEdge R360 is designed for productivity and data intensive applications, making it ideal for your growing business. With 4400/MT DDR5 and advanced NVMe BOSS-N1, it supports reduced latency and seamless scalability to bring the computing capability to the next level.

Beyond the computing power, the Dell PowerEdge R360 is equipped with energy-efficient power supply, hot-plug storages, air cooling fans to make it a reliable, responsible, and secure choice.

Enterprise-level GPU support
The PowerEdge R360 supports NVIDIA A2 GPU to meet the growing demand in video and audio computing. It provides cost-effective solutions for ROBO and Near-Edge customers from retail, manufacturing, and logistics.

This makes the PowerEdge R360 a powerful and versatile server for small to mid-sized businesses to enable a variety of workloads ranging from business-critical to cloud infrastructure. It is also widely used for point-of-sale transactions and enterprise level requirements for data analysis and virtualization.

Cyber Resilient Architecture for Zero Trust IT environment & operations Security is integrated into every phase of the PowerEdge lifecycle, including protected supply chain and factory-to-site integrity assurance. Silicon-based root of trust anchors end-to-end boot resilience while Multi-Factor Authentication (MFA) and role-based access controls ensure trusted operations.

Increase efficiency and accelerate operations with autonomous collaboration The Dell OpenManage systems management portfolio tames the complexity of managing and securing IT infrastructure. Using Dell Technologies’ intuitive end-to-end tools, IT can deliver a secure, integrated experience by reducing process and information silos in order to focus on growing the business. The Dell OpenManage portfolio is the key to your innovation engine, unlocking the tools and automation that help you scale, manage, and protect your technology environment.

Sustainability
From recycled materials in our products and packaging, to thoughtful, innovative options for energy efficiency, the PowerEdge portfolio is designed to make, deliver, and recycle products to help reduce the carbon footprint and lower your operation costs. We even make it easy to retire legacy systems responsibly with Dell Technologies.

Services
Rest easier with Dell Technologies Services. Maximize your PowerEdge Servers with comprehensive services ranging from Consulting, to ProDeploy and ProSupport suites, Data Migration and more – available across 170 countries and backed by our 60K+ employees and partners.

PowerEdge R360
Deliver powerful compute with a single
processor server
The Dell PowerEdge R360 addresses evolving compute demands with an easy to manage rack server designed for businesses looking for affordable enterprise features.

Specification Sheet
PowerEdge R360
The Dell PowerEdge R360 offers
streamlined productivity, high-speed
memory and capacity, and powerful
compute to address common business
applications. Ideal for inside or outside
of the data center:
• Small to mid-sized businesses
• ROBO / Near-edge
• Collaboration and sharing
• Database support and management
Redlands Regular Meeting of 12-17-2024 686 of 1598
Feature Technical Specifications
Processor One Intel Xeon E-2400 series processor with up to 8 cores or One Intel Pentium G7400/G7400T processor with 2 cores Memory • 4 DDR5 DIMM slots, supports UDIMM 128 GB max, speeds up to 4400 MT/s • Supports unregistered ECC DDR5 DIMMs only
Storage controllers • Internal Controllers: HBA355i Adpt, PERC H355 Adpt, PERC H755 Adpt, HBA355i front, H355 front, H755 front • Internal Boot: Internal USB 3.0, or Boot Optimized Storage Subsystem (BOSS-N1):

HWRAID 2 x M.2 SSDs, USB
• External HBAs (non-RAID): HBA355e Adpt
• Software Controller: S160
Drive Bays Front bays:
• Up to 4 x 3.5-inch SAS/SATA (HDD/SSD) max 64 TB
• Up to 8 x 2.5-inch SAS/SATA (SSD) max 61.44 TB
Power Supplies • 600 W Platinum 100 — 240 VAC or 240 VDC, hot swap redundant • 700 W Titanium 200 — 240 VAC or 240 VDC, hot swap redundant Cooling Options Air cooling
Fans • Up to 4 fans
Dimensions • Height – 42.8 mm (1.68 inches)
• Width – 482.0 mm (18.97 inches)
• Depth – 585.3 mm (23.04 inches) without bezel
• Depth — 598.9 mm (23.57 inches) with bezel
Form Factor 1U rack server
Embedded Management • iDRAC9
• iDRAC Direct
• iDRAC RESTful API with Redfish
• iDRAC Service Manual
Bezel Security bezel or Optional Filter bezel
OpenManage Software • OpenManage Enterprise
• OpenManage Power Manager plugin
• OpenManage Service plugin
• OpenManage Update Manager plugin
• CloudIQ for PowerEdge plug in
• OpenManage Enterprise Integration for VMware vCenter
• OpenManage Integration for Microsoft System Center
• OpenManage Integration with Windows Admin Center
Mobility OpenManage Mobile
OpenManage Integrations • BMC Truesight
• Microsoft System Center
• OpenManage Integration with ServiceNow
• Red Hat Ansible Modules
• Terraform Providers
• VMware vCenter and vRealize Operations Manager
Security • Cryptographically signed firmware
• Data at Rest Encryption (SEDs with local or external key mgmt) • Secure Boot
• Secured Component Verification (Hardware integrity check) • Secure Erase
• Secured-core server
• Silicon Root of Trust
• System Lockdown (requires iDRAC9 Enterprise or Datacenter) • TPM 2.0 FIPS, CC-TCG certified, TPM 2.0 China NationZ Embedded NIC 2 x 1 GbE LOM
GPU Options 1 x 60 W single-width GPU
Ports Front Ports
• 1 x iDRAC Direct (Micro-AB USB) port
• 1 x USB 2.0
Rear Ports
• 1 x Dedicated iDRAC Ethernet port
• 1 x USB 2.0
• 1 x USB 3.2 Gen1
• 1 x VGA
• 1 x Serial
Internal Ports
• 1 x USB 3.2 Gen1
PCIe Up to two PCIe Gen4 slots on the Gen4 Riser
• Slot 1: 1 x8 with x8 bandwidth, Half Length, Low Profile • Slot 2: 1 x16 with x8 bandwidth, Half Length, Low Profile • One dedicated PCIe x8 slot on the system board for internal PERC Redlands Regular Meeting of 12-17-2024 687 of 1598
Learn more about our
systems management
solutions
Contact a Dell
Technologies Expert
for Sales or Support
Search our
Resource Library
Follow PowerEdge
servers on Twitter
Learn more about
services for
PowerEdge servers]
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Copyright © 2023 Dell Inc. or its subsidiaries. All Rights Reserved. Dell Technologies, Dell, and other trademarks are trademarks of Dell Inc. or its subsidiaries. Other trademarks may be trademarks of their respective owners.

June 2024
Feature Technical Specifications
Operating System and Hypervisors • Canonical Ubuntu Server LTS • Microsoft Windows Server with Hyper-V
• Red Hat Enterprise Linux
• SUSE Linux Enterprise Server
• VMware ESXi
For specifications and interoperability details, see Dell.com/OSsupport.

OEM-ready version available From bezel to BIOS to packaging, your servers can look and feel as if they were designed and built by you. For more information, visit Dell.com/OEM.

APEX on Demand
APEX Flex on Demand Acquire the technology you need to support your changing business with payments that scale to match actual usage. For more information, visit www.delltechnologies.com/en-us/payment-solutions/flexible-consumption/flex-on-demand.htm.

Redlands Regular Meeting of 12-17-2024 688 of 1598
Dell Technologies is the world’s number one workstation company* Precision
7960 Rack
Be more productive,
as you power your purpose.
*Based on IDC Workstation Tracker, Q2 CY 23.

Redlands Regular Meeting of 12-17-2024 689 of 1598
Precision 3680 Tower
Intelligent performance
Up to (2) Intel® Xeon® 350W,
56 cores processors, (2) AMD
or NVIDIA 300W graphics,
128TB storage (8) M.2, (7)
PCIe Gen 4/5 slots, up to 8TB
of 4800MHz (DDR5) memory
Dell Optimizer for Precision
User experience
Front accessible and lockable
storage
Optical Disk Drive optional
Fast network speeds (1G, 10G, 25G)
USB 3.2 Type A ports
Mission critical reliability
and security
ISV Certifications
ECC memory
Advanced thermals
TPM 2.0, lockable chassis
with intrusion detection, self
encrypting drives
Precision
7960 Rack
Precision 7960 Rack
Redlands Regular Meeting of 12-17-2024 690 of 1598
Precision 7960 Rack
Dell Optimizer
for Precision
Click here to learn more about Dell Optimizer
Get up to 18% in power savings2
Save energy without sacrificing
performance for ultimate efficiency
with Power Optimization. Achieve
power savings when you set your
PC to Quiet Mode on your thermal
management settings — giving you
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Access personalized insights
Our Analytics feature monitors the
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your system’s battery, storage,
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Enhanced audio
Intelligent Audio senses your
surroundings and improves the
conferencing experience by removing
unwanted sounds, alerts you when
your voice quality is poor, and provides
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Experience 2x faster network
performance1
Network Optimization provides the
world’s first simultaneous multinetwork connection for faster data and video downloads3, and joins the
best network4 available.

An intelligent ecosystem
Enjoy easy pairing and management
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Dell Optimizer is our AI-based
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how you use your preferred apps to
increase performance, helping you
handle tasks efficiently.

1. Based on A Principled Technologies Report that ran PC performance benchmarks on Dell Latitude 9430 laptops and OptiPlex 7400 all-in-one desktop PCs: Improve PC app performance, battery charging, and end-user experiences with Dell Optimizer, June 2023

2. This is based on a Dell internal study, testing power and performance within our Dell Optimizer power module. White paper published November 2022 https://www.delltechnologies.com/asset/en-us/solutions/businesssolutions/industry-market/maximizing-power-efficiency-with-dell-optimizer-a-case-study.pdf

3. Best network selection based on signal strength, channel congestion, router type and others. Network suggestions based on user credentials.

4. Best network selection based on signal strength, channel congestion, router type and others. Network suggestions based on user credentials. *Based on Dell internal analysis, September 2022. Not all features available with all PCs. Additional purchase required for some features.

Redlands Regular Meeting of 12-17-2024 691 of 1598
Exhaust
fans.

An ultra scalable 2U rack workstation
Precision 7960 Rack
* Dell monitors are #1 Worldwide for 8 years (2014 to 2022)! Source: IDC Worldwide Quarterly PC Monitor Tracker, Q4 2022 Be productive from almost anywhere with a powerful, secured access rack based solution that keeps your intellectual property safely in the data center.

Power
connector
(2) RJ-45 RJ-45
USB 2.0
USB 3.0 Gen 1
Redundant
power supplies
System ID
button
VGA port
Removeable
cover
Slide rail
mounting holes
ISV Certifications TPM 2.0, lockable chassis
with intrusion detection,
self encrypting drives
Secure remote access with Teradici PCoIP
dual and quad display remote workstation
cards and Amulet Hotkey dual and quad
display Zero Clients
Redlands Regular Meeting of 12-17-2024 692 of 1598
5 Precision 7960 Rack
Packaging innovation
Ships in packaging made with
at least 95.8% recycled or
renewable content.*
Environmental Certifications &
Registrations
Meeting the following
environmental standards helps
customers trust our sustainability
efforts and see how our products
adhere to energy-efficiency
specifications and other climaterelated standards.

Built with sustainable materials
This Precision workstation incorporates
up to 41% post-consumer recycled plastic
content in it’s construction, including
closed-loop plastic.**
Sustainability on
Dell Precision 7960 Rack
*48.3 % recycled content and 47.5% renewable materials in the form of sustainably sourced fibers. Percentages may vary slightly by region. Excludes optional items added to order and included in box. **Based on internal analysis, November 2023. Percentage based on plastic weight.

See how we are reducing the impact of our products and solutions Dell.com/Sustainable-Devices
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FEATURE TECHNICAL SPECIFICATION
MODEL NUMBER1 Precision 7960 Rack
CHIPSET Intel C741
PROCESSOR OPTIONS1 Intel® Xeon® Silver 4410Y, 30MB cache, 12 cores, 24 threads, 2.0GHz to 3.9GHz Turbo, 150W Intel® Xeon® Gold 5415+, 23MB cache, 8 cores, 16 threads, 2.9GHz to 4.1GHz Turbo, 150W Intel® Xeon® Silver 4416+, 38MB cache, 20 cores, 40 threads, 2.0GHz to 3.9GHz Turbo, 165W Intel® Xeon® Gold 5418Y, 45MB Cache, 24 cores, 48 threads, 2.0GHz to 3.8GHz Turbo, 185W Intel® Xeon® Gold 5420+, 53MB cache, 28 cores, 56 threads, 2.0GHz to 4.1GHz Turbo, 205W Intel® Xeon® Gold 6430, 60MB cache, 32 cores, 64 threads, 2.1GHz to 3.4GHz Turbo, 270W Intel® Xeon® Gold 6434, 23MB cache, 8 cores, 16 threads, 3.7 GHz to 4.1GHz Turbo, 195W Intel® Xeon® Gold 6426Y, 8MB cache, 16 cores, 32 threads, 2.6GHz to 4.0GHz Turbo, 225W Intel® Xeon® Gold 6442Y, 60MB cache, 24 cores, 48 threads, 2.5GHz to 4.0GHz Turbo, 185W Intel® Xeon® Gold 6448Y, 60MB cache, 32 cores, 64 threads, 2.1GHz to 4.1GHz Turbo, 225W Intel® Xeon® Gold 6444Y, 45MB cache, 16 cores, 32 threads, 3.6GHz to 4.0GHz Turbo, 270W Intel® Xeon® Platinum 8452Y, 68MB cache, 36 cores, 72 threads, 2.0GHz to 3.2GHz Turbo, 300W Intel® Xeon® Platinum 8460Y, 105MB cache, 40 cores, 80 threads, 2.0GHz to 3.7GHz Turbo, 300W Intel® Xeon® Platinum 8462Y, 60MB cache, 32 cores, 64 threads, 2.8GHz to 4.1GHz Turbo, 300W Intel® Xeon® Platinum 8468, 105MB cache, 48 cores, 96 threads, 2.1GHz to 3.8GHz Turbo, 350W Intel® Xeon® Platinum 8470, 105MB cache, 52 cores, 104 threads, 2.0GHz to 3.8GHz Turbo, 350W Intel® Xeon® Platinum 8480+, 105MB cache, 56 cores, 112 threads, 2.0GHz to 3.8GHz Turbo, 350W OPERATING SYSTEM1 Windows 11 for Workstations
Ubuntu® 22.04, 64-bit
Red Hat® Linux® 8.6 Enterprise WS
MEMORY OPTIONS1,2,3 16GB, 1 x 16GB, DDR5, 4800MHz ECC
32GB, 1 x 32GB, DDR5, 4800MHz ECC
32GB, 2 x 16GB, DDR5, 4800MHz ECC
64GB, 1 x 64GB, DDR5, 4800MHz ECC
64GB, 2 x 32GB, DDR5, 4800MHz ECC
64GB, 4 x 16GB, DDR5, 4800MHz ECC
96GB, 6 x 16GB, DDR5, 4800MHz ECC
128GB, 1 x 128GB, DDR5, 4800MHz ECC
128GB, 2 x 64GB, DDR5, 4800MHz ECC
128GB, 4 x 32GB, DDR5, 4800MHz ECC
128GB, 8 x 16GB, DDR5, 4800MHz ECC
192GB, 6 x 32GB, DDR5, 4800MHz ECC
192GB, 12 x 16GB, DDR5, 4800MHz ECC
256GB, 1 x 256GB, DDR5, 4800MHz, ECC
256GB, 2 x 128GB, DDR5, 4800MHz,ECC
256GB, 4 x 64GB, DDR5, 4800MHz ECC
256GB, 8 x 32GB, DDR5, 4800MHz ECC
256GB, 16 x 16GB, DDR5, 4800MHz ECC
384GB, 6 x 64GB, DDR5, 4800MHz ECC
384GB, 12 x 32GB, DDR5, 4800MHz ECC
384GB, 24 x 16GB, DDR5, 4800MHz ECC
512GB, 2 x 256GB, DDR5, 4800MHz, ECC
512GB, 4 x 128GB, DDR5, 4800MHz,ECC
512GB, 8 x 64GB, DDR5, 4800MHz ECC
512GB, 16 x 32GB, DDR5, 4800MHz ECC
512GB, 32 x 16GB, DDR5, 4800MHz ECC
768GB, 6 x 128GB, DDR5, 4800MHz ECC
768GB, 12 x 64GB, DDR5, 4800MHz ECC
768GB, 24 x 32GB, DDR5, 4800MHz ECC
1 TB 4x 256GB, DDR5, 4800MHz,ECC
1 TB, 8 x 128GB, DDR5, 4800MHz,ECC
1 TB, 16 x 64GB, DDR5, 4800MHz ECC
1 TB, 32 x 32GB, DDR5, 4800MHz ECC

1.5 TB, 6 x 256GB, DDR5, 4800MHz, ECC

1.5 TB, 12 x 128GB, DDR5, 4800MHz ECC

1.5 TB, 24 x 64GB, DDR5, 4800MHz ECC
2 TB 8 x 256GB, DDR5, 4800MHz ECC
2 TB 16 x 128GB, DDR5, 4800MHz ECC
2 TB, 32 x 64GB, DDR5, 4800MHz ECC
3 TB, 12 x 256GB, DDR5, 4800MHz,ECC
3 TB, 24 x 128GB, DDR5, 4800MHz ECC
4 TB, 16 x 256GB, DDR5, 4800MHz ECC
4 TB, 32 x 128GB, DDR5, 4800MHz ECC
6 TB, 24 x 256GB, DDR5, 4800MHz ECC
8 TB, 32 x 256GB, DDR5, 4800MHz ECC
GRAPHICS Up to 2x Double wide graphics cards in PCIe Gen 5 slots – requires dual CPU system with 1400/2400W PSU NVIDIA:

NVIDIA® RTX™ 6000 ADA 48GB GDDR6
NVIDIA® RTX™ A6000, 48GB GDDR6
NVIDIA® RTX™ A5500, 24GB GDDR6
NVIDIA® RTX™ A4500, 20GB GDDR6
NVIDIA® RTX™ A4000, 16GB GDDR6
NVIDIA® RTX™ A2000, 12GB GDDR6
NVIDIA® T1000 LP/FH, 8GB GDDR6
NVIDIA® T400 LP/FH, 4GB GDDR6
AMD:

AMD Radeon™ W6400 LP/FH, 4GB GDDR6
Precision 7960 Rack
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FEATURE TECHNICAL SPECIFICATION
MODEL NUMBER1 Precision 7960 Rack
STORAGE OPTIONS 1,5 Support for up to (8) 2.5” or 3.5” SATA/SAS drives, up to 8* x M.2 NVMe PCIe SSDs
PERC H755 motherboard PCIe HW RAID controller required for SAS drive support
M.2 NVMe PCIe SSDs
Up to 8x 4TB drives on 2x Dell Precision Ultra-Speed Drive Quad x16 PCIe cards.
*Requires dual CPU config and graphics card in low profile riser slot BOOT DRIVES 1,5 Boot from Dell Ultra Speed Drive Quad or Duo PCIe card M.2 2280, 512GB, PCIe NVMe Gen4 x4, SSD, Class 40
M.2 2280, 1TB, PCIe NVMe Gen4 x4, SSD, Class 40
M.2 2280, 2TB, PCIe NVMe Gen4 x4, SSD, Class 40
M.2 2280, 4TB, PCIe NVMe Gen4 x4, SSD, Class 40
DATA DRIVES 1,5 2.5-inch, 600GB, 15,000RPM, SAS, Enterprise HDD

2.5-inch, 1.2TB, 10,000RPM, SAS, Enterprise HDD

2.5-inch, 2.4TB, 10,000RPM, SAS, Enterprise HDD

3.5-inch, 2TB, 7200RPM, SATA, Enterprise HDD

3.5-inch, 4TB, 7200RPM, SATA, Enterprise HDD

3.5-inch, 8TB, 7200RPM, SATA, Enterprise HDD

3.5-inch, 12TB, 7200RPM, SATA, Enterprise HDD

2.5-inch, 1.92TB, MU, SATA, Enterprise SSD

STORAGE

CONTROLLERS
Integrated: 2x Intel chipset 6Gb/s SATA controllers with 4 ports each (total 8) for SATA HDD/SSD. 1 port for optical drive Intel vROC SW SATA RAID 0,1,5,10 supported across 4 SATA ports on 1st controller only. (Maximum 4 drives in RAIDset) Optional Intel vROC Standard SW NVMe RAID 0,1,10 option (motherboard activation key) for M.2 NVMe PCIe SSDs on 1st Dell Ultra-Speed Drive Quad x16 or Duo x8 card (0,1).

Optional Intel vROC Premium SW NVMe RAID 0,1,5,10 option (motherboard activation key) for M.2 NVMe PCIe SSDs on 1st Dell Ultra-Speed Drive Quad x16 or Duo x8 card (0,1).

Optional PERC H755P SATA/SAS Motherboard Hardware RAID
PCIe controller with 8GB cache (battery backup), RAID 0/1/5/10 (no JBOD with SATA drives)

PRODUCTIVITY
SOFTWARE1
Microsoft Office Home and Business Commercial
Microsoft Office 2021 Professional Commercial
Dell Optimizer for Precision
SECURITY SOFTWARE McAfee® Small Business Security 30-day free trial McAfee® Small Business Security 12-month subscription
McAfee® Small Business Security 36-month subscription
Dell Encryption Personal
Dell Encryption Enterprise
ADD-IN CARDS Dell Precision Ultra-Speed Drive Quad (x16) and Duo (x8) low profile PCIe cards support M.2 NVMe drives with active cooling up to 2 and 4 NVMe drives respectively Dual display (full height and low profile) PCoIP remote workstation PCIe cards Quad display (full height) PCoIP remote workstation PCIe cards Serial port (full height, low profile) PCIe card - single port SECURITY OPTIONS Trusted Platform Module (TPM 2.0); Setup/BIOS Password, I/O Interface Security, lockable top cover and lockable front bezel, Dell Encryption Enterprise
WARRANTY9,10 3-year Basic warranty with hardware service with on-site/in-home service after remote diagnosis
4-year Basic warranty with hardware service with on-site/in-home service after remote diagnosis
5-year Basic warranty with hardware service with on-site/in-home service after remote diagnosis
3-year ProSupport with Next Business Day on-site service 4-year ProSupport with Next Business Day on-site service 5-year ProSupport with Next Business Day on-site service 3-year ProSupport Plus for Client with Next Business Day on-site service 4-year ProSupport Plus for Client with Next Business Day on-site service 5-year ProSupport Plus for Client with Next Business Day on-site service

ACCIDENTAL DAMAGE

SERVICES
3-year Accidental Damage Service
4-year Accidental Damage Service
5-year Accidental Damage Service

PORTS SLOTS AND

CHASSIS
Front Ports:
iDRAC Direct port (1x Micro USB 2.0)
USB 2.0 port
VGA Port intended for IDRAC use
Rear Ports:

USB 2.0 port
USB 3.0 Gen1 port
iDRAC Enterprise Dedicated Network connector
VGA port intended for IDRAC use
(2) RJ45 Ethernet ports 1GbE LOM standard and one of three OCP3 NIC cards options in dedicated slot) (4) RJ45 Ethernet ports 1GbE (OCP3 card option)
(4) RJ45 Ethernet ports 10GbE (OCP3 card option)
(4) 10/25GbE SFP28 ports (OCP3 card option)
Slots:
7 Slots in riser cards with Dual CPUs
Single CPU has 1x Gen 4 x16 (FH/FL) slot, 1x Gen 5 x16 (FH/FL) slot, 1x Gen 4 x16 low profile (FL) slot (Reserved primarily for NVMe boot with Dell Ultra-Speed Duo x8 LP PCIe card
Dual CPU has above slots plus 1x Gen 5 x16 double width slot, 2x Gen 4 x8 FH/HL slots, 1 Gen 4 x16 low profile (FL) slot Up to 2x dual or single width graphics cards with dual CPUs.

OPTICAL DRIVE 8x DVD-ROM 9.5mm optical drive
8x DVD+/-RW 9.5mm optical drive
Precision 7960 Rack
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FEATURE
MODEL NUMBER1

CHASSIS

TECHNICAL SPECIFICATION
Precision 7960 Rack
U.S.

Height: 3.39in
Width (front): 18.98in.

Width (rear): 17.08in.

Depth with bezel: 30.4in.

Weight:

Maximum: 65.36lbs.

Minimum: 46.25lbs.

Rest of the world
Height: 86.8mm
Width (front): 482mm
Width (rear): 434mm
Depth with bezel: 772.13mm
Weight:

Maximum: 29.64kg
Minimum: 20.98kg
POWER SUPPLIES One or two redundant, hot pluggable 800W (Platinum), 1100W (Titanium) and 1400W (120V) / 2400W (240V) (Platinum) power supplies.

Note: Dual non-redundant PSUs are often needed to provide sufficient power for richer CPU/GPU configurations at a given PSU power level. The 1400W/2400W PSUs have C19 power cords which require 20A @120V or 240V AC circuits.

NETWORK CARDS Entry: Broadcom 5720 Dual Port 2x 1GbE LOM default or OCP3 NIC options OCP 3.0 NIC Options – consume OCP 3.0 NIC slot:

Intel i350 Quad Port 1GbE BASE-T, OCP NIC 3.0
Intel X710-T4L Quad Port 10GbE BASE-T, OCP NIC 3.0
Intel E810-XXVDA4 Quad Port 10/25GbE SFP28 Adapter, OCP NIC 3.0 Dedicated Broadcom® BCM54210 Ethernet LAN 10/100/1000 for iDRAC9 controller use with System Management tool suite REGULATORY8,12 Product Safety, EMC and Environmental Datasheets:
https://www.dell.com/learn/sg/en/sgcorp1/product-info-datasheets-safety-emc-environmental Dell Regulatory Compliance Home Page:
https://www.dell.com/learn/sg/en/sgcorp1/regulatory-compliance Dell and the Environment:
https://www.dell.com/en-sg/dt/corporate/social-impact/advancing-sustainability/sustainable-supply-chain/environment.htm Precision 7960 Rack

1. Offering may vary by region. Some items may be available after product introduction. For complete details, refer to the Technical Guidebook published on www.dell.com/support.

2. System Memory and Graphics: Significant system memory may be used to support graphics, depending on system memory size and other factors.

3. 4GB or Greater System Memory Capability: A 64-bit operating system is required to support 4GB or more of system memory.

4. Particular versions of Microsoft Windows may not support the full Bluetooth 4.2 functionality

5. Storage Option:GB means 1 billion bytes andTB equals 1 trillion bytes; actual capacity varies with preloaded material and operating environment and will be less.

6. TPM is available in selected regions.

7. Absolute: Not a Dell offer. Certain conditions apply. For full details, see terms and conditions at www.lojackforlaptops.com.

8. Please refer to www.epeat.net for specific country registration rating and participation.

9. Limited Hardware Warranty: For copy of Ltd Hardware Warranty, write Dell USA LP, Attn: Warranties, One Dell Way, Round Rock, TX 78682 or see www.dell.com/warranty.

10. on-site service after Remote Diagnosis: Remote Diagnosis is determination by online/phone technician of cause of issue; may involve customer access to inside of system and multiple or extended sessions. If issue is covered by Limited Hardware Warranty (www.dell.com/warranty) and not resolved remotely, technician and/or part will be dispatched, usually within 1 business day following completion of Remote Diagnosis. Availability varies. Other conditions apply.

11. Dell Services: Availability and terms of Dell Services vary by region. For more information, visit www.dell.com/servicedescriptions.

12. For complete listing of declarations and certifications, refer to the Dell Regulatory and Environmental Datasheet found in the Manuals section of Product Support information www.dell.com/support/home/us/en/19.

Redlands Regular Meeting of 12-17-2024 696 of 1598
This content is from the eCFR and is authoritative but unofficial.  Displaying title 2, up to date as of 5/06/2024. Title 2 was last amended 5/01/2024.

Title 2 —Grants and Agreements
Subtitle A —Office of Management and Budget Guidance for Grants and Agreements Chapter II —Office of Management and Budget Guidance
Part 200 —Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards Appendix II to Part 200—Contract Provisions for Non-Federal Entity Contracts Under Federal Awards In addition to other provisions required by the Federal agency or non-Federal entity, all contracts made by the non-Federal entity under the Federal award must contain provisions covering the following, as applicable. (A) Contracts for more than the simplified acquisition threshold, which is the inflation adjusted amount determined by the Civilian Agency Acquisition Council and the Defense Acquisition Regulations Council (Councils) as authorized by 41 U.S.C. 1908, must address administrative, contractual, or legal remedies in instances where contractors violate or breach contract terms, and provide for such sanctions and penalties as appropriate. (B) All contracts in excess of $10,000 must address termination for cause and for convenience by the non-Federal entity including the manner by which it will be effected and the basis for settlement. (C) Equal Employment Opportunity. Except as otherwise provided under 41 CFR Part 60, all contracts that meet the definition of “federally assisted construction contract” in 41 CFR Part 60-1.3 must include the equal opportunity clause provided under 41 CFR 60-1.4(b), in accordance with Executive Order 11246, “Equal Employment Opportunity” (30 FR 12319, 12935, 3 CFR Part, 1964-1965 Comp., p. 339), as amended by Executive Order 11375, “Amending Executive Order 11246 Relating to Equal Employment Opportunity,” and implementing regulations at 41 CFR part 60, “Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor.” (D) Davis-Bacon Act, as amended (40 U.S.C. 3141-3148). When required by Federal program legislation, all prime construction contracts in excess of $2,000 awarded by non-Federal entities must include a provision for compliance with the DavisBacon Act (40 U.S.C. 3141-3144, and 3146-3148) as supplemented by Department of Labor regulations (29 CFR Part 5, “Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction”). In accordance with the statute, contractors must be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, contractors must be required to pay wages not less than once a week. The non-Federal entity must place a copy of the current prevailing wage determination issued by the Department of Labor in each solicitation. The decision to award a contract or subcontract must be conditioned upon the acceptance of the wage determination. The non-Federal entity must report all suspected or reported violations to the Federal awarding agency. The contracts must also include a provision for compliance with the Copeland “Anti-Kickback” Act (40 U.S.C. 3145), as supplemented by Department of Labor regulations (29 CFR Part 3, “Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States”). The Act provides that each contractor or subrecipient must be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he or she is otherwise entitled. The non-Federal entity must report all suspected or reported violations to the Federal awarding agency.
(E) Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708). Where applicable, all contracts awarded by the nonFederal entity in excess of $100,000 that involve the employment of mechanics or laborers must include a provision for compliance with 40 U.S.C. 3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. 3702 of the Act, each contractor must be required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. (F) Rights to Inventions Made Under a Contract or Agreement. If the Federal award meets the definition of “funding agreement” under 37 CFR § 401.2 (a) and the recipient or subrecipient wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or 5/8/24, 12:31 PM eCFR :: Appendix II to Part 200, Title 2 -- Contract Provisions for Non-Federal Entity Contracts Under Federal Awards https://www.ecfr.gov/current/title-2/subtitle-A/chapter-II/part-200/appendix-Appendix II to Part 200 1/2 Redlands Regular Meeting of 12-17-2024 697 of 1598
[78 FR 78608, Dec. 26, 2013, as amended at 79 FR 75888, Dec. 19, 2014; 85 FR 49577, Aug. 13, 2020] research work under that “funding agreement,” the recipient or subrecipient must comply with the requirements of 37 CFR Part 401, “Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements,” and any implementing regulations issued by the awarding agency. (G) Clean Air Act (42 U.S.C. 7401-7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251-1387), as amended— Contracts and subgrants of amounts in excess of $150,000 must contain a provision that requires the non-Federal award to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401- 7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251-1387). Violations must be reported to the Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA). (H) Debarment and Suspension (Executive Orders 12549 and 12689)—A contract award (see 2 CFR 180.220) must not be made to parties listed on the governmentwide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 CFR 180 that implement Executive Orders 12549 (3 CFR part 1986 Comp., p. 189) and 12689 (3 CFR part 1989 Comp., p. 235), “Debarment and Suspension.” SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549.
(I) Byrd Anti-Lobbying Amendment (31 U.S.C. 1352)—Contractors that apply or bid for an award exceeding $100,000 must file the required certification. Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier must also disclose any lobbying with nonFederal funds that takes place in connection with obtaining any Federal award. Such disclosures are forwarded from tier to tier up to the non-Federal award.
(J) See § 200.323.
(K) See § 200.216.
(L) See § 200.322.
5/8/24, 12:31 PM eCFR :: Appendix II to Part 200, Title 2 -- Contract Provisions for Non-Federal Entity Contracts Under Federal Awards https://www.ecfr.gov/current/title-2/subtitle-A/chapter-II/part-200/appendix-Appendix II to Part 200 2/2 Redlands Regular Meeting of 12-17-2024 698 of 1598
City Council Meeting L. 8.

DATE: 12/17/2024
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of a $12,058,362.99 construction contract with MCC Pipeline, Inc. for construction of the 2023 CIP Water Pipeline and Highline Replacement Project, Project No. 501063, approval of an additional appropriation in the amount of $3,058,363, and determination that the project is categorically exempt under Sections 15302 and 15303 of the State's guidelines implementing the California Environmental Quality Act (Municipal Utilities and Engineering Director Harris)
MOTION(S):

If City Council determines the staff recommendation is appropriate, the following motions are provided:

I move that City Council determine that approval of a construction contract and construction of the 2023 CIP Water Pipeline and Highline Replacement Project, Project No. 501063 are categorically exempt from environmental review pursuant to Sections 15302 and 15303 of the State’s guidelines implementing the California Environmental Quality Act; and,

1. I move that City Council approve an additional appropriation in the amount of $3,058,363; and,

2. I move that City Council approve the 2023 CIP Water Pipeline and Highline Replacement Project plans and specifications, and approve a construction contract with MCC Pipeline, Inc.

3. RECOMMENDATION:

Staff recommends that City Council determine approval of a construction contract and construction of the 2023 CIP Water Pipeline and Highline Replacement Project, Project No. 501063 is categorically exempt from environmental review pursuant to Sections 15302 and 15303 of the State’s guidelines implementing the California Environmental Quality Act. Staff further recommends that City Council approve the 2023 CIP Water Pipeline and Redlands Regular Meeting of 12-17-2024 699 of 1598
Highline Replacement Project plans and specifications, and award a construction contract to MCC Pipeline, Inc. for an amount not-to-exceed $12,058,362.99, and approve an additional appropriation in the amount of $3,058,363 from the Water Fund.

DISCUSSION:

The 2023 CIP Water Pipeline and Highline Replacement Project (Project) will replace approximately seven (7) miles of aging and deteriorated water pipelines.

Each year, a portion of revenues generated through water utility rates is used to replace aging water pipelines throughout the City. These pipelines are selected based on maintenance history, inspection records, and coordination with future paving improvements. The Project also includes replacing approximately two (2) miles of a large diameter water transmission line known as the "Highline" from Fifth Avenue/Crafton Avenue to Reservoir Road/I-10. The Highline distributes water from the Henry Tate water treatment plant to the Fifth Avenue and Country Club water reservoirs. The Highline is approximately seven (7) miles long and was constructed in the 1950s using unlined steel pipe with an anticipated service life of fifty (50) years. Due to its age and condition, the pipe has reached the end of its useful life and the City has already replaced approximately five (5) miles of the Highline.

TKE Engineering, Inc. prepared construction plans and specifications, and staff advertised the Project for bidding. On November 7, 2024, the City Clerk’s office received and opened the following eight (8) bids:

BID OPENING REPORT SUMMARY
Bidder Bid Amount

1. MCC Pipeline, Inc., Yucaipa, CA *$12,058,362.99

2. All Cities Engineering, Inc., Ontario, CA *$12,400,205.00

3. Borden Excavating, Inc., Calimesa, CA $13,757,500.00

4. TE Roberts, Inc., Irvine, CA $14,118,328.00

5. MNR Construction, Inc., La Verne, CA $15,575,675.00

6. Weka, Inc., San Bernardino, CA $17,175,404.00

7. Dominguez General Engineering, Inc., Pomona, CA **$17,596,940.00

8. Norstar Plumbing and Engineering, Inc., Alta Loma, CA $17,783,570.00 * An arithmetic error was made within the proposal. Total bid amount was corrected from Bid Opening Report but did not affect the ranking. ** An arithmetic error was made within the proposal. Total bid amount was corrected from Bid Opening Report and the ranking was affected.

Each bid was reviewed by staff to determine responsiveness to bid requirements and MCC Pipeline, Inc., was determined to be the lowest responsive bidder.

Staff recommends awarding a construction contract to MCC Pipeline, Inc. for an Redlands Regular Meeting of 12-17-2024 700 of 1598
amount not-to-exceed $12,058,362.99. The Project will be completed within one hundred eighty (180) working days after a Notice to Proceed is issued to the Contractor.

This Project is categorically exempt from environmental review pursuant to Sections 15302 and 15303 of the State’s guidelines implementing the California Environmental Quality Act as the project involves replacement of an existing public utility facility with negligible capacity expansion.

ALTERNATIVES:

City Council may deny the staff recommendation and provide alternate direction.

STRATEGIC PLAN:

Strategic Plan Priority D, Objective 3 - Develop and implement Water and Wastewater Utility Master Plans to ensure facilities are improved and maintained to meet the needs of our expanding community.

SUBMITTED BY:

John R. Harris, Municipal Utilities and Engineering Director RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Goutam K. Dobey, City Engineer
PREPARED BY:

Gerard Nepomuceno, Civil Engineer
Fiscal Impact
Fiscal Year: FY 24/25
Revenue Generating: Yes
Appropriation Required Y/N: Yes
Amount: 3,058,363
Budgeted Y/N: Yes
Account No.: 501910
Discussion:

Redlands Regular Meeting of 12-17-2024 701 of 1598
The total cost of the Project is $12,058,362.99. The FY 24/25 approved budget includes $9,000,000 for the Project. Staff recommends that the City Council approve an additional appropriation of $3,058,363 from the Water Fund (501) for construction of this Project. There is funding available in the Water Fund's unassigned fund balance sufficient to cover this expense.

Attachments
A. MCC Pipeline Public Works Contract
B. Bid Opening Report
C. Bid Analysis
D. Location Map
E. Additional Appropriation Form
F. Plans
G. Specifications
Redlands Regular Meeting of 12-17-2024 702 of 1598
1 I:\cmo\Agreements\MCC Pipeline, Inc. Public Work Contract (2023 CIP Water Pipeline Replacement Project) FY24-0075.docx-ms

PUBLIC WORK CONSTRUCTION CONTRACT
This Public Work Construction contract (“Contract”) is made and entered into this 17th day of December, 2024, by and between the City of Redlands, a municipal corporation, organized and existing under the laws of the State of California (hereinafter “City”), and MCC Pipeline, Inc. (hereinafter "Contractor").

City and Contractor are sometimes individually referred to herein as a “Party” and, together, as the “Parties.”
In consideration of the mutual promises contained herein, City and Contractor agree as follows:

1. SCOPE OF WORK: Contractor shall furnish all materials and will perform all of the work for the following: 2023 CIP Water Pipeline and Highline Replacement Project, complete all items as required by the Contract Documents (as herein defined) and Specifications for City’s 2023 CIP Water Pipeline and Highline Replacement Project, Project No. 501063 (the “Work”).

2. CONTRACT SUM: City shall pay Contractor the sum of Twelve Million Fifty-Eight Thousand Three Hundred Sixty-Two Dollars and Ninety-Nine Cents ($12,058,362.99) as consideration for its performance of the Work in accordance with the terms and conditions set forth in the Contract Documents. Pursuant to Public Contract Code Section 22300, Contractor has the option to deposit securities with an escrow agent as a substitute for retention of earnings required to be withheld by City pursuant to an escrow agreement as set forth in Public Contract Code section 22300.

3. TIME FOR COMPLETION: The Work shall be completed within one hundred eighty (180) working day(s) as defined in Section 1-2 of the Standard Specifications for Public Works Construction “Greenbook” from and after the date of City’s issuance of a Notice to Proceed to Contractor.

4. LIQUIDATED DAMAGES: Contractor’s failure to complete the Work within the time allowed will result in damages being sustained by City. Such damages are, and will continue to be, impracticable and extremely difficult to determine. Accordingly, Contractor shall pay to City, or have withheld from monies due to Contractor, the sum of five hundred dollars ($500) for each working day as defined in Section 1-2 of the Standard Specifications for Public Works Construction “Greenbook” in excess of the specified time for completion of the Work. Execution of this Contract shall constitute agreement by City and Contractor that five hundred dollars ($500) per day is the estimated damage to City caused by the failure of Contractor to complete the work within the allowed time. Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due Contractor if such delay occurs.

5. CONTRACT DOCUMENTS: This Contract incorporates by reference the following: Notice Inviting Bids, Instructions to Bidders, Contractor’s Proposal, Bid Bond, Agreement, Performance Bond, Labor and Material Bond, Plans, General Conditions, Special Provisions and Specifications, and any addenda thereto (collectively, the “Contract Documents”).

6. ATTORNEYS' FEES: In the event any action is commenced to enforce or interpret the terms or conditions of this Contract, or the Contract Documents, the prevailing Party in such action, in addition to any costs and other relief, shall be entitled to recover its reasonable attorneys’ fees, including fees for use of in-house counsel by a Party.

Redlands Regular Meeting of 12-17-2024 703 of 1598
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7. RESOLUTION OF CONSTRUCTION CLAIMS: Claims by Contractor in the amount of three hundred seventy five thousand dollars ($375,000) or less shall be made by Contractor and processed by the City pursuant to the provisions of Part 3, Chapter 1, Article 1.5 of the Public Contract Code (commencing with Section 20104). All claims shall be in writing and include the documents necessary to substantiate the claim. Nothing in subdivision (a) of Public Contract Code Section 20104.2 shall extend the time limit or supersede the notice requirements provided in this case from filing claims by Contractor.

8. ELIGIBILITY OF CONTRACTOR/SUBCONTRACTOR: Contractor and all of its subcontractors shall abide by California Public Contract Code, Section 6109, and California Labor Code Sections 1777.1 and/or 1777.7, and certify that they are not debarred and are eligible to work on this project.

9. ASSIGNMENT OF AGREEMENT: No assignment by a Party of any rights or interests under this Contract shall be binding on another Party without the written consent of the Party sought to be bound.

10. SUCCESSORS AND ASSIGNS: City and Contractor each binds itself and their respective successors and assigns in respect to all covenants, agreements, and obligations contained in the Contract Documents.

11. SEVERABILITY: Any provision or part of the Contract Documents held to be void or unenforceable under any law or regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor.

Redlands Regular Meeting of 12-17-2024 704 of 1598
3 I:\cmo\Agreements\MCC Pipeline, Inc. Public Work Contract (2023 CIP Water Pipeline Replacement Project) FY24-0075.docx-ms IN WITNESS WHEREOF, the Parties hereto have executed this Contract the day and year first written above.

CITY OF REDLANDS
(SEAL)
By:____________________________________
Eddie Tejeda, Mayor
ATTEST:
____________________________________
Jeanne Donaldson, City Clerk
(SEAL)
___MCC Pipeline, Inc._______________________
Name of Contractor
By:_______________________________________
Signature of Authorized Agent
__________________________________________
Title
__________________________________________
Signature of Authorized Agent (if necessary)
__________________________________________
Title
__________________________________________
Contractor's License No.

Redlands Regular Meeting of 12-17-2024 705 of 1598
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WORKER'S COMPENSATION INSURANCE CERTIFICATION
Description of Contract: City of Redlands
Municipal Utilities and Engineering Department
2023 CIP Water Pipeline and Highline Replacement Project Project No. 501063
Every employer, except the State, shall secure the payment of compensation in one or more of the following ways:
a. By being insured against liability to pay compensation by one or more insurers duly authorized to write compensation insurance in this State. b. By securing from the Director of Industrial Relations, a certificate of consent to selfinsure, either as an individual employer, or as one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his or her employees.

CHECK ONE
_____I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work and activities required or permitted under this Agreement. (Labor Code §1861).
_____I affirm that at all times, in performing the work and activities required or permitted under this Agreement, I shall not employ any person in any manner such that I become subject to the workers’ compensation laws of California. However, at any time, if I employ any person such that I become subject to the workers’ compensation laws of California, immediately I shall provide the City with a certificate of consent to self-insure, or a certification of workers’ compensation insurance.

I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct.

Dated this day of , 2024.
________MCC Pipeline, Inc.____________
(Contractor)
_____________________________________
(Signature)
_____________________________________
(Official Title)
(SEAL)
(Labor Code Section 1861 provides that the above certificate must be signed and filed by the Contractor with the Owner prior to performing the work of the contract.)
Redlands Regular Meeting of 12-17-2024 706 of 1598
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FAITHFUL PERFORMANCE BOND
Whereas, the City of Redlands (“City”), State of California, and MCC Pipeline, Inc. (hereinafter designated as "Principal") have entered into an agreement dated December 17, 2024 (“Agreement”) whereby Principal agrees to install and complete certain public improvements (the “Work”), which said Agreement is identified as 2023 CIP Water Pipeline and Highline Replacement Project, Project No. 501063 and is hereby referred to and made a part hereof; and Whereas, said Principal is required under the terms of the Agreement to furnish a bond for the faithful performance of the Work, now, therefore, we, the Principal and, _____________________________, as Surety, are held and firmly bound unto the City in the penal sum of Twelve Million Fifty-Eight Thousand Three Hundred Sixty-Two Dollars and Ninety-Nine Cents ($12,058,362.99) lawful money of the United States, for the payment of which sum we bind ourselves, and our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that if the above bounded Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the Agreement and any alteration thereof made as therein provided, on his or its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall faithfully fulfill the one-year guarantee of all materials and workmanship, and shall defend, indemnify and save harmless the City and its elected officials, officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by the City in successfully enforcing such obligations, all to be taxed as costs and included in the judgment rendered.

As a condition precedent to the satisfactory completion of the Work, the above obligation shall hold good for a period of one (1) year or longer if required by the Agreement after the acceptance of the work by the City, during which time if the Principal shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage made evident during this period from the date of completion of the Work, and resulting from or caused by defective materials or faulty workmanship, the above obligation in penal sum thereof shall remain in full force and effect. The obligations of Surety hereunder shall continue so long as any obligation of the Principal remains.

Whenever the Principal shall be, and is declared by the City to be, in default under the Agreement, the City having performed the City obligations thereunder, the Surety shall promptly remedy the default, or shall promptly, at the City’s option:

1. Complete the Work in accordance with its terms and conditions; or

2. Obtain a bid or bids for completing the Work in accordance with its terms and conditions, and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a contract between such bidder and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Work less the balance of the Agreement price, Redlands Regular Meeting of 12-17-2024 707 of 1598
6 I:\cmo\Agreements\MCC Pipeline, Inc. Public Work Contract (2023 CIP Water Pipeline Replacement Project) FY24-0075.docx-ms but not exceeding, including other costs and damages for which Surety may be liable hereunder, the amount set forth above. The term “balance of the Agreement price,” as used in this paragraph, shall mean the total amount payable to the Principal by the City under the Agreement and any modifications thereto, less the amount previously properly paid by the City to the Principal.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Principal.

Surety shall not utilize the Principal in completing the Work nor shall Surety accept a bid from the Principal for completion of the Work if the City, when declaring the Principal in default, notifies Surety of the City’s objection to the Principal’s further participation in the completion of the Work.

No right of action shall accrue on the bond to or for the use of any person or corporation other than the City named herein or the successors or assigns of the City. Any suit under this bond must be instituted within the applicable statute of limitations period.

The said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the work or to the specifications.

No final settlement between the City and the Principal shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied.

The Principal and Surety agree that if the City is required to engage the services of any attorney in connection with the enforcement of this bond, each shall pay the City’s reasonable attorneys’ fees incurred, with or without suit, in addition to the above sum.

In witness whereof, this instrument has been duly executed by the Principal and Surety above named, on , 2024.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:___________________________________
__________________________________________
(Seal and Notarial Acknowledgment of
Surety)
Telephone ( )___________________________
Redlands Regular Meeting of 12-17-2024 708 of 1598
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LABOR AND MATERIAL BOND
Whereas, the City Council of the City of Redlands, State of California, and MCC Pipeline, Inc. (hereinafter designated as “Principal”) have entered into an agreement (the “Agreement”) whereby Principal agrees to install and complete certain designated public improvements (the “Work”), which said agreement, dated December 17, 2024, and identified as 2023 CIP Water Pipeline and Highline Replacement Project, Project No. 501063 is hereby referred to and made a part hereof; and Whereas, under the terms of the Agreement, Principal is required before commencing the performance of the Work, to file a good and sufficient Labor and Material bond with the City of Redlands to secure the claims to which reference is made in Title 3 (commencing with Section 9550) of Part 6 of Division 4 of the Civil Code of the State of California.

Now, therefore, said Principal and the undersigned as corporate surety, are held firmly bound unto the City and all contractors, subcontractors, laborers, material men and other persons employed in the performance of the Agreement and referred to in the aforesaid Code of Civil Procedure in the sum of Twelve Million FiftyEight Thousand Three Hundred Sixty-Two Dollars and Ninety-Nine Cents ($12,058,362.99) for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, that said surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by the City in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this bond shall insure to the benefit of any and all persons, companies and corporations entitled to file claims under Title 3 (commencing with Section 9550) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

The surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition.

In witness whereof, this instrument has been duly executed by the Principal and surety above named, on _______________________, 2024.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:_____________________________
(Seal and Notarial Acknowledgement of Surety) ____________________________________ Telephone: ( )___________________
Redlands Regular Meeting of 12-17-2024 709 of 1598
Redlands Regular Meeting of 12-17-2024 710 of 1598

CITY OF REDLANDS

MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT
Bid Analysis
PROJECT No.: 501063 Bid Date: 11/7/2024
2023 CIP Water Pipeline and Highline Replacement Project Estimated Start Date: 1/6/2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Max. 5% of Total Bid) 1 LS $445,500.00 $445,500.00 $400,000.00 $400,000.00 $388,503.00 $388,503.00 2 SWPPP 1 LS $18,331.54 $18,331.54 $100,000.00 $100,000.00 $5,000.00 $5,000.00 3 Traffic Control Plan 1 LS $16,500.00 $16,500.00 $150,000.00 $150,000.00 $50,000.00 $50,000.00 4 Construction Survey 1 LS $55,000.00 $55,000.00 $60,000.00 $60,000.00 $10,500.00 $10,500.00 5 8" DIP Water Pipeline 20,974 LF $155.06 $3,252,228.44 $185.00 $3,880,190.00 $193.00 $4,047,982.00 6 12" DIP Water Pipeline 2,198 LF $184.22 $404,915.56 $210.00 $461,580.00 $253.00 $556,094.00 7 16" DIP Water Pipeline 1,205 LF $297.56 $358,559.80 $245.00 $295,225.00 $393.00 $473,565.00 8 24" DIP Water Pipeline 10,427 LF $350.83 $3,658,104.41 $340.00 $3,545,180.00 $378.00 $3,941,406.00 9 8" Gate Valve 47 EA $2,469.02 $116,043.94 $2,000.00 $94,000.00 $3,200.00 $150,400.00 10 12" Butterfly Valve 24 EA $3,335.07 $80,041.68 $2,700.00 $64,800.00 $5,500.00 $132,000.00 11 16" Butterfly Valve 6 EA $6,375.11 $38,250.66 $6,000.00 $36,000.00 $9,000.00 $54,000.00 12 24" Butterfly Valve 9 EA $12,065.47 $108,589.23 $15,000.00 $135,000.00 $17,500.00 $157,500.00 13 8" 11.25° Elbow 13 EA $687.44 $8,936.72 $510.00 $6,630.00 $1,000.00 $13,000.00 14 8" 22.5° Elbow 21 EA $477.55 $10,028.55 $550.00 $11,550.00 $1,300.00 $27,300.00 15 8" 45° Elbow 12 EA $425.49 $5,105.88 $550.00 $6,600.00 $1,300.00 $15,600.00 16 12" 11.25° Elbow 2 EA $617.02 $1,234.04 $700.00 $1,400.00 $1,600.00 $3,200.00 17 24" 45° Elbow 13 EA $3,059.51 $39,773.63 $3,500.00 $45,500.00 $6,400.00 $83,200.00 18 24" 22.5° Elbow 6 EA $3,389.44 $20,336.64 $2,700.00 $16,200.00 $6,000.00 $36,000.00 19 24" 11.25° Elbow 20 EA $2,110.87 $42,217.40 $3,300.00 $66,000.00 $6,000.00 $120,000.00 20 8" Blind Flange 7 EA $206.30 $1,444.10 $750.00 $5,250.00 $1,000.00 $7,000.00 21 8" End Cap 2 EA $1,122.06 $2,244.12 $750.00 $1,500.00 $1,000.00 $2,000.00 22 Fire Hydrant w/ Check Valve 51 EA $15,179.57 $774,158.07 $10,500.00 $535,500.00 $19,500.00 $994,500.00 23 Blow-Off Fire Hydrant w/ Check Valve 9 EA $19,103.95 $171,935.55 $12,500.00 $112,500.00 $24,000.00 $216,000.00 24 1" Service to Existing Meter 143 EA $2,896.86 $414,250.98 $2,900.00 $414,700.00 $4,000.00 $572,000.00 25 2" Service to Existing Meter 26 EA $5,835.20 $151,715.20 $4,000.00 $104,000.00 $8,500.00 $221,000.00 26 Drop Section 35 EA $4,052.95 $141,853.25 $9,000.00 $315,000.00 $3,200.00 $112,000.00 27 6" Air and Vacuum Release Valve 6 EA $18,912.31 $113,473.86 $13,000.00 $78,000.00 $20,500.00 $123,000.00 28 Connection per Detail 1, Sheet 34 1 EA $15,372.58 $15,372.58 $12,000.00 $12,000.00 $18,500.00 $18,500.00 29 Connection per Detail 2, Sheet 34 4 EA $47,708.40 $190,833.60 $20,000.00 $80,000.00 $10,000.00 $40,000.00 30 Connection per Detail 3, Sheet 34 1 EA $13,402.98 $13,402.98 $11,500.00 $11,500.00 $7,000.00 $7,000.00 31 Connection per Detail 4, Sheet 34 1 EA $16,300.00 $16,300.00 $13,900.00 $13,900.00 $15,000.00 $15,000.00 32 Connection per Detail 5, Sheet 34 1 EA $9,547.88 $9,547.88 $13,000.00 $13,000.00 $6,000.00 $6,000.00 33 Connection per Detail 6, Sheet 34 1 EA $16,864.65 $16,864.65 $16,200.00 $16,200.00 $16,000.00 $16,000.00 34 Connection per Detail 7, Sheet 34 1 EA $9,913.65 $9,913.65 $11,750.00 $11,750.00 $12,500.00 $12,500.00 35 Connection per Detail 8, Sheet 34 1 EA $12,699.81 $12,699.81 $10,750.00 $10,750.00 $12,500.00 $12,500.00 36 Connection per Detail 9, Sheet 34 1 EA $16,500.13 $16,500.13 $14,000.00 $14,000.00 $15,500.00 $15,500.00 37 Connection per Detail 10, Sheet 34 1 EA $19,377.41 $19,377.41 $17,500.00 $17,500.00 $17,000.00 $17,000.00 38 Connection per Detail 11, Sheet 35 1 EA $29,532.48 $29,532.48 $25,000.00 $25,000.00 $22,500.00 $22,500.00 39 Connection per Detail 12, Sheet 35 1 EA $13,769.82 $13,769.82 $12,000.00 $12,000.00 $13,000.00 $13,000.00 40 Connection per Detail 13, Sheet 35 1 EA $15,072.52 $15,072.52 $14,500.00 $14,500.00 $15,500.00 $15,500.00 41 Connection per Detail 14, Sheet 35 1 EA $14,467.68 $14,467.68 $13,700.00 $13,700.00 $15,000.00 $15,000.00 42 Connection per Detail 15, Sheet 35 1 EA $7,704.71 $7,704.71 $11,000.00 $11,000.00 $7,000.00 $7,000.00 43 Connection per Detail 16, Sheet 35 1 EA $16,953.34 $16,953.34 $18,700.00 $18,700.00 $15,500.00 $15,500.00 44 Connection per Detail 17, Sheet 35 1 EA $11,684.78 $11,684.78 $11,000.00 $11,000.00 $7,500.00 $7,500.00 45 Connection per Detail 18, Sheet 35 1 EA $10,986.14 $10,986.14 $11,000.00 $11,000.00 $7,000.00 $7,000.00 46 Connection per Detail 19, Sheet 35 1 EA $15,007.65 $15,007.65 $11,500.00 $11,500.00 $8,000.00 $8,000.00 47 Connection per Detail 20, Sheet 35 1 EA $7,883.91 $7,883.91 $11,000.00 $11,000.00 $8,000.00 $8,000.00 Item
No. Bid Item Qty Unit MCC Pipeline, Inc. All Cities Engineering, Inc. Borden Excavating, Inc.

Low Bidder 1, 2 & 3
Redlands Regular Meeting of 12-17-2024

711 of 1598

CITY OF REDLANDS

MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT
Bid Analysis
PROJECT No.: 501063 Bid Date: 11/7/2024
2023 CIP Water Pipeline and Highline Replacement Project Estimated Start Date: 1/6/2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price Item
No. Bid Item Qty Unit MCC Pipeline, Inc. All Cities Engineering, Inc. Borden Excavating, Inc. 48 Connection per Detail 21, Sheet 36 4 EA $4,840.19 $19,360.76 $12,000.00 $48,000.00 $8,000.00 $32,000.00 49 Connection per Detail 22, Sheet 36 1 EA $16,972.89 $16,972.89 $18,000.00 $18,000.00 $17,000.00 $17,000.00 50 Connection per Detail 23, Sheet 36 1 EA $6,642.05 $6,642.05 $11,000.00 $11,000.00 $7,000.00 $7,000.00 51 Connection per Detail 24, Sheet 36 1 EA $9,280.24 $9,280.24 $11,000.00 $11,000.00 $8,000.00 $8,000.00 52 Connection per Detail 25, Sheet 36 1 EA $8,167.61 $8,167.61 $10,500.00 $10,500.00 $6,500.00 $6,500.00 53 Connection per Detail 26, Sheet 36 1 EA $16,127.30 $16,127.30 $13,000.00 $13,000.00 $14,000.00 $14,000.00 54 Connection per Detail 27, Sheet 36 1 EA $9,363.40 $9,363.40 $13,500.00 $13,500.00 $16,000.00 $16,000.00 55 Connection per Detail 28, Sheet 36 1 EA $39,918.81 $39,918.81 $26,000.00 $26,000.00 $26,500.00 $26,500.00 56 Connection per Detail 29, Sheet 36 1 EA $14,624.73 $14,624.73 $12,000.00 $12,000.00 $13,000.00 $13,000.00 57 Connection per Detail 30, Sheet 36 1 EA $16,153.49 $16,153.49 $15,000.00 $15,000.00 $15,000.00 $15,000.00 58 Connection per Detail 31, Sheet 37 1 EA $11,201.15 $11,201.15 $11,000.00 $11,000.00 $8,000.00 $8,000.00 59 Connection per Detail 32, Sheet 37 1 EA $11,856.26 $11,856.26 $14,000.00 $14,000.00 $8,000.00 $8,000.00 60 Connection per Detail 33, Sheet 37 1 EA $7,938.69 $7,938.69 $11,000.00 $11,000.00 $7,500.00 $7,500.00 61 Connection per Detail 34, Sheet 37 1 EA $17,388.53 $17,388.53 $12,400.00 $12,400.00 $14,000.00 $14,000.00 62 Connection per Detail 35, Sheet 37 1 EA $7,984.75 $7,984.75 $11,000.00 $11,000.00 $7,500.00 $7,500.00 63 Connection per Detail 36, Sheet 37 1 EA $19,140.64 $19,140.64 $17,000.00 $17,000.00 $20,000.00 $20,000.00 64 Connection per Detail 37, Sheet 37 1 EA $71,943.71 $71,943.71 $40,000.00 $40,000.00 $51,500.00 $51,500.00 65 Connection per Detail 38, Sheet 37 1 EA $55,285.88 $55,285.88 $35,000.00 $35,000.00 $38,500.00 $38,500.00 66 Connection per Detail 39, Sheet 37 1 EA $16,600.19 $16,600.19 $13,000.00 $13,000.00 $14,500.00 $14,500.00 67 Connection per Detail 40, Sheet 37 1 EA $11,238.19 $11,238.19 $10,500.00 $10,500.00 $7,000.00 $7,000.00 68 Connection to Existing 4" Fire Service lateral 6 EA $12,919.51 $77,517.06 $12,500.00 $75,000.00 $9,500.00 $57,000.00 69 Connection to Existing 6" Fire Service 3 EA $14,843.63 $44,530.89 $20,000.00 $60,000.00 $9,500.00 $28,500.00 70 Connection to Existing 8" Fire Service 5 EA $17,588.33 $87,941.65 $17,000.00 $85,000.00 $11,500.00 $57,500.00 71 Replace In-Kind Decorative Concrete and Concrete
Pavers Over 8" Class II AB and 1" SE 30 Sand for
Leveling Purposes
750 SF $70.23 $52,672.50 $60.00 $45,000.00 $115.00 $86,250.00 72 Unforeseen work not covered within all other bid items 1 LS $400,000.00 $400,000.00 $400,000.00 $400,000.00 $400,000.00 $400,000.00 73 Demobilization 1 LS $93,862.65 $93,862.65 $100,000.00 $100,000.00 $5,000.00 $5,000.00 Additions/Deductions
License Status
Sub's License Status
Submitted Entire Bid Submittal Package
Bid Bond Company
Submitted Sub's Qualification Statement
DIR Status
Error in bid
Total Bid Price $12,058,362.99
Yes
$12,400,205.00 $13,757,500.00
Active
Multiplication error on Bid Item 6 and
error in total bid price summation.

Total is corrected per item unit price.

Active
No
Active Active Active
Yes Yes
Active Active
Yes Yes
Active Active
U.S. Specialty Insurance Company
Yes
Great Midwest Insurance Company Nationwide Mutual Insurance Company Yes Yes
Rounding error on highlighted Bid
Items. Total is corrected per item unit
price.

Low Bidder 1, 2 & 3
Redlands Regular Meeting of 12-17-2024

712 of 1598

CITY OF REDLANDS

MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT
Bid Analysis
PROJECT No.: 501063 Bid Date: 11/7/2024
2023 CIP Water Pipeline and Highline Replacement Project Estimated Start Date: 1/6/2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Max. 5% of Total Bid) 1 LS $412,707.00 $412,707.00 $100,000.00 $100,000.00 $500,000.00 $500,000.00 2 SWPPP 1 LS $79,208.00 $79,208.00 $20,000.00 $20,000.00 $63,000.00 $63,000.00 3 Traffic Control Plan 1 LS $18,400.00 $18,400.00 $80,000.00 $80,000.00 $80,000.00 $80,000.00 4 Construction Survey 1 LS $51,750.00 $51,750.00 $100,000.00 $100,000.00 $53,743.00 $53,743.00 5 8" DIP Water Pipeline 20,974 LF $199.00 $4,173,826.00 $195.00 $4,089,930.00 $258.00 $5,411,292.00 6 12" DIP Water Pipeline 2,198 LF $248.00 $545,104.00 $370.00 $813,260.00 $290.00 $637,420.00 7 16" DIP Water Pipeline 1,205 LF $354.00 $426,570.00 $420.00 $506,100.00 $370.00 $445,850.00 8 24" DIP Water Pipeline 10,427 LF $389.00 $4,056,103.00 $450.00 $4,692,150.00 $430.00 $4,483,610.00 9 8" Gate Valve 47 EA $3,579.00 $168,213.00 $3,000.00 $141,000.00 $2,290.00 $107,630.00 10 12" Butterfly Valve 24 EA $3,505.00 $84,120.00 $3,500.00 $84,000.00 $3,065.00 $73,560.00 11 16" Butterfly Valve 6 EA $8,120.00 $48,720.00 $10,000.00 $60,000.00 $5,860.00 $35,160.00 12 24" Butterfly Valve 9 EA $16,612.00 $149,508.00 $20,000.00 $180,000.00 $14,690.00 $132,210.00 13 8" 11.25° Elbow 13 EA $571.00 $7,423.00 $500.00 $6,500.00 $1,330.00 $17,290.00 14 8" 22.5° Elbow 21 EA $594.00 $12,474.00 $500.00 $10,500.00 $1,380.00 $28,980.00 15 8" 45° Elbow 12 EA $610.00 $7,320.00 $500.00 $6,000.00 $1,410.00 $16,920.00 16 12" 11.25° Elbow 2 EA $1,168.00 $2,336.00 $1,000.00 $2,000.00 $1,575.00 $3,150.00 17 24" 45° Elbow 13 EA $4,361.00 $56,693.00 $5,000.00 $65,000.00 $3,730.00 $48,490.00 18 24" 22.5° Elbow 6 EA $4,629.00 $27,774.00 $5,000.00 $30,000.00 $3,620.00 $21,720.00 19 24" 11.25° Elbow 20 EA $3,017.00 $60,340.00 $5,000.00 $100,000.00 $3,530.00 $70,600.00 20 8" Blind Flange 7 EA $1,486.00 $10,402.00 $2,000.00 $14,000.00 $1,220.00 $8,540.00 21 8" End Cap 2 EA $3,181.00 $6,362.00 $2,000.00 $4,000.00 $1,075.00 $2,150.00 22 Fire Hydrant w/ Check Valve 51 EA $18,759.00 $956,709.00 $20,000.00 $1,020,000.00 $14,930.00 $761,430.00 23 Blow-Off Fire Hydrant w/ Check Valve 9 EA $21,245.00 $191,205.00 $25,000.00 $225,000.00 $16,440.00 $147,960.00 24 1" Service to Existing Meter 143 EA $2,436.00 $348,348.00 $23,000.00 $3,289,000.00 $2,730.00 $390,390.00 25 2" Service to Existing Meter 26 EA $4,364.00 $113,464.00 $10,000.00 $260,000.00 $6,490.00 $168,740.00 26 Drop Section 35 EA $12,620.00 $441,700.00 $1,000.00 $35,000.00 $12,380.00 $433,300.00 27 6" Air and Vacuum Release Valve 6 EA $28,302.00 $169,812.00 $25,000.00 $150,000.00 $18,635.00 $111,810.00 28 Connection per Detail 1, Sheet 34 1 EA $11,027.00 $11,027.00 $7,000.00 $7,000.00 $13,470.00 $13,470.00 29 Connection per Detail 2, Sheet 34 4 EA $25,130.00 $100,520.00 $30,000.00 $120,000.00 $37,800.00 $151,200.00 30 Connection per Detail 3, Sheet 34 1 EA $9,899.00 $9,899.00 $7,000.00 $7,000.00 $6,900.00 $6,900.00 31 Connection per Detail 4, Sheet 34 1 EA $13,076.00 $13,076.00 $10,000.00 $10,000.00 $11,730.00 $11,730.00 32 Connection per Detail 5, Sheet 34 1 EA $10,087.00 $10,087.00 $7,000.00 $7,000.00 $10,340.00 $10,340.00 33 Connection per Detail 6, Sheet 34 1 EA $24,311.00 $24,311.00 $20,000.00 $20,000.00 $12,500.00 $12,500.00 34 Connection per Detail 7, Sheet 34 1 EA $11,206.00 $11,206.00 $7,000.00 $7,000.00 $9,880.00 $9,880.00 35 Connection per Detail 8, Sheet 34 1 EA $10,709.00 $10,709.00 $7,000.00 $7,000.00 $6,760.00 $6,760.00 36 Connection per Detail 9, Sheet 34 1 EA $12,631.00 $12,631.00 $15,000.00 $15,000.00 $11,450.00 $11,450.00 37 Connection per Detail 10, Sheet 34 1 EA $25,698.00 $25,698.00 $20,000.00 $20,000.00 $12,830.00 $12,830.00 38 Connection per Detail 11, Sheet 35 1 EA $29,527.00 $29,527.00 $30,000.00 $30,000.00 $19,720.00 $19,720.00 39 Connection per Detail 12, Sheet 35 1 EA $10,988.00 $10,988.00 $15,000.00 $15,000.00 $11,910.00 $11,910.00 40 Connection per Detail 13, Sheet 35 1 EA $12,505.00 $12,505.00 $10,000.00 $10,000.00 $13,400.00 $13,400.00 41 Connection per Detail 14, Sheet 35 1 EA $11,387.00 $11,387.00 $7,000.00 $7,000.00 $11,270.00 $11,270.00 42 Connection per Detail 15, Sheet 35 1 EA $10,292.00 $10,292.00 $7,000.00 $7,000.00 $7,030.00 $7,030.00 43 Connection per Detail 16, Sheet 35 1 EA $22,703.00 $22,703.00 $20,000.00 $20,000.00 $13,320.00 $13,320.00 44 Connection per Detail 17, Sheet 35 1 EA $10,997.00 $10,997.00 $7,000.00 $7,000.00 $7,180.00 $7,180.00 45 Connection per Detail 18, Sheet 35 1 EA $10,997.00 $10,997.00 $7,000.00 $7,000.00 $7,070.00 $7,070.00 46 Connection per Detail 19, Sheet 35 1 EA $9,473.00 $9,473.00 $7,000.00 $7,000.00 $9,460.00 $9,460.00 47 Connection per Detail 20, Sheet 35 1 EA $10,997.00 $10,997.00 $7,000.00 $7,000.00 $7,170.00 $7,170.00 Dominguez General Engineering,
Inc Item T.E. Roberts, Inc. MNR Construction Inc.

No. Bid Item Qty Unit
Low Bidder 4, 5, &6
Redlands Regular Meeting of 12-17-2024

713 of 1598

CITY OF REDLANDS

MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT
Bid Analysis
PROJECT No.: 501063 Bid Date: 11/7/2024
2023 CIP Water Pipeline and Highline Replacement Project Estimated Start Date: 1/6/2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price Dominguez General Engineering,
Inc Item T.E. Roberts, Inc. MNR Construction Inc.

No. Bid Item Qty Unit
48 Connection per Detail 21, Sheet 36 4 EA $11,894.00 $47,576.00 $7,000.00 $28,000.00 $9,730.00 $38,920.00 49 Connection per Detail 22, Sheet 36 1 EA $22,292.00 $22,292.00 $10,000.00 $10,000.00 $12,980.00 $12,980.00 50 Connection per Detail 23, Sheet 36 1 EA $10,605.00 $10,605.00 $7,000.00 $7,000.00 $6,730.00 $6,730.00 51 Connection per Detail 24, Sheet 36 1 EA $11,310.00 $11,310.00 $7,000.00 $7,000.00 $7,150.00 $7,150.00 52 Connection per Detail 25, Sheet 36 1 EA $9,991.00 $9,991.00 $7,000.00 $7,000.00 $6,880.00 $6,880.00 53 Connection per Detail 26, Sheet 36 1 EA $12,294.00 $12,294.00 $15,000.00 $15,000.00 $13,140.00 $13,140.00 54 Connection per Detail 27, Sheet 36 1 EA $12,015.00 $12,015.00 $7,000.00 $7,000.00 $13,860.00 $13,860.00 55 Connection per Detail 28, Sheet 36 1 EA $33,106.00 $33,106.00 $30,000.00 $30,000.00 $19,910.00 $19,910.00 56 Connection per Detail 29, Sheet 36 1 EA $11,293.00 $11,293.00 $10,000.00 $10,000.00 $10,740.00 $10,740.00 57 Connection per Detail 30, Sheet 36 1 EA $12,389.00 $12,389.00 $10,000.00 $10,000.00 $13,550.00 $13,550.00 58 Connection per Detail 31, Sheet 37 1 EA $11,626.00 $11,626.00 $7,000.00 $7,000.00 $7,070.00 $7,070.00 59 Connection per Detail 32, Sheet 37 1 EA $11,903.00 $11,903.00 $10,000.00 $10,000.00 $12,940.00 $12,940.00 60 Connection per Detail 33, Sheet 37 1 EA $10,997.00 $10,997.00 $7,000.00 $7,000.00 $7,250.00 $7,250.00 61 Connection per Detail 34, Sheet 37 1 EA $11,974.00 $11,974.00 $10,000.00 $10,000.00 $13,030.00 $13,030.00 62 Connection per Detail 35, Sheet 37 1 EA $17,204.00 $17,204.00 $20,000.00 $20,000.00 $6,890.00 $6,890.00 63 Connection per Detail 36, Sheet 37 1 EA $10,047.00 $10,047.00 $7,000.00 $7,000.00 $12,770.00 $12,770.00 64 Connection per Detail 37, Sheet 37 1 EA $55,985.00 $55,985.00 $100,000.00 $100,000.00 $43,650.00 $43,650.00 65 Connection per Detail 38, Sheet 37 1 EA $42,794.00 $42,794.00 $80,000.00 $80,000.00 $35,450.00 $35,450.00 66 Connection per Detail 39, Sheet 37 1 EA $11,974.00 $11,974.00 $10,000.00 $10,000.00 $12,730.00 $12,730.00 67 Connection per Detail 40, Sheet 37 1 EA $10,605.00 $10,605.00 $7,000.00 $7,000.00 $6,940.00 $6,940.00 68 Connection to Existing 4" Fire Service lateral 6 EA $13,716.00 $82,296.00 $15,000.00 $90,000.00 $7,780.00 $46,680.00 69 Connection to Existing 6" Fire Service 3 EA $13,043.00 $39,129.00 $20,000.00 $60,000.00 $8,510.00 $25,530.00 70 Connection to Existing 8" Fire Service 5 EA $15,539.00 $77,695.00 $20,000.00 $100,000.00 $9,520.00 $47,600.00 71 Replace In-Kind Decorative Concrete and Concrete
Pavers Over 8" Class II AB and 1" SE 30 Sand for
Leveling Purposes
750 SF $133.00 $99,750.00 $50.00 $37,500.00 $125.00 $93,750.00 72 Unforeseen work not covered within all other bid items 1 LS $400,000.00 $400,000.00 $400,000.00 $400,000.00 $400,000.00 $400,000.00 73 Demobilization 1 LS $45,857.00 $45,857.00 $100,000.00 $100,000.00 $50,000.00 $50,000.00 Additions/Deductions
Multiplication error on Bid Item 71
and error in total bid summation.

Total is corrected per item unit price.

Bid report ranking has changed from
low bidder 5 to low bidder 7, due to
this correction.

Total Bid Price $14,118,328.00 $17,596,940.00 $15,575,675.00 Low Bidder 4, 5, &6
Redlands Regular Meeting of 12-17-2024

714 of 1598

CITY OF REDLANDS

MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT
Bid Analysis
PROJECT No.: 501063 Bid Date: 11/7/2024
2023 CIP Water Pipeline and Highline Replacement Project Estimated Start Date: 1/6/2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Max. 5% of Total Bid) 1 LS $471,471.00 $471,471.00 $475,000.00 $475,000.00 $0.00 2 SWPPP 1 LS $20,000.00 $20,000.00 $25,000.00 $25,000.00 $0.00 3 Traffic Control Plan 1 LS $140,000.00 $140,000.00 $25,000.00 $25,000.00 $0.00 4 Construction Survey 1 LS $60,000.00 $60,000.00 $45,000.00 $45,000.00 $0.00 5 8" DIP Water Pipeline 20,974 LF $270.00 $5,662,980.00 $275.00 $5,767,850.00 $0.00 6 12" DIP Water Pipeline 2,198 LF $415.00 $912,170.00 $295.00 $648,410.00 $0.00 7 16" DIP Water Pipeline 1,205 LF $605.00 $729,025.00 $395.00 $475,975.00 $0.00 8 24" DIP Water Pipeline 10,427 LF $444.00 $4,629,588.00 $455.00 $4,744,285.00 $0.00 9 8" Gate Valve 47 EA $3,300.00 $155,100.00 $5,500.00 $258,500.00 $0.00 10 12" Butterfly Valve 24 EA $5,000.00 $120,000.00 $7,500.00 $180,000.00 $0.00 11 16" Butterfly Valve 6 EA $8,000.00 $48,000.00 $12,500.00 $75,000.00 $0.00 12 24" Butterfly Valve 9 EA $17,000.00 $153,000.00 $15,000.00 $135,000.00 $0.00 13 8" 11.25° Elbow 13 EA $740.00 $9,620.00 $1,800.00 $23,400.00 $0.00 14 8" 22.5° Elbow 21 EA $750.00 $15,750.00 $1,800.00 $37,800.00 $0.00 15 8" 45° Elbow 12 EA $750.00 $9,000.00 $1,800.00 $21,600.00 $0.00 16 12" 11.25° Elbow 2 EA $1,100.00 $2,200.00 $2,500.00 $5,000.00 $0.00 17 24" 45° Elbow 13 EA $6,000.00 $78,000.00 $6,500.00 $84,500.00 $0.00 18 24" 22.5° Elbow 6 EA $6,000.00 $36,000.00 $6,500.00 $39,000.00 $0.00 19 24" 11.25° Elbow 20 EA $6,000.00 $120,000.00 $6,500.00 $130,000.00 $0.00 20 8" Blind Flange 7 EA $500.00 $3,500.00 $500.00 $3,500.00 $0.00 21 8" End Cap 2 EA $500.00 $1,000.00 $500.00 $1,000.00 $0.00 22 Fire Hydrant w/ Check Valve 51 EA $18,000.00 $918,000.00 $20,000.00 $1,020,000.00 $0.00 23 Blow-Off Fire Hydrant w/ Check Valve 9 EA $21,000.00 $189,000.00 $21,000.00 $189,000.00 $0.00 24 1" Service to Existing Meter 143 EA $3,000.00 $429,000.00 $8,500.00 $1,215,500.00 $0.00 25 2" Service to Existing Meter 26 EA $7,000.00 $182,000.00 $12,000.00 $312,000.00 $0.00 26 Drop Section 35 EA $2,000.00 $70,000.00 $3,000.00 $105,000.00 $0.00 27 6" Air and Vacuum Release Valve 6 EA $26,000.00 $156,000.00 $18,500.00 $111,000.00 $0.00 28 Connection per Detail 1, Sheet 34 1 EA $28,000.00 $28,000.00 $16,500.00 $16,500.00 $0.00 29 Connection per Detail 2, Sheet 34 4 EA $75,000.00 $300,000.00 $16,500.00 $66,000.00 $0.00 30 Connection per Detail 3, Sheet 34 1 EA $22,000.00 $22,000.00 $16,500.00 $16,500.00 $0.00 31 Connection per Detail 4, Sheet 34 1 EA $26,500.00 $26,500.00 $16,500.00 $16,500.00 $0.00 32 Connection per Detail 5, Sheet 34 1 EA $11,500.00 $11,500.00 $16,500.00 $16,500.00 $0.00 33 Connection per Detail 6, Sheet 34 1 EA $32,000.00 $32,000.00 $16,500.00 $16,500.00 $0.00 34 Connection per Detail 7, Sheet 34 1 EA $13,000.00 $13,000.00 $16,500.00 $16,500.00 $0.00 35 Connection per Detail 8, Sheet 34 1 EA $14,000.00 $14,000.00 $16,500.00 $16,500.00 $0.00 36 Connection per Detail 9, Sheet 34 1 EA $28,500.00 $28,500.00 $16,500.00 $16,500.00 $0.00 37 Connection per Detail 10, Sheet 34 1 EA $44,000.00 $44,000.00 $16,500.00 $16,500.00 $0.00 38 Connection per Detail 11, Sheet 35 1 EA $58,000.00 $58,000.00 $16,500.00 $16,500.00 $0.00 39 Connection per Detail 12, Sheet 35 1 EA $24,000.00 $24,000.00 $16,500.00 $16,500.00 $0.00 40 Connection per Detail 13, Sheet 35 1 EA $23,000.00 $23,000.00 $16,500.00 $16,500.00 $0.00 41 Connection per Detail 14, Sheet 35 1 EA $12,000.00 $12,000.00 $16,500.00 $16,500.00 $0.00 42 Connection per Detail 15, Sheet 35 1 EA $6,000.00 $6,000.00 $16,500.00 $16,500.00 $0.00 43 Connection per Detail 16, Sheet 35 1 EA $34,000.00 $34,000.00 $16,500.00 $16,500.00 $0.00 44 Connection per Detail 17, Sheet 35 1 EA $8,500.00 $8,500.00 $16,500.00 $16,500.00 $0.00 45 Connection per Detail 18, Sheet 35 1 EA $8,500.00 $8,500.00 $16,500.00 $16,500.00 $0.00 46 Connection per Detail 19, Sheet 35 1 EA $8,500.00 $8,500.00 $16,500.00 $16,500.00 $0.00 47 Connection per Detail 20, Sheet 35 1 EA $8,500.00 $8,500.00 $16,500.00 $16,500.00 $0.00 Item
No. Bid Item Qty Unit
Norstar Plumbing and Engineering,
Inc. WEKA, Inc.

Low Bidder 7 & 8
Redlands Regular Meeting of 12-17-2024

715 of 1598

CITY OF REDLANDS

MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT
Bid Analysis
PROJECT No.: 501063 Bid Date: 11/7/2024
2023 CIP Water Pipeline and Highline Replacement Project Estimated Start Date: 1/6/2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price Item
No. Bid Item Qty Unit
Norstar Plumbing and Engineering,
Inc. WEKA, Inc.
48 Connection per Detail 21, Sheet 36 4 EA $15,500.00 $62,000.00 $16,500.00 $66,000.00 $0.00 49 Connection per Detail 22, Sheet 36 1 EA $19,500.00 $19,500.00 $16,500.00 $16,500.00 $0.00 50 Connection per Detail 23, Sheet 36 1 EA $8,500.00 $8,500.00 $18,000.00 $18,000.00 $0.00 51 Connection per Detail 24, Sheet 36 1 EA $9,000.00 $9,000.00 $16,500.00 $16,500.00 $0.00 52 Connection per Detail 25, Sheet 36 1 EA $8,000.00 $8,000.00 $16,500.00 $16,500.00 $0.00 53 Connection per Detail 26, Sheet 36 1 EA $14,000.00 $14,000.00 $16,500.00 $16,500.00 $0.00 54 Connection per Detail 27, Sheet 36 1 EA $16,000.00 $16,000.00 $16,500.00 $16,500.00 $0.00 55 Connection per Detail 28, Sheet 36 1 EA $77,000.00 $77,000.00 $60,000.00 $60,000.00 $0.00 56 Connection per Detail 29, Sheet 36 1 EA $23,000.00 $23,000.00 $16,500.00 $16,500.00 $0.00 57 Connection per Detail 30, Sheet 36 1 EA $30,000.00 $30,000.00 $16,500.00 $16,500.00 $0.00 58 Connection per Detail 31, Sheet 37 1 EA $9,000.00 $9,000.00 $16,500.00 $16,500.00 $0.00 59 Connection per Detail 32, Sheet 37 1 EA $23,500.00 $23,500.00 $16,500.00 $16,500.00 $0.00 60 Connection per Detail 33, Sheet 37 1 EA $8,000.00 $8,000.00 $16,500.00 $16,500.00 $0.00 61 Connection per Detail 34, Sheet 37 1 EA $23,000.00 $23,000.00 $16,500.00 $16,500.00 $0.00 62 Connection per Detail 35, Sheet 37 1 EA $9,000.00 $9,000.00 $16,500.00 $16,500.00 $0.00 63 Connection per Detail 36, Sheet 37 1 EA $29,000.00 $29,000.00 $16,500.00 $16,500.00 $0.00 64 Connection per Detail 37, Sheet 37 1 EA $95,000.00 $95,000.00 $70,000.00 $70,000.00 $0.00 65 Connection per Detail 38, Sheet 37 1 EA $53,000.00 $53,000.00 $70,000.00 $70,000.00 $0.00 66 Connection per Detail 39, Sheet 37 1 EA $14,000.00 $14,000.00 $16,500.00 $16,500.00 $0.00 67 Connection per Detail 40, Sheet 37 1 EA $9,000.00 $9,000.00 $16,500.00 $16,500.00 $0.00 68 Connection to Existing 4" Fire Service lateral 6 EA $10,000.00 $60,000.00 $17,000.00 $102,000.00 $0.00 69 Connection to Existing 6" Fire Service 3 EA $12,000.00 $36,000.00 $17,000.00 $51,000.00 $0.00 70 Connection to Existing 8" Fire Service 5 EA $14,000.00 $70,000.00 $17,000.00 $85,000.00 $0.00 71 Replace In-Kind Decorative Concrete and Concrete
Pavers Over 8" Class II AB and 1" SE 30 Sand for
Leveling Purposes
750 SF $44.00 $33,000.00 $55.00 $41,250.00 $0.00
72 Unforeseen work not covered within all other bid items 1 LS $400,000.00 $400,000.00 $400,000.00 $400,000.00 $0.00 73 Demobilization 1 LS $6,000.00 $6,000.00 $40,000.00 $40,000.00 $0.00 Additions/Deductions
Total Bid Price $17,175,404.00 $17,783,570.00 $0.00
Low Bidder 7 & 8
Redlands Regular Meeting of 12-17-2024

716 of 1598
2023 CIP WATER PIPELINE AND HIGHLINE

REPLACEMENT PROJECT
LOCATION MAP .

W COLTON AVE

E LUGONIA AVE

W PIONEER AVE

N UNIVERSITY ST

ORANGE ST ORANGE ST

MENTONE BLVD
FO
R
D
ST

W SUNSET DR

E SUNSET DR

CAJON ST

ALTA VISTA DR

N CENTER ST

E PALM AVE

ALESSAND
RO
RD

OPAL AVE

W REDLANDS BLVD

BEAUMONT AVE

LIVE OAK CANYON RD

W CRESCENT AVE

ALABAMA ST

SAN TIMOTEO CANYON RD

BARTON RD

W FERN AVE

E HIGHLAND AVE

N DEARBORN ST

E OLIVE AVE

JUDSON ST

W CYPRESS AVE

E HILTON AVE

BROOKSIDE AVE

W LUGONIA AVE

N CHURCH ST

W PALM AVE

TEXAS ST

NEVADA ST

E CYPRESS AVE

S WABASH AVE

E SAN BERNARDINO AVE

E CITRUS AVE

E FERN AVE
5TH AVE

CRAFTON AVE
N 6TH ST

S DEARBORN ST

ELIZABETH ST

W OLIVE AVE

TERRACINA BLVD

N WABASH AVE

N CHURCH ST

GARDEN ST

W SAN BERNARDINO AVE
5TH AVE S CENTER ST

W HIGHLAND AVE

E REDLANDS BLVD

TENNESSEE ST

ALABAMA ST

E SUNSET DR

E COLTON AVE

E CITRUS AVE

NEVADA ST

E PIONEER AVE

PALMETTO AVE
2023 CIP WATER & HIGHLINE
Redlands Regular Meeting of 12-17-2024 717 of 1598
DATE OF REQUEST:

An additional appropriation is hereby requested as follows:

Department:

JUSTIFICATION:

Requested By:

Recommended By Finance Director: Recommended:

Yes No Signed
Comments: Approved by City Council:

Date:

Signed:

City Clerk
REVENUE APPROPRIATION INCREASE (if applicable)
EXPENDITURE APPROPRIATION INCREASE (if applicable)
$ -
$ -
TRANSACTION NO:

ACCOUNTING PERIOD:

Account Description Orgkey Object Code Job Ledger (If
applicable) Amount
Job Ledger (If
applicable) Account Description Orgkey Object Code Amount Department Head
City Manager

CITY OF REDLANDS

REQUEST FOR ADDITIONAL APPROPRIATION

FINANCE USE ONLY

Redlands Regular Meeting of 12-17-2024 718 of 1598
210
10 10
2023 CIP WATER PIPELINE AND HIGHLINE

REPLACEMENT PROJECT

CONSTRUCTION PLANS FOR THE CITY OF REDLANDS
PROJECT NO. 501063
OCTOBER 2024

DENISE DAVIS, COUNCIL MEMBER

PAUL BARICH, MAYOR PRO TEM
CHARLES M. DUGGAN JR., CITY MANAGER

JENNA GUZMAN-LOWERY, COUNCIL MEMBER

EDDIE TEJADA, MAYOR

MARIO SAUCEDO, COUNCIL MEMBER
JEANNE DONALDSON, CITY CLERKCITY COUNCIL:

CITY CLERK:CITY STAFF:

TITLE SHEET

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig.

R
1 Redlands Regular Meeting of 12-17-2024 719 of 1598
GENERAL NOTES, CONSTRUCTION NOTES ’ AND ABBREVIATIONS CITY OF REDLANDS 41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig.

R
2 Redlands Regular Meeting of 12-17-2024 720 of 1598
ORIENTAL AVENUE & REDLANDS BOULEVARD 3

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
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Redlands Regular Meeting of 12-17-2024 721 of 1598
EUREKA STREET & CITRUS AVENUE 4

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
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Redlands Regular Meeting of 12-17-2024 722 of 1598
CITRUS AVENUE, S 6TH STREET & VINE STREET 5

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
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Redlands Regular Meeting of 12-17-2024 723 of 1598
5TH STREET & 6TH STREET 6

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
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Redlands Regular Meeting of 12-17-2024 724 of 1598
6TH STREET & STUART AVENUE 7

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
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Redlands Regular Meeting of 12-17-2024 725 of 1598
7TH STREET 8

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig. R
Redlands Regular Meeting of 12-17-2024 726 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
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CYPRESS AVENUE 9
Redlands Regular Meeting of 12-17-2024 727 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
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CYPRESS AVENUE & NEVADA STREET
10 Redlands Regular Meeting of 12-17-2024 728 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
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NEVADA STREET & SAN TIMOTEO CANYON ROAD
11 Redlands Regular Meeting of 12-17-2024 729 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
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Callbefore you dig. R

SAN TIMOTEO CANYON ROAD & HOME PLACE
12 Redlands Regular Meeting of 12-17-2024 730 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
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CAJON STREET & AGATE AVENUE
13 Redlands Regular Meeting of 12-17-2024 731 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
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Callbefore you dig. R

CHRYSOLITE AVENUE & VINTON WAY
14 Redlands Regular Meeting of 12-17-2024 732 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
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WABASH AVENUE & PANORAMA DRIVE
15 Redlands Regular Meeting of 12-17-2024 733 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
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WABASH AVENUE
16 Redlands Regular Meeting of 12-17-2024 734 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
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VALENCIA DRIVE
17 Redlands Regular Meeting of 12-17-2024 735 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow.

Callbefore you dig. R

OVERCREST DRIVE
18 Redlands Regular Meeting of 12-17-2024 736 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
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Callbefore you dig. R

CRAFTON AVENUE
19 Redlands Regular Meeting of 12-17-2024 737 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow.

Callbefore you dig. R PLAN/PROFILE SHEET
STA. 9+72.2± TO 19+00.00
20 Redlands Regular Meeting of 12-17-2024 738 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow.

Callbefore you dig. R PLAN/PROFILE SHEET
STA. 19+00.00 TO 26+00.00
21 Redlands Regular Meeting of 12-17-2024 739 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow.

Callbefore you dig. R PLAN/PROFILE SHEET
STA. 26+00.00 TO 35+00.00
22 Redlands Regular Meeting of 12-17-2024 740 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow.

Callbefore you dig. R 23

PLAN/PROFILE SHEET
STA. 35+00.00 TO 43+00.00
Redlands Regular Meeting of 12-17-2024 741 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow.

Callbefore you dig. R 24

PLAN/PROFILE SHEET
STA. 43+00.00 TO 50+00.00
Redlands Regular Meeting of 12-17-2024 742 of 1598

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig. R
25 PLAN/PROFILE SHEET
STA. 50+00.00 TO 57+00.00
Redlands Regular Meeting of 12-17-2024 743 of 1598

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig. R
26 PLAN/PROFILE SHEET
STA. 57+00.00 TO 63+00.00
Redlands Regular Meeting of 12-17-2024 744 of 1598

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig. R
27 PLAN/PROFILE SHEET
STA. 63+00.00 TO 70+00.00
Redlands Regular Meeting of 12-17-2024 745 of 1598

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig. R
28 PLAN/PROFILE SHEET
STA. 70+00.00 TO 76+00.00
Redlands Regular Meeting of 12-17-2024 746 of 1598

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig. R

PLAN/PROFILE SHEET
STA. 76+00.00 TO 83+00.00
29 Redlands Regular Meeting of 12-17-2024 747 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow.

Callbefore you dig. R 30

PLAN/PROFILE SHEET
STA. 83+00.00 TO 89+00.00
Redlands Regular Meeting of 12-17-2024 748 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow.

Callbefore you dig. R PLAN/PROFILE SHEET
STA. 89+00.00 TO 97+00.00
31 Redlands Regular Meeting of 12-17-2024 749 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow.

Callbefore you dig. R 32

PLAN/PROFILE SHEET
STA. 97+00.00 TO 106+00.00
Redlands Regular Meeting of 12-17-2024 750 of 1598

CITY OF REDLANDS
41 BENCHMARK D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow.

Callbefore you dig. R PLAN/PROFILE SHEET
STA. 106+00.00 TO 113+98.6±
33 Redlands Regular Meeting of 12-17-2024 751 of 1598

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig. R

CONNECTION DETAILS
34 Redlands Regular Meeting of 12-17-2024 752 of 1598

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig. R

CONNECTION DETAILS
35 Redlands Regular Meeting of 12-17-2024 753 of 1598

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig. R

CONNECTION DETAILS
36 Redlands Regular Meeting of 12-17-2024 754 of 1598

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig. R

CONNECTION DETAILS
37 Redlands Regular Meeting of 12-17-2024 755 of 1598
--t-go'@--1
13 11
PLACE MIN. 3" A.C. OR
1" THICKER THAN

EXISTING
EXIST. PAVEMENT
SAW-CUT 2' x 2' I : 12" 12"
-,----------REMOVE
� I •
EXI Sc------,

I PAVEMENT
REMOVE EXIST. VALVE

COVER & VALVE CAN
EXTENSION (MIN. 12"
DEEP)
95% REL COM=.---------�� �-TACK COAT EDGES 12" MIN.

NOTES
G) INSTALL DIP (CLASS 350) PER PLAN.
0 INSTALL FLANGED TEE - SIZE PER PLAN.
0 INSTALL GATE/BUTTERFLY VALVE PER PLAN.
0 RESTRAIN ALL JOINTS (OR LENGTH AS NOTED).
(MIN. 12" DEEP)

PLACE COMPACTED
C.A.B. TO 90% REL.

COMP.
_.,,--- EXIST. SLEEVE

TO REMAIN
EXIST. VALVE

TO BE ABANDONED
TYPICAL TEE DETAIL ABANDON EXISllNG VALVE DETAIL
SCALE: N. T.S.

L
,
:�;: ::/'.·
. '' :· - ..
•
,
� r 9il
�c
TEE 45" BEND CROSS DEAD END

GENERAL NOTES

1. CONCRETE SHALL BE 560-C-3250 PER GREENBOOK, LATEST EDITION.

2. THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED SOIL, BACKFILL COMPACTED TD 95% RELATIVE COMPACTION, OR CLASS 100-E-100 SLURRY PER GREENBOOK, LATEST EDITION.

3. BEARING AREAS L X H ARE COMPUTED FOR TEST PRESSURES OF 225 PSI IN MAINS LAID IN A COHESION LESS SOIL (C=O) WITH INTERNAL ANGLE OF FRICTION OF 37', A UNIT WEIGHT OF 110 PCF, AND AT LEAST 32" OF COVER.

4. BEARING AREAS L X H SHALL BE APPROVED BY THE CITY WHERE MAINS: (A) BEAR AGAINST WEAKER SOIL THAN DESCRIBED ABOVE, (B) HAVE LESS THAN 32" OF COVER, OR (C) ARE NOT REPRESENTED BY A FITTING OR SIZE SHOWN HEREON.

SCALE: N. T.S.
22 1/2" BEND 90" BEND
11 1/4" BEND TYPICAL THRUST BLOCK

5. L IS APPROXIMATELY EQUAL TO H FOR SMALLER THRUST BLOCKS. L IS GREATER THAN H FOR LARGER THRUST BLOCKS. H SHALL NOT EXCEED TRENCH HEIGHT.

THRUST BLOCK SIZES
Bearing Area (sq-ft) and Thrust Block Dimensions (in)
�
I_PE Sl1
E
inches DEAD END TEE OR CROSS 90" BEND
Area L H Area L H Area L H Area
/sn-ft) /in) /in) /sn-ft) /in) /in) /sn-ft' /in) /in) /sn-ft' 4 2.0 17 17 2.0 17 17 2.9 21 21 1.9
6 4.3 25 25 4.3 25 25 6.0 30 30 4.3
8 7.4 36 30 7.4 36 30 10.5 42 36 7.6
10 12.1 42 42 12.1 42 42 17.1 59 42 10.3
1 2 17.2 52 48 17.2 52 48 24.3 73 48 17.2
1 6 26.7 72 54 26.7 72 54 37.8 101 54 30.6
45" BEND
L
/in)
1 7
25 37
42 52
82 TYPICAL lHRUST BLOCK DETAIL
SCALE: N. T.S.

22.5" BEND 11.25" BEND
H Area L H Area L H
/in) /sn-ft' /in) /in) /sn-ft) /in) /in)
17 1.0 12 12 0.4 8 8
25 2.2 18 18 1.0 12 12
30 3.9 24 24 1.9 17 17
36 5.5 30 27 3.1 22 22
48 8.7 42 30 4.3 26 24
54 15.6 54 42 7.8 38 30

PROPOSED PIPE,
NOTES:

1. DROP SECTION MAY BE ACHIEVED BY VERTICAL

DEFLECTION OF JOINTS PER MANUFACTURER
RECOMMENDATIONS.

2. CONTRACTOR SHALL IDENTIFY CONFLICTING

UTILITIES AN ADEQUATE DISTANCE AHEAD OF

TRENCHING ACTIVITY TO ENABLE THE INSTALLATION

OF AN ADEQUATE DISTANCE OF RESTRAINED
JOINTS.

3. ALL JOINTS SHALL BE RESTRAINED

EXISTING UTILITY,
/

FOR SEWER OR SD
,-(,,

SEE PLAN
,. I
NOTES:

1. THIS DETAIL APPLIES TO STORM DRAIN CROSSINGS
DENOTED ON THE PLANS.

2. IF ADDITIONAL CROSSINGS ARE ENCOUNTERED

DURING CONSTRUCTION CONTRACTOR SHALL

OBTAIN APPROVAL TO CROSS ADDITIONAL

FACILITIES IN THIS MANNER PRIOR TO
INSTALLATION.

EXISTING BOX CULVERT, �1

RCP OR CMP,

STRUCTURE, UTILITY PER
I
r ------- 7
PLANS
.
. I I
,.,�.
-
- ·
·
-
-
-
�--
,;,,.,:,
.,� L J ..
.
.
-
��
INSTALL 1 SACK SLURRY TO
12" ABOVE THE BOTTOM OF

STRUCTURE, NOT REQUIRED

SIZE VARIES PER PLAN

I I PROPOSED PIPE,
6" MIN. ·•>.:
·
·•
- - - - - - - �;-�:��-
ll�tt!iiif ii
FOR RCP UNDER 24" DIAMETER
INSTALL 45"

BEND WITH RJ
INSTALL 45"

BEND WITH RJ
12", UNLESS

OTHERWISE

APPROVED
INSTALL 45
°

BEND WITH RJ

SIZE VARIES PER PLAN
INSTALL 45
°

BEND WITH RJ

ACHIEVE REQUIRED COVER BY

VERTICAL DEFLECTION AT JOINTS
PER MFR. RECOMMENDATIONS IF

NECESSARY

CENTER A STICK OF PIPE UNDER

THE EXISTING BOX CULVERT OR

RCP, BACKFILL PER TRENCH
DETAIL
lYPICAL � � DETAL a BOX CULVERT CROSSING DETAIL

BASIC SEPARATION STANDARDS

1. PARALLEL CONSTRUCTION: THE HORIZONTAL DISTANCE BETWEEN OOMESTIC WATER AND RECLAMED WATER UNES AND SEWER UNES SHALL BE AT LEAST 10 FEET, OUTSIDE OF PIPE TD OUTSIDE OF PIPE .

2. PERPENDICULAR CONSTRUCTON (CROSSING): WATER UNES SHAUL BE AT LEAST ONE FOOT ABOVE SEWER AND RECLAIMED WATER LINES WHERE THESE LINES MUST CROSS.

3. SPECIAL PROVISIONS: WHERE THE BASIC SEPARATION STANDARDS CANNOT BE ATT.AJNED ALTERNATIVE CONSTRUCTION CRITERIA ARE SHOWN BELOW:

SITUATION:

LOCATION OF NEW SEWER & RECLAIMED WATER LINES TD EXISTING DOMESTIC WATER LINE. w
z
0 N
in
:r:
0 "'

0..

PARALLEL CONSTRUCTION

ZONE C (NO JOINTS)
��...L._____;l
·I PROHIBITED ZONE
T
,...

ZONE D (NO JOINTS)

PERPENDICULAR CROSSING

IF ANY SEWER OR RECLAIMED WATER PIPELINES ARE TO BE CONSTRUCTED WITHIN ANY OF THE ABOVE INDICATED ZONES, SPECIAL CONSTRUCTION SHALL BE REQUIRED AS DESCRIBED BELOW.

ZONE SEWER RECLAIMED WATER
A. DO NOT LOCATE ANY PARALLEL SEWER OR RECLAIMED WATER LINES IN THIS AREA WITHOUT A STATE AND LOCAL HEALTH DEPARTMENT APPROVAL.

USE D.I.P., WELDED CML & C STEEL, OR
B. USE V.C.P., CLASS 200 PVC, OR D.I.P. WITH CLASS 200 P.V.C. - AWWA C900 COMPRESSION JOINTS.

C. USE D.I.P. WITH MECHANICAL JOINTS
OR CLASS 200 P.V.C. - AWWA C900
USE D.I.P., WELDED CML & C STEEL, OR
CLASS 200 P.V.C. - AWWA C900
USE D.I.P., WELDED CML & C STEEL, OR
D. USE D.I.P. OR CLASS 200 P.V.C. - AWWA C900 CLASS 200 P.V.C. - AWWA C900 SCALE: N. T. S.

GENERAL NOTES:

1. NO PIPE JOINTS SHALL BE PERMITTED WITHIN ZONE D AND ZONE C. IF THAT CANNOT BE ACCOMPLISHED, THE NEW LINE SHALL BE ENCASED FOR THE FULL LENGTH OF THE RESPECTVE ZONE.

2. NEW SEWER FORCE M.AJNS SHALL NOT BE PERMITTED IN ZONES A THROUGH D.

3. THE MATERIALS OF NEW LINES AT CROSSINGS SHALL BE CONSISTENT WITH OTHER NEW MATERIALS I.E., STEEL ON A STEEL U NE.

4. THESE CONSTRUCTION CRITERIA APPLY TO HOUSE SEWER LATERALS THAT CROSS ABOVE A WATER M.AJN, BLJT NOT TO THOSE THAT CROSS BELOW A WATER LINE.

5. WHEN INSTALUNG NEW DOMESTIC WATIER D.I.P. BELOW AN EXISTING HOUSE SEWER LATERAL, THE REQUIRED ZONE C LENGTH CAN BE THAT OF A TYPICAL 18-FOOT STICK.

SITUATION:

LOCATION OF NEW DOMESTIC TO EXISTING SEWER & RECLAIMED WATER LINES.

SEWER,
w
z
0 N
SD, OR ..,,.,____,,

ECLAIME
WATER

PARALLEL CONSTRUCTION

ZONE D (NO JOINTS)
1 PROHIBITED ZONE ;,.

ZONE C (NO JOINTS)

PERPENDICULAR CROSSING

IF ANY WATER LINE IS TO BE CONSTRUCTED WITHIN ANY OF THE ABOVE INDICATED ZONES, SPECIAL CONSTRUCTION SHALL BE REQUIRED AS DESCRIBED BELOW.

ZONE DOMESTIC WATER (SEE GENERAL NOTE 3)
A. DO NOT LOCATE ANY PARALLEL DOMESTIC WATER LINE IN THIS AREA A WITHOUT STATE AND LOCAL HEALTH DEPARTMENT APPROVAL.

B. USE D.I.P. OR WELDED CML & C STEEL
C.

D.

USE D.I.P. OR WELDED CML & C STEEL
USE D.I.P. OR WELDED CML & C STEEL

WATER AND SEWER SEPARATION STANDARDS
(MINIMUM REQUIREMENTS AS ESTABLISHED BY THE STATE OF CALIFORNIA DEPARTMENT OF HEAL TH SERVICES) -----------
C
.....

ITY-o""""F-R"""E
"""'"
DLA
-N
"'"'"o"""'s----i
�
WATER AND SEWER SEPARATION STANDARDS DETAIL 46
SCALE: N. T.S.
fESS/
RRY M.
0 RENN ER -
- -z.

No. 69984
Exp. 9/30/26
C'l
;o
Municipal Utilities and Engineering Department
2023 CIP WATER PIPELINE AND

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063

MISCELLANEOUS DETAILS
Redlands Regular Meeting of 12-17-2024 756 of 1598

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig. R

MISCELLANEOUS DETAILS
39 1234
30" MIN
36" FOR 8" D.C.
42" FOR 10" D.C. 1 1 2 5678 8 8 5 7 6 5
Note: Per Addendum No.1, add an
additional 6 inches of 6-inch Plain
End DIP Spool.

Redlands Regular Meeting of 12-17-2024 757 of 1598

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig.

R

MISCELLANEOUS DETAILS
40 NOTES

GRIND AND OVERLAY THICKNESS

TRENCH REPAIR GENERAL NOTES
Note: Per Addendum No.1, add an
additional 6 inches of 6-inch Plain
End DIP Spool.

Redlands Regular Meeting of 12-17-2024 758 of 1598

CITY OF REDLANDS
41 BENCHMARK
D-20561

HIGHLINE REPLACEMENT PROJECT
PROJECT No. 501063
2023 CIP WATER PIPELINE AND
Know what'sbelow. Callbefore you dig.

R

MISCELLANEOUS DETAILS
41 ’
’
’
” ’
”
NOTES :
’
NOTES
’
“ ”
’
’
Redlands Regular Meeting of 12-17-2024 759 of 1598

CITY OF REDLANDS

MUNICIPAL UTILITIES &

ENGINEERING DEPARTMENT
Bid Proposal, Contract Documents and Specifications
For
2023 CIP Water Pipeline and Highline
Replacement Project
Project No. 501063
October 2024
Redlands Regular Meeting of 12-17-2024 760 of 1598

THIS PAGE INTENTIONALLY LEFT BLANK
Redlands Regular Meeting of 12-17-2024 761 of 1598

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT
Bid Proposal, Contract Documents and Specifications
for
2023 CIP Water Pipeline and Highline Replacement Project Project No. 501063
For use in conjunction with specifications entitled: “Standard Specifications for Public Works Construction (Greenbook)” 2021 Edition; “Standard Plans for Public Works Construction” 2021 Edition; Municipal Utilities and Engineering Department’s Water Systems Standard Specifications and Sanitary Sewer System Standard Specifications, latest editions; and General Permit Conditions and Trench Specifications.

City Council:

Eddie Tejeda, Mayor
Paul Branch, Mayor Pro Tem
Denise Davis, Councilmember
Jenna Guzman-Lowery, Councilmember
Mario Saucedo, Councilmember
City Clerk:

Jeanne Donaldson, City Clerk
City Staff:

Charles M. Duggan Jr., City Manager
October 2024
Redlands Regular Meeting of 12-17-2024 762 of 1598

THIS PAGE INTENTIONALLY LEFT BLANK
Redlands Regular Meeting of 12-17-2024 763 of 1598
TOC 1
2023 CIP Water Pipeline and Highline
Replacement Project
Project No. 5010633

TABLE OF CONTENTS
(XX) REFLECTS PAGE IDENTIFICATION FOOTER ABBREVIATION

NOTICE INVITING SEALED PROPOSALS (NIB)

BID DOCUMENTS (BD)
INSTRUCTIONS TO BIDDERS.......................................................................................... 1 PROPOSAL ...................................................................................................................... 10 BID CERTIFICATION........................................................................................................ 17 BID BOND ...................................................................................................................... 18 NON-COLLUSION AFFIDAVIT ...................................................................................... 19 STATEMENT BY BIDDER............................................................................................... 20 OFFICERS OF CORPORATION (Members of Firm)....................................................... 20 SUB-CONTRACTORS LIST............................................................................................. 21 QUALIFICATION AND EXPERIENCE STATEMENT.................................................. 22 GENERAL INFORMATION ............................................................................................. 23

CONTRACT DOCUMENTS (CD)
PUBLIC WORKS CONSTRUCTION CONTRACT........................................................... 1

GENERAL CONDITIONS (GC)
SECTION 1 – GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS...................................................................... 1 SECTION 2 - SCOPE OF THE WORK ............................................................................... 2 SECTION 3 - CONTROL OF THE WORK......................................................................... 3 SECTION 4 - CONTROL OF MATERIALS....................................................................... 8 SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITES ...................................... 8 SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK .............................. 30 SECTION 7 - MEASUREMENT AND PAYMENT ......................................................... 32 SECTION 8 - FACILITIES FOR AGENCY PERSONNEL.............................................. 33 SECTION 9 - ASSIGNMENT OF UNFAIR BUSINESS PRACTICES CLAIMS ........... 33 SECTION 10 - TRENCHING AND EXCAVATION........................................................ 33 SECTION 11 - REMOVAL, RELOCATION OR PROTECTION OF EXISTING UTILITIES................................................................................................... 34 SECTION 200 - ROCK MATERIALS............................................................................... 35 SECTION 201 - CONCRETE, MORTAR AND RELATED MATERIALS..................... 36 Redlands Regular Meeting of 12-17-2024 764 of 1598
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SECTION 203 - BITUMINOUS MATERIALS................................................................. 36 SECTION 206 - MISCELLANEOUS METAL ITEMS..................................................... 37 SECTION 207 – GRAVITY PIPE...................................................................................... 38 SECTION 211 - MATERIAL TESTS ................................................................................ 38 SECTION 214 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS ........................................................................... 38 SECTION 300 - EARTHWORK ........................................................................................ 39 SECTION 301 - TREATED SOIL, SUBGRADE PREPARATION AND PLACEMENT OF BASE MATERIALS ............................................................................. 43 SECTION 302 - ROADWAY SURFACING ..................................................................... 49 SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION.............................. 58 SECTION 304 - METAL FABRICATION AND CONSTRUCTION .............................. 62 SECTION 314 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS ........................................................................... 62

GENERAL REQUIREMENTS
SECTION 01110 COORDINATION OF WORK
SECTION 01111 TRAFFIC CONTROL PLAN
SECTION 01112 DESCRIPTION OF WORK
SECTION 01200 MEASUREMENT AND PAYMENT
SECTION 01251 CHANGE ORDER REQUESTS
SECTION 01254 CHANGE ORDERS
SECTION 01298 SCHEDULE OF VALUES
SECTION 01321 CONSTRUCTION SCHEDULE
SECTION 01322 CONSTRUCTION PROGRESS PHOTOGRAPHY
SECTION 01323 CONSTRUCTION STATUS REPORTS
SECTION 01330 SUBMITTALS
SECTION 01571 SWPPP
SECTION 01581 CONSTRUCTION INFORMATION SIGNS
SECTION 01721 MOBILIZATION
SECTION 01722 SURVEYING
SECTION 01732 POTHOLING
SECTION 01740 DEMOBILIZATION

TECHNICAL SPECIFICATIONS
SECTION 02222 PROTECTING EXISTING UNDERGROUND UTILITIES SECTION 09900 PAINTING AND COATING
SECTION 15050 GENERAL PIPING REQUIREMENTS
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SECTION 15100 MANUAL, CHECK AND PROCESS VALVES
SECTION 15108 AIR RELEASE AND VACUUM-RELIEF VALVES
SECTION 15122 PIPE COUPLINGS
SECTION 15123 CORPORATION STOPS AND SERVICE SADDLES
SECTION 15141 DISINFECTION OF PIPING
SECTION 15144 PRESSURE TESTING AND PIPING
SECTION 15240 DUCTILE-IRON PIPE
SECTION 15250 CEMENT-MORTAR LINED AND COATED STEEL PIPE AND

SPECIALS
PS T10 INTERMEDIATE – 1 ½” & 2” METER
PS T10 SMALL - 5/8”, ¾” & 1” METER

APPENDIX

APPENDIX A CHECKLIST OF LABOR LAW REQUIREMENTS

APPENDIX B CITY OF REDLANDS WORKDAY CONSTRUCTION SCHEDULE

APPENDIX C CITY OF REDLANDS CONTRACTOR SAFETY PROGRAM

APPENDIX D PERMITS

APPENDIX E CITY OF REDLANDS MUED GENERAL PERMIT CONDITIONS

AND TRENCH SPECIFICATIONS
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BID DOCUMENTS
(BD)
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BD 1

INSTRUCTIONS TO BIDDERS
For
2023 CIP Water Pipeline and Highline Replacement Project Project No. 501063
Bids to receive consideration shall be made in accordance with the following instructions:

1. PROPOSALS:
a. Bids shall be made upon the form of proposal furnished by the City. All Bids shall be properly executed with all items filled in; the signatures of all persons signing shall be in longhand. If the unit price and the total amount named by a Bidder for any item are not in agreement, the unit price shall be considered as representing the Bidder's intention, and the totals may be corrected by the Engineer to conform thereto. If the sum of the individual bid item’s and the total amount named by a Bidder are not in agreement, the sum of the bid item’s shall be considered as representing the Bidder’s intention, and the totals may be corrected by the Engineer to conform thereto. If the total price written in words and the total price written in figures are not in agreement, then the total price written in words will be considered as representing the Bidder’s intention, and the totals will be corrected by the Engineer to conform thereto.
b. Proposals may be rejected if they show any alterations of form, additions not called for, conditional or alternative bids, incomplete Bids, erasures, or irregularities of any kind.

Mistakes shall be lined through and the correct amount written above and initialed by the authorized agent of the Bidder.
c. Bids shall be accompanied by a cashier's or a certified check or Bidder's admitted corporate surety bond, in an amount not less than ten percent (10%) of the bid, made payable to the City of Redlands. Said check or bond shall be given as a guarantee that the Bidder will enter into a contract if awarded the work. In the case of refusal or failure to enter into said Contract, within fourteen (14) days after Notice of Award by the City in writing, the security shall be applied by the City to the difference between such bid and next lowest acceptable bid and surplus, if any, shall be returned to Bidder if cash or check is used, or to Surety if bid bond is used.
d. Before submitting a bid, Bidders shall carefully examine the Plans; read the Specifications; read all other Contract documents; shall visit the site of the work; shall fully inform themselves as to all existing conditions and limitations; and include in the bid a sum to cover the cost of all items included in the Contract. No allowance will be made due to lack of examination or knowledge. The submission of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered as to character, quality and scope of work to be performed; the quantities of materials to be furnished; and as to the requirements of the Bid Proposal, plans and specifications.

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e. Pursuant to CA Labor Code Section 1770 et seq., the successful bidder shall pay not less than the prevailing rate of per diem wages as determined by the Director of the California Department of Industrial Relations. Copies of such prevailing rate of per diem wages are available at http://www.dir.ca.gov/OPRL/PWD/. Copies of the prevailing wage determination are also on file at the City of Redlands and shall be made available to any interested party upon request.
f. The bid must be submitted on or before the date and time specified in the Notice Inviting Sealed Proposals (Bids). The bid shall be submitted in a sealed envelope marked in the lower left corner as follows:

BID FOR: 2023 CIP Water Pipeline and Highline Replacement Project, Project No. 501063
g. Bids will be opened and publicly read aloud at the time set in the Notice Inviting Sealed Proposals (Bids), in the Office of the City Clerk, Civic Center, 35 Cajon Street, Suite 4, Redlands, California.

2. AGREEMENT AND BONDS:

The form of Contract which the successful Bidder, as Contractor, will be required to execute is included in the Contract Documents (CD) of these specifications and should be carefully examined by the Bidder. The Agreement, admitted Corporate Surety Bonds and other documents to be executed by the Contractor shall be executed in original-duplicates stamped according to law, one of which original-duplicates shall be filed with the City Clerk of the City of Redlands. The successful Bidder, simultaneously with the execution of the Agreement, will be required to furnish a faithful performance bond and a labor and material bond, each in an amount equal to one hundred percent (100%) of the Contract price. Said bonds shall provide that if the Contractor or their Subcontractor fails to pay for any materials, provision, provender or other supplies or items used in, upon, for or about the performance of the work contracted to be done, or for any work of labor thereon of any kind, or for amounts due under the Unemployment Insurance Act or Workman's Compensation, with respect to such work or labor, that the surety or sureties will pay for the same. The amount shall not exceed the sum specified in the bond, and also, in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. All bonds shall be secured from surety companies satisfactory to the City of Redlands and whose name is on file with the County Clerk of San Bernardino County, as an approved and financially sound surety company authorized to transact business in this state.

3. WITHDRAWAL OF BIDS:
a. Any Bidder may withdraw his Bid, only by written request, at any time prior to the scheduled time for Bid Opening.
b. No Bidder may withdraw his Bid for a period of sixty (60) days after the time of Bid Opening except as allowed by the California Public Contract Code.

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BD 3

4. INSURANCE AND HOLD HARMLESS REQUIREMENTS:

Before entering into a Contract, the Bidder to whom the Contract has been awarded shall furnish satisfactory evidence that they have secured all required insurance from a responsible insurance company authorized to do business in California and satisfactory to the City, and such insurance shall be maintained in full force and effect at the Contractor's own expense during the life of the Contract. Contractor shall furnish the City with the customary Certificates of Insurance for all required insurance listed below. General Liability Insurance shall name the City and the Consultant, as an additional insured and shall be primary and non-contributing to any insurance or self-insurance maintained by the City. All liability insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the City shall be notified by registered mail, return receipt requested, giving sufficient time before the date thereof to comply with any applicable law or statute, but in no event less than forty five (45) days before expiration or cancellation is effective.

The coverage shall provide the following minimum limits based on the type of work proposed under this Contract. The Contractor shall determine if the proposed work requires Tier 1 or Tier 2 Insurance Requirements as follows:

CONTRACTED OPERATIONS DESIGNATED AS TIER 1
Air Conditioning (HVAC)
Systems (installation)
Electric Light or Power Line
Construction Pipeline Construction
Airport Runways (paving,
repaving, etc.) Elevator Work Roofing
Blasting Operations Excavation Sandblasting
Bridge or Elevated Highway
Construction
Fire Suppression Systems
(installation)
Sewer and Water Main
Construction
Buildings Structural Work
(including elevators)
Gas Mains or Connections
Construction Sign Erection (streets)
Building Structure (raising or
moving) Geophysical Exploration Solar Energy
Cable Installation in Conduits
and Conduit Construction
(streets)
Grading of Land Street Cleaning
Caisson or Cofferdam Work Hazardous Materials
Contractors Street or Road Construction
Dam or Reservoir Construction Irrigation or Drainage
Construction
Tank Construction, Installation,
Erection or Repair
Demolition (structures) Landscape Construction (street
or street medians)
Telephone or Cable Line
Construction
Drilling Painting (exterior greater than
single story)
Tree Pruning, Dusting,
Spraying or Removal
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BD 4
TIER 1 DESIGNATED INSURANCE REQUIREMENTS
a. Commercial General Liability
➢ $1 Million Per Occurrence/ $2 Million Aggregate
▪ City listed as an Additional Insured on the coverage
▪ Coverage is primary and non-contributory
▪ If scope of work is within 50 feet of any railroad, endorsement citing inclusion of liability associated with this work is required
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission b. Business Auto Liability
➢ $1 Million Combined Single Limit
▪ City listed as an Additional Insured on the coverage
▪ Must include liability arising from all owned, leased, hired, and non-owned autos ▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission ➢ If Contractor or its subcontractors or suppliers haul hazardous material (including, without limitation, waste), Auto Liability insurance must be applicable to all hazardous waste hauling vehicles, and include MCS 90 and CA9948 Endorsements. c. Commercial Umbrella/ Excess Liability
➢ $5 Million Per Occurrence/ Aggregate
▪ City listed as an Additional Insured on the coverage
▪ Coverage is primary and non-contributory
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission d. Workers Compensation
➢ $1 Million Per Occurrence for Bodily Injury by Accident ➢ $1 Million Each Employee for Bodily Injury by Disease ➢ $1 Million Policy Limit for Bodily Injury by Accident ▪ Waiver of Subrogation in favor of City
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission e. Pollution Policy (Hazardous Materials) [If Applicable] ➢ Required of Projects that involve Demolition and/or Excavation Activities ➢ $1 Million Per Occurrence/ $2 Million Aggregate
➢ City listed as an Additional Insured on the coverage
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BD 5
TIER 2 DESIGNATED INSURANCE REQUIREMENTS
a. Commercial General Liability
➢ $1 Million Per Occurrence/ $2 Million Aggregate
▪ City listed as an Additional Insured on the coverage
▪ Coverage is primary and non-contributory
▪ If scope of work is within 50 feet of any railroad, endorsement citing inclusion of liability associated with this work is required
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission b. Business Auto Liability
➢ $1 Million Combined Single Limit
▪ City listed as an Additional Insured on the coverage
▪ Must include liability arising from all owned, leased, hired, and non-owned autos ▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission ➢ If Contractor or its subcontractors or suppliers haul hazardous material (including, without limitation, waste), Auto Liability insurance must be applicable to all hazardous waste hauling vehicles, and include MCS 90 and CA9948 Endorsements. c. Workers Compensation
➢ $1 Million Per Occurrence for Bodily Injury by Accident ➢ $1 Million Each Employee for Bodily Injury by Disease ➢ $1 Million Policy Limit for Bodily Injury by Accident ▪ Waiver of Subrogation in favor of City
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission d. Pollution Policy (Hazardous Materials) [If Applicable] ➢ Required of Projects that involve Demolition and/or Excavation Activities ➢ $1 Million Per Occurrence/ $2 Million Aggregate
➢ City listed as an Additional Insured on the coverage
CONTRACTED OPERATIONS DESIGNATED AS TIER 2
Air Conditioning (HVAC)
Systems (service and repair) Carpentry (building interiors) Fire Suppression Systems (service and repair) Alarms and Alarm Systems Communications Equipment
Installation (interior) Landscape Construction
Building Interior Work (service,
repair and non-structural
remodeling)
Driveway, Parking Area or
Sidewalk (paving or repaving) Painting (exterior)
Cable Installation in Conduits
(buildings) Fence Erection All Other Job Types including Vendors Redlands Regular Meeting of 12-17-2024 776 of 1598
BD 6
Contractor expressly waives all rights to subrogation against the City, its officers, employees and volunteers for losses arising from work performed by Contractor for City by expressly waiving Contractor’s immunity for injuries to Contractor’s employees and agrees that the obligation to indemnify, defend and hold harmless provided for in this Agreement extend to any claim brought by or on behalf of any employee of Contractor. This waiver is mutually negotiated by the parties. This shall not apply to any damage resulting from the sole negligence of City, its agents and employees. To the extent any of the damages referenced herein were caused by or resulted from the concurrent negligence of City, its agents or employees, the obligations provided herein to indemnify, defend and hold harmless are valid and enforceable only to the extent of the negligence of contractor, its officers, agents and employees.

Subcontractors. The prime contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements from each subcontractor.

The Contractor shall not assign or sublet the contract, in whole or in part, without the written consent of the City, nor shall the contractor assign any monies due to, or to become due to, Contractor hereunder without prior written consent of the City.

The Contractor shall be fully responsible to the City for the acts and omissions of the subcontractor and persons either directly or indirectly employed by the Contractor. Consent to subcontracting part of the work shall, in no way, release the Contractor from responsibility for performance of the work, and Contractor will be held, in all respects, accountable for the same as if no consent had been given. The Contractor shall give personal attention to this work which is sublet. Nothing contained in the contract documents shall create any contractual relation between any subcontractor and the City.

Hold Harmless and Indemnification. Contractor shall indemnify, hold harmless and defend City and its elected officials, agents and employees and the Consultant from and against any and all claims, losses or liability, including attorney’s fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure to act of Contractor, its subcontractors, and any officers, agents and employees in performing the work required by this Agreement. Contractor’s obligations under this provision shall not be limited in any way by any terms of this Agreement, or the insurance limits.

5. LICENSES AND PERMITS:

No bid will be accepted from a Contractor who is not licensed in accordance with the law under the provisions of Division III, Chapter 9 of the Business and Professions Code of the State of California.

The Contractor shall, at the time of bid opening, possess a valid "Class A" or "Class C-34" Contractor's license, and provide its California State Contractor’s License number to the City.

All subcontractors listed at the time of bid opening shall possess a valid Contractor’s license for the work in which they are specified to complete within the Bid Submittal Package.

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The Contractor shall, prior to Notice to Proceed, procure all other permits and licenses as stipulated in the GENERAL CONDITIONS.

In addition, no contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015 or awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

Contractors shall submit proof of registration status with their bid submission to the City of Redlands. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

6. SUBSTITUTION OF SECURITIES:

In accordance with applicable provisions of State law, the Contractor will be permitted to substitute qualified securities in lieu of retention of withheld progress payments by the Owner.

7. SUBCONTRACTORS:

Pursuant to Section 4105 of the California Public Contract Code, the bidder may not circumvent the requirement to list subcontractors by the device of listing one subcontractor, who in turn sublets portions constituting a majority of the work covered by the contract.

A. Pursuant to California Government Code section 4106, subcontractors who will perform work or labor or render services in an amount in excess of one-half of one percent of the Contractor’s total bid shall be set forth in a list of subcontractors within the bid documents. Such list shall be accompanied by an experienced statement with pertinent information regarding similar projects and other evidence of qualifications for each such subcontractor, supplier, individual, or entity if requested by City. If City or engineer, after doing an investigation, has reasonable objection to any proposed subcontractor, supplier, individual, or entity, City may, before the notice of award is given, request the apparent successful bidder to submit a substitute, without an increase in the bid.

B. If the apparent successful bidder declines to make any such substitution, City may award the contract to the next lowest bidder that proposes to use acceptable subcontractors, suppliers, individuals, or entities declining to make the request and substitutions will not constitute grounds for forfeiture of the bid security of any bidder. Any subcontractor, supplier, individual or entity so listed and against which City makes no written objection prior to the giving of the notice of award will be deemed acceptable by City subject to verification of such assessments after the effective date of the agreement as provided herein.

8. NON-DEBARRED CONTRACTORS AND SUBCONTRACTORS
The Contractor and all of its subcontractors shall, at the time of bid opening and for performance of this public works contract, be non-debarred contractors and not be ineligible Contractors pursuant to Public Contract Code section 6109 and Labor Code sections 1777.1 and 1777.7.

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BD 8

9. LABOR LAW REQUIREMENTS
Prior to the start of construction, the Contractor and each subcontractor shall submit to the City an executed Checklist of Labor Law Requirements, included within Appendix A, certifying that each Contractor and Subcontractor will comply with the foregoing Labor Law requirements; and fully understands that failure to comply with these requirements will subject it to the penalties cited herein.

By submitting a bid, the prime contractor and subcontractors involved in this project assure that they intend to comply with the labor law requirements noted within Appendix A, fully understanding that failure to comply may subject them to penalties as noted.

10. BID PROTEST PROCEDURES
Any bid protest must be in writing and received by the City Clerk’s Office at 35 Cajon Street, Suite 4, Redlands, CA 92373, before 5:00 p.m. no later than two working days following the bid opening (the “Bid Protest Deadline”) and must comply with the following requirements:

10.1 General. Only a bidder who has actually submitted a Bid Proposal is eligible to submit a bid protest against another bidder. Subcontractors are not eligible to submit bid protests. A bidder may not rely on the bid protest submitted by another bidder, but must timely pursue its own protest. If required by City, the protesting bidder must submit a nonrefundable fee in the amount specified by City, based upon City’s reasonable costs to administer the bid protest. Any such fee must be submitted to City no later than the Bid Protest Deadline, unless otherwise specified. For purposes of this Section, a “working day” means a day that City is open for normal business, and excludes weekends and holidays as observed by the City.

10.2 Protest Contents. The bid protest must contain a complete statement of the basis for the protest and all supporting documentation. Material submitted after the Bid Protest Deadline will not be considered. The protest must refer to the specific portion or portions of the Contract Documents upon which the protest is based. The protest must include the name, address, email address, and telephone number of the person representing the protesting bidder if different from the protesting bidder.

10.3 Copy to Protested Bidder. A copy of the protest and all supporting documents must be concurrently transmitted by fax or by email, by or before the Bid Protest Deadline, to the protested bidder and any other bidder who has a reasonable prospect of receiving an award depending on the outcome of the protest.

10.4 Response to Protest. The protested bidder may submit a written response to the protest, provided the response is received by the City Clerk’s Office before 5:00 p.m., within two working days after the Bid Protest Deadline or after actual receipt of the bid protest, whichever is sooner (the “Response Deadline”). The response must include all supporting documentation. Material submitted after the Response Deadline will not be considered. The response must include the name, address, email address, and telephone number of the person representing the protested bidder if different from the protested bidder.

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BD 9

10.5 Copy of Protesting Bidder. A copy of the response and all supporting documents must be concurrently transmitted by fax or by email, by or before the Bid Protest Deadline, to the protesting bidder and any other bidder who has a reasonable prospect of receiving an award depending upon the outcome of the protest.

10.6 Exclusive Remedy. The procedure and time limits set forth in this section are mandatory and are the bidder’s sole and exclusive remedy in the event of a bid protest. A bidder’s failure to comply with these procedures will constitute a waiver of any right to further pursue a bid protest, including filing a Government Code Claim or initiation of legal proceedings.

10.7 Right to Award. The City Council reserves the right to award the Contract to the bidder it has determined to be the responsible bidder submitting the lowest responsive bid, and to issue a notice to proceed with the Contract notwithstanding any pending or continuing challenge to its determination.

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BD 10

PROPOSAL
TO: THE CITY OF REDLANDS, SAN BERNARDINO COUNTY, CALIFORNIA herein called the “City”.

Pursuant to and in compliance with your Notice Inviting Bids, and the other documents relating thereto, the undersigned Bidder, having familiarized themselves with the terms of the Contract, the local conditions affecting the performance of the Contract and the cost of the work at the place where the work is to be done, and with the plans thereto, hereby proposes and agrees to perform within the time stipulated, the Contract, including all of its component parts and everything required to be performed, and to provide and furnish any and all of the labor, materials, tools, equipment and all utility and transportation services necessary to perform the contract, and complete in a workmanlike manner, all of the work covered by the contract in connection with the City’s Project identified as 2023 CIP Water Pipeline and Highline Replacement Project Project No. 501063
NOTE: Bidders must bid each item in this schedule. All entries in the entire PROPOSAL must be made clearly and in ink. Mistakes shall be lined through and the correct amount written above and initialed by the authorized agent of the Bidder.

BID SCHEDULE
(See “Section 01200 – Measurement and Payment” for Bid Item description) Item
No. Brief Description Estimated Quantity
Unit Price
(If Applicable) Total Price in Figures
1 Mobilization (Maximum 5%
of Total Bid Price)
LUMP
SUM N/A $______________________
2 SWPPP LUMP
SUM N/A $______________________
3 Traffic Control Plan LUMP
SUM N/A $______________________
4 Construction Survey LUMP
SUM N/A $______________________
5 Install 8” Ductile Iron Pipe
(D.I.P) CML, Pressure Class 350
20,974
LF $_________/LF $______________________
6 Install 12” Ductile Iron Pipe
(D.I.P) CML, Pressure Class 350 2,198 LF $_________/LF $______________________ 7 Install 16” Ductile Iron Pipe
(D.I.P) CML, Pressure Class 350 1,205 LF $_________/LF $______________________ 8 Install 24” Ductile Iron Pipe
(D.I.P) CML, Pressure Class 350
10,427
LF $_________/LF $______________________
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BD 11

BID SCHEDULE (CONTINUED)
(See “Section 01200 – Measurement and Payment” for Bid Item description) Item
No. Brief Description Estimated Quantity
Unit Price
(If Applicable) Total Price in Figures
9 8” Gate Valve 47 EA $_________/EA $______________________ 10 12” Butterfly Valve 24 EA $_________/EA $______________________ 11 16” Butterfly Valve 6 EA $_________/EA $______________________ 12 24” Butterfly Valve 9 EA $_________/EA $______________________ 13 8” 11.25° Elbow 13 EA $_________/EA $______________________ 14 8” 22.5° Elbow 21 EA $_________/EA $______________________ 15 8” 45° Elbow 12 EA $_________/EA $______________________ 16 12” 11.25° Elbow 2 EA $_________/EA $______________________ 17 24” 45° Elbow 13 EA $_________/EA $______________________ 18 24” 22.5° Elbow 6 EA $_________/EA $______________________ 19 24” 11.25° Elbow 20 EA $_________/EA $______________________ 20 8” Blind Flange 7 EA $_________/EA $______________________ 21 8” End Cap 2 EA $_________/EA $______________________ 22 Fire Hydrant w/ Check Valve 51 EA $_________/EA $______________________ 23 Blow-Off Fire Hydrant w/ Check
Valve 9 EA $_________/EA $______________________
24 1" Service 143 EA $_________/EA $______________________ 25 2" Service 26 EA $_________/EA $______________________ 26 Drop Section 35 EA $_________/EA $______________________ 27 6” Air and Vacuum Release
Valve 6 EA $_________/EA $______________________
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BD 12

BID SCHEDULE (CONTINUED)
(See “Section 01200 – Measurement and Payment” for Bid Item description) Item
No. Brief Description Estimated Quantity
Unit Price
(If Applicable) Total Price in Figures
28 Connection per Detail 1, Sheet 34 1 EA $________/EA $______________________ 29 Connection per Detail 2, Sheet 34 4 EA $________/EA $______________________ 30 Connection per Detail 3, Sheet 34 1 EA $________/EA $______________________ 31 Connection per Detail 4, Sheet 34 1 EA $________/EA $______________________ 32 Connection per Detail 5, Sheet 34 1 EA $________/EA $______________________ 33 Connection per Detail 6, Sheet 34 1 EA $________/EA $______________________ 34 Connection per Detail 7, Sheet 34 1 EA $________/EA $______________________ 35 Connection per Detail 8, Sheet 34 1 EA $________/EA $______________________ 36 Connection per Detail 9, Sheet 34 1 EA $________/EA $______________________ 37 Connection per Detail 10, Sheet
34 1 EA $________/EA $_____________________
38 Connection per Detail 11, Sheet
35 1 EA $________/EA $_____________________
39 Connection per Detail 12, Sheet
35 1 EA $________/EA $_____________________
40 Connection per Detail 13, Sheet
35 1 EA $________/EA $_____________________
41 Connection per Detail 14, Sheet
35 1 EA $________/EA $_____________________
42 Connection per Detail 15, Sheet
35 1 EA $________/EA $_____________________
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BD 13

BID SCHEDULE (CONTINUED)
(See “Section 01200 – Measurement and Payment” for Bid Item description) Item
No. Brief Description Estimated Quantity
Unit Price
(If Applicable) Total Price in Figures
43 Connection per Detail 16, Sheet 35 1 EA $________/EA $_____________________ 44 Connection per Detail 17, Sheet 35 1 EA $________/EA $_____________________ 45 Connection per Detail 18, Sheet 35 1 EA $________/EA $_____________________ 46 Connection per Detail 19, Sheet 35 1 EA $________/EA $_____________________ 47 Connection per Detail 20, Sheet 35 1 EA $________/EA $_____________________ 48 Connection per Detail 21, Sheet 36 4 EA $________/EA $_____________________ 49 Connection per Detail 22, Sheet 36 1 EA $________/EA $_____________________ 50 Connection per Detail 23, Sheet 36 1 EA $________/EA $_____________________ 51 Connection per Detail 24, Sheet 36
1 EA $________/EA $_____________________
52 Connection per Detail 25, Sheet 36
1 EA $________/EA $_____________________
53 Connection per Detail 26, Sheet 36
1 EA $________/EA $_____________________
54 Connection per Detail 27, Sheet 36
1 EA $________/EA $_____________________
55 Connection per Detail 28, Sheet 36
1 EA $________/EA $_____________________
56 Connection per Detail 29, Sheet 36
1 EA $________/EA $_____________________
57 Connection per Detail 30, Sheet 36
1 EA $________/EA $_____________________
Redlands Regular Meeting of 12-17-2024 784 of 1598
BD 14

BID SCHEDULE (CONTINUED)
(See “Section 01200 – Measurement and Payment” for Bid Item description) Item
No. Brief Description Estimated Quantity
Unit Price
(If Applicable) Total Price in Figures
58 Connection per Detail 31, Sheet
37 1 EA $________/EA $_____________________
59 Connection per Detail 32, Sheet
37 1 EA $________/EA $_____________________
60 Connection per Detail 33, Sheet
37 1 EA $________/EA $_____________________
61 Connection per Detail 34, Sheet
37 1 EA $________/EA $_____________________
62 Connection per Detail 35, Sheet
37 1 EA $________/EA $_____________________
63 Connection per Detail 36, Sheet
37 1 EA $________/EA $_____________________
64 Connection per Detail 37, Sheet
37 1 EA $________/EA $_____________________
65 Connection per Detail 38, Sheet
37 1 EA $________/EA $_____________________
66 Connection per Detail 39, Sheet
37 1 EA $________/EA $_____________________
67 Connection per Detail 40, Sheet
37 1 EA $________/EA $_____________________
68 Connection to Existing 4” Fire
Service lateral 6 EA $_________/EA $______________________ 69 Connection to Existing 6” Fire
Service 3 EA $________/EA $_____________________
70 Connection to Existing 8” Fire
Service 5 EA $________/EA $_____________________
71 Replace In-Kind Decorative
Concrete and Concrete Pavers
Over 8” Class II AB and 1” SE 30
Sand for Leveling Purposes
750 SF $________/SF $_____________________
Redlands Regular Meeting of 12-17-2024 785 of 1598
BD 15

BID SCHEDULE (CONTINUED)
(See “Section 01200 – Measurement and Payment” for Bid Item description) Item
No. Brief Description Estimated Quantity
Unit Price
(If Applicable) Total Price in Figures
72 Unforeseen work not covered
within all other bid items
LUMP
SUM N/A $400,000.00
73 Demobilization LUMP
SUM N/A $_____________________
BID SCHEDULE TOTAL PRICE $_____________________
Last Minute Additions/Deductions*__________________________________________ Bid Item No.________ Last Minute Additions/Deductions*__________________________________________ Bid Item No.________ Last Minute Additions/Deductions*__________________________________________ Bid Item No.________ BID SCHEDULE TOTAL PRICE: $_______________________________________________________ BID SCHEDULE TOTAL PRICE WRITTEN IN WORDS: ________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ * Provision is made here for the Bidder to include an addition or deduction in its bid, if it wishes, to reflect any last-minute adjustments in prices. The addition or deduction, if made, will be proportionately applied to the Progress Payments total for the respective item in the Schedule of Prices, the amount being added or deducted for each monthly payment. The unit prices entered in the Schedule of Prices will not be affected.

LOW BID DETERMINATION:

The low bid will be determined pursuant to Public Contract Code Section 20103.8 as the lowest bid price on the Bid Schedule Total Price on page BD 15. A responsible bidder who submits the lowest bid as determined by the above method shall be awarded the contract, if it is awarded, by the City Council of the City of Redlands.

Redlands Regular Meeting of 12-17-2024 786 of 1598
BD 16

ADDENDA
Receipt of the following addenda is hereby acknowledged and the same is included in the Bid Price:

Addendum #1___________ Addendum #2___________ Addendum #3____________ (initials) (initials) (initials)
Addendum #4___________ Addendum #5___________ Addendum #6____________ (initials) (initials) (initials)
ATTEST: (if Corporation)
(Corporation Seal)
___________________________________ _____________________________________ Company Name Signature
____________________________________ _____________________________________ Address Name
____________________________________ _____________________________________ City, State, Zip Title
Redlands Regular Meeting of 12-17-2024 787 of 1598
BD 17

BID CERTIFICATION
The undersigned certifies that they are familiar with the various State and local laws affecting labor, length of working days, employer's liabilities, Sunday work, alien labor, domestic materials, Subcontractors, etc.

It is understood and agreed that the work under the contract will be commenced by the undersigned Bidder, if awarded the contract, within ten (10) calendar days from the date in the Notice to Proceed and will be completed by the Contractor in the time set forth in the CONTRACT.

Enclosed find Bidders bond or certified or cashier's check No. _________________ on the __________________________________ Bank, in the amount of ______________________ _______________________ which is not less than ten percent (10%) of the Bid submitted by the undersigned, made payable to the City of Redlands, California and which is given as a guarantee that the Bidder agrees that in case of their default in executing said contract with necessary bonds, the bond or check accompanying this Bid and the money made payable shall become and remain the property of the City of Redlands.

It is understood and agreed that the City of Redlands has the right to waive defects or irregularities and to accept or reject any or all Bids. No Bidder may withdraw their Bid for a period of sixty (60) days after the time of the Bid Opening except as allowed by the California Public Contract Code.

The following information, required by State law under penalty of perjury, is true and correct. Failure to complete this information renders the bid non-responsive, and the bid must be rejected. ____________________________________ _______________________________________ Company Name Signature
____________________________________ _______________________________________ Address Signatory's Title
____________________________________ _______________________________________ City, State, Zip State License Number and Class
____________________________________ _______________________________________ Telephone Number License Expiration Date
Dated this ________________ day of ___________________, 20___.

Redlands Regular Meeting of 12-17-2024 788 of 1598
BD 18

BID BOND

KNOW ALL PERSONS BY THESE PRESENTS,
That ______________________________________________________________ as Principal, and ______________________________________ as Surety, are held and firmly bound unto the City of Redlands, hereinafter called City, in the sum of ______________________________________ dollars, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

WHEREAS, said Principal has submitted a bid to said City to perform all work required under the Project No. 5010633.

NOW, THEREFORE, if said Principal is awarded a contract by said City and, within the time and in the manner required under the heading "Instructions to Bidders" bound with said Specifications, enters into a written contract on the form of agreement bound with said Specifications and furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials; then this obligations shall be null and void, otherwise it shall remain in full force and effect. In the event suit is brought upon this bond by said City and Judgment is recovered, said Surety shall pay all costs incurred by said City in such suit, including a reasonable attorney's fee to be fixed by the court.

SIGNED AND SEALED, this _________ day of _____________________________, 20____. ______________________________(SEAL) _______________________________(SEAL) (Principal) (Surety)
By:_________________________________ By:__________________________________ (Signature) (Signature)
Address:______________________________
_____________________________________
Telephone (___)________________________
(Seal and Notarial Acknowledgment of Surety)
Redlands Regular Meeting of 12-17-2024 789 of 1598
BD 19

STATEMENT BY BIDDER

NON-COLLUSION AFFIDAVIT

STATE OF )
) ss

COUNTY OF )
, being first duly sworn, deposes and says that

he is
(Sole Owner, a Partner, President, Secretary, etc.)
of
(Contractor)
the party making the foregoing bid on Project No. 5010633 that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or of any other Bidder or to fix any overhead, profit, or cost element of the bid price or of that of another bidder, or to secure any advantage against the public body awarding the Contract of anyone interested in the proposed contract; that all statements contained in such bid are true; and further, that the Bidder has not directly or indirectly, submitted his bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company, association organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

By: ______________________________ Title: ________________________________ Subscribed and sworn to before me this day of __________________________, 20 .

Signature of Officer Administering Oath
(Notary Public)
Redlands Regular Meeting of 12-17-2024 790 of 1598
BD 20

STATEMENT BY BIDDER
OFFICERS OF CORPORATION (Members of Firm)
The names of all persons interested in the foregoing proposals as principals, are as follows:
(IMPORTANT NOTICE - if Bidder or other interested person is a corporation, state legal name of corporation, also names of the president, secretary, treasurer and manager thereof; if a co-partnership, state true name of firm, also names of all individual co-partners composing firm; if Bidder or other interested person is an individual, state first and last names in full). _____________________________________ _____________________________________ _____________________________________ _____________________________________ _____________________________________ _____________________________________ Licensed in accordance with an act providing for the Registration of Contractors, License No. ______________________________________.

Signature of Bidder Dated
NOTE: If Bidder is a corporation, the legal name of the corporation shall be set forth above, together with the signature of the officer(s) authorized to sign contracts on behalf of the corporation; if Bidder is a co-partnership, the true name of the firm shall be set forth above, together with the signature of the partner or partners authorized to sign contracts in behalf of the co-partnership, and if the Bidder is an individual, that signature shall be placed above.

Redlands Regular Meeting of 12-17-2024 791 of 1598
BD 21

STATEMENT BY BIDDER

SUB-CONTRACTORS LIST
Bidder supplies the following information for any Subcontractor who will perform work or labor or render services to the prime contractor, etc. to be used on Project No. 5010633, all in accordance with Section 4104 of the California Public Contract Code.

LICENSED SUBCONTRACTOR’S NAME

AND BUSINESS ADDRESS
LICENSE #

SPECIFIC

DESCRIPTION

OF SUBCONTRACT
& BID ITEM #
% OF BID

ITEM TO BE

PERFORMED
Redlands Regular Meeting of 12-17-2024 792 of 1598
BD 22

STATEMENT BY BIDDER

QUALIFICATION AND EXPERIENCE STATEMENT
The following outline is a record of the undersigned Bidder's experience in construction of three (3) projects of a type similar in magnitude and character to that contemplated under Project No. 5010633 within the past two years. Include the location of each project as well as the name, address, and phone number of the owner, and name of individual to contact.

Subcontractors performing in excess of one half of one percent of the prime Contractor’s total bid, or in the construction of streets or highways, one half of one percent of the prime contractor’s total bid or ten thousand dollars ($10,000), whichever is greater shall provide a similar outline.

Additional pages outlining this portion of the Bid may be attached. Failure to provide this statement may result in rejection of the bid by the City of Redlands.

1. Owner's Name:

Contact Person: Phone: ( )
Address of Owner:

Project Description:

Amount of Contract: Completion Date:

2. Owner's Name:

Contact Person: Phone: ( )
Address of Owner:

Project Description:

Amount of Contract: Completion Date:

3. Owner's Name:

Contact Person: Phone: ( )
Address of Owner:

Project Description:

Amount of Contract: Completion Date:

Redlands Regular Meeting of 12-17-2024 793 of 1598
BD 23

STATEMENT BY BIDDER

GENERAL INFORMATION

1. Bidder's Mailing Address

2. Number of years engaged in the contracting business under your present firm or trade name:

3. Have you ever failed to complete any work awarded to you? (Yes or No) . If yes, provide details in the space provided in Item 10.

4. Have you ever defaulted on a contract? (Yes or No) . If yes, provide details in the space provided in Item 10.

5. Have you ever been a party to a lawsuit or gone to arbitration during the last 5 years? (Yes or No) . If yes, provide details in the space provided in Item 10.

6. Has any Stop Notice been filed against you during the last 5 years? (Yes or No) . If yes, provide details in the space provided in Item 10.

7. Has your contractor's license ever been suspended, revoked, or subject to disciplinary action? (Yes or No) . If yes, provide details in the space provided in Item 10.

8. Contracts currently on hand:

Agency Name Amount of Contract Start Date Completion Date

9. Enter the name of person(s) who inspected the site of the proposed work for your firm and the date of said site inspection.

Name: Date:

Redlands Regular Meeting of 12-17-2024 794 of 1598
BD 24

10. In the space provided, the Bidder shall provide details concerning any "Yes" answers provided in this "General Information" section. Details shall include, but not be limited to, the nature of dispute, name of the agency involved and the final outcome. If requested by the City, the Bidder shall supply additional information, sufficiently detailed, to permit evaluation of the Bidder's ability to perform the work.

Question
Number Details
Redlands Regular Meeting of 12-17-2024 795 of 1598

CONTRACT DOCUMENTS
(CD)
Redlands Regular Meeting of 12-17-2024 796 of 1598

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Redlands Regular Meeting of 12-17-2024 797 of 1598
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PUBLIC WORK CONSTRUCTION CONTRACT
This Public Work Construction contract (“Contract”) is made and entered into this 17th day of December, 2024, by and between the City of Redlands, a municipal corporation, organized and existing under the laws of the State of California (hereinafter “City”), and __________________ (hereinafter "Contractor"). City and Contractor are sometimes individually referred to herein as a “Party” and, together, as the “Parties.”
In consideration of the mutual promises contained herein, City and Contractor agree as follows:

1. SCOPE OF WORK: Contractor shall furnish all materials and will perform all of the work for the following: 2023 CIP Water Pipeline and Highline Replacement Project, complete all items as required by the Contract Documents (as herein defined) and Specifications for City’s 2023 CIP Water Pipeline and Highline Replacement Project, Project No. 501063 (the “Work”).

2. CONTRACT SUM: City shall pay Contractor the sum of ___________________ dollars ($___________) as consideration for its performance of the Work in accordance with the terms and conditions set forth in the Contract Documents. Pursuant to Public Contract Code Section 22300, Contractor has the option to deposit securities with an escrow agent as a substitute for retention of earnings required to be withheld by City pursuant to an escrow agreement as set forth in Public Contract Code section 22300.

3. TIME FOR COMPLETION: The Work shall be completed within one hundred eighty (180) working day(s) as defined in Section 1-2 of the Standard Specifications for Public Works Construction “Greenbook” from and after the date of City’s issuance of a Notice to Proceed to Contractor.

4. LIQUIDATED DAMAGES: Contractor’s failure to complete the Work within the time allowed will result in damages being sustained by City. Such damages are, and will continue to be, impracticable and extremely difficult to determine. Accordingly, Contractor shall pay to City, or have withheld from monies due to Contractor, the sum of five hundred dollars ($500) for each working day as defined in Section 1-2 of the Standard Specifications for Public Works Construction “Greenbook” in excess of the specified time for completion of the Work. Execution of this Contract shall constitute agreement by City and Contractor that five hundred dollars ($500) per day is the estimated damage to City caused by the failure of Contractor to complete the work within the allowed time. Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due Contractor if such delay occurs.

5. CONTRACT DOCUMENTS: This Contract incorporates by reference the following: Notice Inviting Bids, Instructions to Bidders, Contractor’s Proposal, Bid Bond, Agreement, Performance Bond, Labor and Material Bond, Plans, General Conditions, Special Provisions and Specifications, and any addenda thereto (collectively, the “Contract Documents”).

6. ATTORNEYS' FEES: In the event any action is commenced to enforce or interpret the terms or conditions of this Contract, or the Contract Documents, the prevailing Party in such action, in addition to any costs and other relief, shall be entitled to recover its reasonable attorneys’ fees, including fees for use of in-house counsel by a Party.

7. RESOLUTION OF CONSTRUCTION CLAIMS: Claims by Contractor in the amount of three hundred seventy five thousand dollars ($375,000) or less shall be made by Contractor and Redlands Regular Meeting of 12-17-2024 798 of 1598
\\FILES\Engineering\Capital Projects\501900 WATER FUND AND PROJECTS\2023 CIP Water Pipeline & Highline Replacement Project\6 DESIGN\6-10 SPECIFICATIONS\Public Work Contract.PW-3.1(Work Days).doc processed by the City pursuant to the provisions of Part 3, Chapter 1, Article 1.5 of the Public Contract Code (commencing with Section 20104). All claims shall be in writing and include the documents necessary to substantiate the claim. Nothing in subdivision (a) of Public Contract Code Section 20104.2 shall extend the time limit or supersede the notice requirements provided in this case from filing claims by Contractor.

8. ELIGIBILITY OF CONTRACTOR/SUBCONTRACTOR: Contractor and all of its subcontractors shall abide by California Public Contract Code, Section 6109, and California Labor Code Sections 1777.1 and/or 1777.7, and certify that they are not debarred and are eligible to work on this project.

9. ASSIGNMENT OF AGREEMENT: No assignment by a Party of any rights or interests under this Contract shall be binding on another Party without the written consent of the Party sought to be bound.

10. SUCCESSORS AND ASSIGNS: City and Contractor each binds itself and their respective successors and assigns in respect to all covenants, agreements, and obligations contained in the Contract Documents.

11. SEVERABILITY: Any provision or part of the Contract Documents held to be void or unenforceable under any law or regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor.

Redlands Regular Meeting of 12-17-2024 799 of 1598
\\FILES\Engineering\Capital Projects\501900 WATER FUND AND PROJECTS\2023 CIP Water Pipeline & Highline Replacement Project\6 DESIGN\6-10 SPECIFICATIONS\Public Work Contract.PW-3.1(Work Days).doc IN WITNESS WHEREOF, the Parties hereto have executed this Contract the day and year first written above.

CITY OF REDLANDS
(SEAL)
By:____________________________________
ATTEST:
____________________________________
Jeanne Donaldson, City Clerk
(SEAL)
__________________________________________
Name of Contractor
By:_______________________________________
Signature of Authorized Agent
__________________________________________
Title
__________________________________________
Signature of Authorized Agent (if necessary)
__________________________________________
Title
__________________________________________
Contractor's License No.

Redlands Regular Meeting of 12-17-2024 800 of 1598
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WORKER'S COMPENSATION INSURANCE CERTIFICATION
Description of Contract: City of Redlands
Municipal Utilities and Engineering Department
2023 CIP Water Pipeline and Highline Replacement Project Project No. 501063
Every employer, except the State, shall secure the payment of compensation in one or more of the following ways:
a. By being insured against liability to pay compensation by one or more insurers duly authorized to write compensation insurance in this State. b. By securing from the Director of Industrial Relations, a certificate of consent to selfinsure, either as an individual employer, or as one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his or her employees.

CHECK ONE
_____I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work and activities required or permitted under this Agreement. (Labor Code §1861).
_____I affirm that at all times, in performing the work and activities required or permitted under this Agreement, I shall not employ any person in any manner such that I become subject to the workers’ compensation laws of California. However, at any time, if I employ any person such that I become subject to the workers’ compensation laws of California, immediately I shall provide the City with a certificate of consent to self-insure, or a certification of workers’ compensation insurance.

I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct.

Dated this day of , 2024.
_____________________________________
(Contractor)
_____________________________________
(Signature)
_____________________________________
(Official Title)
(SEAL)
(Labor Code Section 1861 provides that the above certificate must be signed and filed by the Contractor with the Owner prior to performing the work of the contract.)
Redlands Regular Meeting of 12-17-2024 801 of 1598
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FAITHFUL PERFORMANCE BOND
Whereas, the City of Redlands (“City”), State of California, and ______________ (hereinafter designated as "Principal") have entered into an agreement dated December 17, 2024 (“Agreement”) whereby Principal agrees to install and complete certain public improvements (the “Work”), which said Agreement is identified as 2023 CIP Water Pipeline and Highline Replacement Project, Project No. 501063 and is hereby referred to and made a part hereof; and Whereas, said Principal is required under the terms of the Agreement to furnish a bond for the faithful performance of the Work, now, therefore, we, the Principal and, _____________________________, as Surety, are held and firmly bound unto the City in the penal sum of ________________________________ dollars ($_______________) lawful money of the United States, for the payment of which sum we bind ourselves, and our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that if the above bounded Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the Agreement and any alteration thereof made as therein provided, on his or its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall faithfully fulfill the one-year guarantee of all materials and workmanship, and shall defend, indemnify and save harmless the City and its elected officials, officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by the City in successfully enforcing such obligations, all to be taxed as costs and included in the judgment rendered.

As a condition precedent to the satisfactory completion of the Work, the above obligation shall hold good for a period of one (1) year or longer if required by the Agreement after the acceptance of the work by the City, during which time if the Principal shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage made evident during this period from the date of completion of the Work, and resulting from or caused by defective materials or faulty workmanship, the above obligation in penal sum thereof shall remain in full force and effect. The obligations of Surety hereunder shall continue so long as any obligation of the Principal remains.

Whenever the Principal shall be, and is declared by the City to be, in default under the Agreement, the City having performed the City obligations thereunder, the Surety shall promptly remedy the default, or shall promptly, at the City’s option:

1. Complete the Work in accordance with its terms and conditions; or

2. Obtain a bid or bids for completing the Work in accordance with its terms and conditions, and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a contract between such bidder and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Work less the balance of the Agreement price, but not exceeding, including other costs and damages for which Surety may be liable hereunder, the Redlands Regular Meeting of 12-17-2024 802 of 1598
\\FILES\Engineering\Capital Projects\501900 WATER FUND AND PROJECTS\2023 CIP Water Pipeline & Highline Replacement Project\6 DESIGN\6-10 SPECIFICATIONS\Public Work Contract.PW-3.1(Work Days).doc amount set forth above. The term “balance of the Agreement price,” as used in this paragraph, shall mean the total amount payable to the Principal by the City under the Agreement and any modifications thereto, less the amount previously properly paid by the City to the Principal.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Principal.

Surety shall not utilize the Principal in completing the Work nor shall Surety accept a bid from the Principal for completion of the Work if the City, when declaring the Principal in default, notifies Surety of the City’s objection to the Principal’s further participation in the completion of the Work.

No right of action shall accrue on the bond to or for the use of any person or corporation other than the City named herein or the successors or assigns of the City. Any suit under this bond must be instituted within the applicable statute of limitations period.

The said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the work or to the specifications.

No final settlement between the City and the Principal shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied.

The Principal and Surety agree that if the City is required to engage the services of any attorney in connection with the enforcement of this bond, each shall pay the City’s reasonable attorneys’ fees incurred, with or without suit, in addition to the above sum.

In witness whereof, this instrument has been duly executed by the Principal and Surety above named, on , 2024.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:___________________________________
__________________________________________
(Seal and Notarial Acknowledgment of
Surety)
Telephone ( )___________________________
Redlands Regular Meeting of 12-17-2024 803 of 1598
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LABOR AND MATERIAL BOND
Whereas, the City Council of the City of Redlands, State of California, and ________________ (hereinafter designated as “Principal”) have entered into an agreement (the “Agreement”) whereby Principal agrees to install and complete certain designated public improvements (the “Work”), which said agreement, dated December 17, 2024, and identified as 2023 CIP Water Pipeline and Highline Replacement Project, Project No. 501063 is hereby referred to and made a part hereof; and
Whereas, under the terms of the Agreement, Principal is required before commencing the performance of the Work, to file a good and sufficient Labor and Material bond with the City of Redlands to secure the claims to which reference is made in Title 3 (commencing with Section 9550) of Part 6 of Division 4 of the Civil Code of the State of California.

Now, therefore, said Principal and the undersigned as corporate surety, are held firmly bound unto the City and all contractors, subcontractors, laborers, material men and other persons employed in the performance of the Agreement and referred to in the aforesaid Code of Civil Procedure in the sum of ______________ dollars ($_____) for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, that said surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by the City in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this bond shall insure to the benefit of any and all persons, companies and corporations entitled to file claims under Title 3 (commencing with Section 9550) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

The surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition.

In witness whereof, this instrument has been duly executed by the Principal and surety above named, on _______________________, 2024.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:_____________________________
(Seal and Notarial Acknowledgement of Surety) ____________________________________ Telephone: ( )___________________
Redlands Regular Meeting of 12-17-2024 804 of 1598

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Redlands Regular Meeting of 12-17-2024 805 of 1598

GENERAL CONDITIONS
(GC)
Redlands Regular Meeting of 12-17-2024 806 of 1598

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GC 1

GENERAL CONDITIONS
The Standard Specifications for Public Works Constructions, 2021 Edition (Greenbook), together with supplements as published by Building News, Inc., are modified herein and comprise the Standard Specifications. For convenience, the section and subsection numbering system used in these modifications correspond to those used in the Greenbook. Unless specifically deleted or modified herein, all requirements of the Greenbook shall prevail.

SECTION 1 – GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS,

UNITS OF MEASURE, AND SYMBOLS
1-2 TERMS AND DEFINITIONS.

Agency - Amend as follows:
“The legal entity (City) for which the Work is being performed.” Bidder - Amend as follows:
“Any individual, firm, partnership, corporation, or combination thereof, licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions Code, submitting a Bid for the Work, acting directly or through a duly authorized representative.” City. The City of Redlands, San Bernardino County, California, being the legal entity for which the Work is being performed. Also referred to as Agency or Owner.

City Council. The City Council of the City of Redlands, San Bernardino County, California, being the body authorizing entrance into legal agreements and allowing work in public right-ofway or on public property controlled by the City of Redlands. Also referred to as Board.

Engineer - Amend as follows:
“The Chief Engineer of the Agency, being the Municipal Utilities and Engineering Director, or other person designated by the Board or Chief Engineer, acting either directly or through authorized agents.”
Fabricated. An item specifically assembled or made out of selected materials to meet individual design requirements.

Guarantee. See Warranty.

Laboratory. The designated laboratory authorized by the City of Redlands to test materials and work involved in the Contract.

Manufactured. A standard mass-produced unit or item meeting design requirements.

Owner. The City of Redlands, San Bernardino County, California.

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Pavement. The uppermost layer of material placed on the traveled way or shoulder. Also referred to as surfacing.

Rain Day. A scheduled working day when you cannot perform work on the controlling activity for at least 50 percent of the day with at least 50 percent of the normal labor and equipment due to adverse weather-related conditions that cause the Contractor to dismiss the crew.

Street - Delete and replace with the following:
“Any road, highway, parkway, freeway, avenue, street, lane, alley, crossing, intersection, court, place, circle, walk, way, or any public right-of-way within the jurisdiction of the Agency.” Surety - Delete and replace with the following:
“An admitted corporate surety as listed by the United States Department of Treasury and duly licensed to conduct business in the State of California and County of San Bernardino and acceptable to the City of Redlands, bound with and for the Contractor for the acceptable performance, execution, and completion of the Work, and for the satisfaction of all obligations incurred.”
Warranty. An extended insurance by the Contractor, of any product or item of work installed as a part of this project for replacement and/or repair for the time period specified, including but not limited to, all parts, labor, materials, tools, equipment costs, etc. necessary for the product or item of work to be in proper and acceptable working condition after completion of the project. For the purposes of this Contract, the period of coverage shall begin on the date of the Notice of Completion filed by the Owner.

Working Hours. Unless specified otherwise, working hours shall be from 7:00 AM to 4:00 PM, Monday through Friday, inclusive. Saturdays, Sundays, and City Holidays, as shown on the current year Construction Schedule, are excluded unless authorized by the City. 1-7.2 CONTRACT BONDS. - Add the following sentence to paragraph 1:

The warranty provisions set forth in Section 7-18 shall be secured by the Contract Performance Bond required under this section and said Bond shall remain in full force and effect for a period of one year from the date of completion as specified in the Notice of Completion.

SECTION 2 - SCOPE OF THE WORK
2-2 PERMITS. - Amend the following:

Amend the first sentence of paragraph 1 as follows:
“The Contractor will obtain all permits necessary to perform the work in streets, highways, railways or other rights-of-way.”
Add the following sentence between the first and second sentences of paragraph 1:

For all work within Caltrans right-of-way, the Contractor shall obtain their own Caltrans Encroachment Permit and pay all necessary permit and inspection fees as required by Caltrans.

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Add the following paragraph:

The Contractor shall, prior to the start of work, procure all permits and licenses, including but not limited to, a City Business License for itself, subcontractors, and all parties performing actions associated with this contract within the City of Redlands, City Truck Route Permit, City Street/Lane Closure Permit, City Encroachment Permit, USA Verification Number, DOSH Excavation Permit, other permits required by agencies and/or utilities having jurisdiction on the work, pay all charges and fees required by the City, other agencies and utilities, and give all notices necessary and incidental to the due and lawful prosecution of the work. All City permits associated with this project are no fee to the Contractor.

SECTION 3 - CONTROL OF THE WORK
3-7 CONTRACT DOCUMENTS.
3-7.1 General. – Add the following paragraphs:

Contractor’s working drawings or plans for any structure not included in the plans shall be approved by the Engineer before any work is performed. It is mutually agreed that approval by the Engineer of the Contractor’s working plans does not relieve the Contractor of any responsibility for accuracy of dimensions and details, and that the Contractor shall be responsible for agreement and conformity of their working plans with the approved plans and specifications.

Finished surfaces in all cases shall conform with the lines, grades, cross sections, and dimensions shown on the approved plans. Deviations from the approved plans will be determined by the Engineer and approved in writing. In the event of a discrepancy between any drawing and the figures written thereon, the figures shall be taken as correct.

Should it appear that the work to be done or any matter thereto is not sufficiently detailed or explained by the plans and specification, the Contractor shall apply to the Engineer for such further explanation as may be necessary and shall conform to such explanation or interpretation as part of the Contract so far as may be consistent with the intent of the original plans and specifications. 3-7.1.1 Preconstruction Meeting. The Contractor to whom the contract is awarded, and all his major subcontractors, shall attend a pre-construction meeting. The time and location of said meeting will be set by the City. Contractor will be given adequate notice of such meeting. It shall be the Contractor's responsibility to notify his subcontractors of the time and location of the meeting. All submittals as required under the General Requirements shall be submitted by the Contractor at the time of the meeting.

The Contractor will be provided with an electronic (.PDF file) of the conformed plans and specifications for their use throughout the project. Contractor is responsible for all costs of reproduction.

Progress meetings will be scheduled by the City. The Contractor will be given at least five working days notice of the time and location of said meetings. The Contractor has the responsibility of notifying his subcontractors, suppliers, and fabricators of the time and location of said meetings.

Meetings will be held either at the job site, at the offices of the City of Redlands, or at any other Redlands Regular Meeting of 12-17-2024 810 of 1598
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location approved by the City. The Contractor may request, in writing, that a meeting be held.

The City will schedule a meeting at the Contractor’s request not more than five working days after receiving said written notice.
3-7.2 Precedence of Contract Documents. – Replace paragraph 2 with the following:

The precedence shall be (A. being highest, O. being lowest):

A. Permits from other Agencies as may be required by law.

B. Change Orders.

C. Contract.

D. Addenda.

E. Bid Schedule/Proposal.

F. General Requirements.

G. Technical Specifications.

H. Plans.

I. MUED General Permit Conditions and Trench Specifications.

J. City of Redlands Water & Sewer Systems Standard Specifications.

K. General Conditions.

L. City of Redlands Standard Specifications and Detail Drawings for Design and Construction of Public Improvements and all Supplements
M. Standard Specifications for Public Works Construction (SSPWC), 2018 Edition N. Standard Plans for Public Works Construction, 2012 Edition O. Reference Specifications.
3-8.7 Record Drawings. The Contractor shall maintain at the job site, a set of record drawings for the work showing: exact location information of all existing underground utilities encountered, final locations determined in the field, any deviations from the plans and specifications and new work performed within the work area; and all differences between the work as drawn and as installed for all concealed work as well as work added which is not shown on the drawings. Concealed work shall mean all work installed underground or in an area which cannot be readily inspected by use of access panels, inspection plates or other removable features.

These record drawings shall be kept current and legible, and shall be available for inspection at all times by the Engineer, Architect and Contractor. All information, changes in the work or work added on these record drawings shall be marked in red. All markings shall use the same legends that are used on the drawings. Indicate locations by exact dimensions and elevations. Give dimensions and elevations from a permanent reference point and prepare all changes to scale.

At the end of construction, the contractor shall prepare one set of marked-up prints of the record drawings indicating any and all revisions and changes to the drawings reflecting As-Built conditions.

The drawings shall also contain a listing of all subcontractors who worked on the construction project.

The As-Built drawings will be submitted to the Municipal Utilities and Engineering Department for review and approval by the City Inspector and Engineer.

The design engineer or City staff shall prepare the final As-Built drawings for record purposes in one of the following two ways: (1) Check out the original drawings from the City and manually revise the Redlands Regular Meeting of 12-17-2024 811 of 1598
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drawings to reflect the As-Built condition; or (2) Re-plot the original drawings electronically on 4 mil mylars and make revisions electronically to reflect the As-Built conditions. The final As-Built drawings will be reviewed and approved by the City Inspector and Engineer The construction related bonds will not be released by the City until the As-Built drawings are accepted by the Engineer and all City stipulated conditions for the release of the bonds have been satisfied.
3-10 SURVEYING.
3-10.3 Line and Grade. - Add the following sentences to paragraph 1:

All distances and measurements shown are and will be made in a horizontal plane. Construction line and grade staking shall be set at maximum intervals of 25 feet when the grade is 0.50 percent or greater. Construction line and grade staking shall be set at maximum intervals of 12 feet when the grade is less than 0.50 percent.
3-10.4 Permanent Survey Markers.

The Registered (licensed) Land Surveyor or Registered Civil Engineer authorized to practice land surveying in accordance with all provisions of Section 8771 of the Business and Profession Code shall be hired as a subcontractor or employed by the Contractor. 3-10.5 Survey Service.

Contractor shall be responsible for: furnishing all surveying and staking, horizontal and vertical, as shown on the plans and in accordance with the specifications; furnishing all staking for sub-grade and base course grades per typical sections; replacing any existing monuments and ties which have been destroyed by construction; identifying, locating and tying out all monuments and ties necessary within the work area; and shall reinstall all disturbed monuments and ties, supplying the Engineer with copies of monument and tie sheets recorded with the County Surveyor in accordance with applicable State law. Monuments shall be approved by the Engineer.

Surveying and staking shall be done by a Registered (licensed) Land Surveyor or Registered Civil Engineer authorized to practice land surveying in accordance with all provisions of Section 8771 of the Business and Professions Code.

Unless otherwise specified, stakes will be set and stationed by the Contractor’s surveyor for curbs, headers, sewers, storm drains, structures, rough grade and all other staking necessary for the construction of the work. A corresponding cut or fill to finished grade (or flowline) will be indicated on a grade sheet to be supplied to the Engineer. The Contractor shall dig all holes necessary for line and grade stakes.
3-13 COMPLETION, ACCEPTANCE, AND WARRANTY.
3-13.2 Acceptance. - Add the following paragraphs:

The Contractor shall submit written assertion that the work has been completed prior to the Engineer making final inspection. The Engineer will have 48 hours to inspect the work. If the Engineer determines that the work is not complete, written notice will be given.

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Until final acceptance of work by the Engineer, the Contractor shall have charge and care thereof from damage caused by the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the work. The Contractor shall rebuild, repair, restore, and make good all injuries or damage to any portion of the work occasioned by any of the above causes before final acceptance and shall bear the expense thereof.

All work which has been rejected shall be remedied or removed and replaced by the Contractor at their expense with work conforming to the plans and specifications. Any defective material or workmanship which may be discovered before final acceptance or within one year from the date of final acceptance shall be immediately corrected by the Contractor at their expense, notwithstanding that it may have been overlooked in previous inspections and estimates. Failure to inspect work at any stage shall not relieve the Contractor from any obligation to perform sound and reliable work as herein described. It is the Contractor’s ultimate responsibility to deliver a complete, operational project that complies in all details with these specifications, at the time of final acceptance.

Any omission or failure on the part of the City to discover or notify the Contractor of or to condemn defective work or material at the time of construction shall not be deemed as acceptance, and the Contractor will be required to correct defective work or material prior to final acceptance.

The City will endeavor to locate any errors or defective materials or workmanship and call them to the attention of the Contractor prior to subsequent work being performed. However, the City is under no obligation to do so and shall not be held liable because errors or defective material or workmanship by the Contractor are not discovered prior to subsequent work.

Nothing in this section shall be construed to limit the rights of the City to immediately correct conditions which are unsafe or which pose a public health nuisance. Should said corrections later be found to be caused by defective material and/or workmanship, the Contractor and their surety shall reimburse the City for costs reasonably incurred while attending the situation.

In the event it is necessary for the City to file suit to enforce any liability of the Contractor pursuant to this Section, the City shall be entitled to recover from the Contractor, in addition to all other amounts found due and owing, costs of suit and reasonable expenses and fees including reasonable attorneys’ fees incurred by the City in successfully enforcing the Contractor’s obligation, all to be taxed as costs and included in any judgment rendered.
3-13.3 Warranty. - Amend the following:

Amend the first sentence of the paragraph 3:
“The warranty period for specific items covered under manufacturers’ or suppliers’ warranties shall commence from the date of the final acceptance, except where longer warranty periods are specified.” Add the following paragraphs:

All start-up and testing shall be complete, approved and accepted before final acceptance, substantial completion, or beneficial occupancy.

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The warranty provided herein shall not be in lieu of, but shall be in addition to any warranties or other obligations otherwise imposed by the specifications or by law. The remedies provided herein shall not be exclusive and the City shall be entitled to any and all remedies provided by law. 3-14 INSPECTION.
“The Contractor shall notify the Engineer at least 24 hours in advance before inspection is required.” Whenever the Contractor varies the period during which work is carried on each day, due notice shall be given to the Engineer so that proper inspection may be provided. Varied working hours may be allowed only upon written authorization from the Engineer.

Work financed in whole or in part with funds from another public entity or performed within the jurisdiction of another public entity shall be subject to inspection at all times by authorized representatives of that entity.

The work shall be ready for inspection, whether by City, other public entities or independent testing laboratories, at the scheduled times arranged by the Contractor. If, in the City’s sole judgment, the work is not ready and the inspection must be rescheduled, the Contractor shall be notified. The Contractor shall reschedule the inspection and provide the proper 24 hour notification for the rescheduled inspection. Any costs incurred by the City for rescheduled inspections shall be reimbursed prior to the release of Bonds.

In order to allow for inspection, the Contractor shall notify the City’s inspector sufficiently in advance of the permanent concealment of any materials or work. The City’s inspector shall make the appropriate notifications to other public entities and independent testing laboratories for inspections.

All inspections required in the specifications for this project shall be coordinated through the City’s inspector.

If any work is concealed or performed without the prior notice specified, the work shall be subject to such tests or exposure as may be necessary to prove to the City, Architect and Engineer, that the materials used and the work performed are in conformity with the drawings and specifications. All labor, tools, materials and equipment necessary for exposing and testing shall be furnished by the Contractor at their expense. The Contractor shall replace at their expense, any materials or work damaged by exposure or testing.

Overtime inspection may be requested by the Contractor. Overtime inspection includes but is not limited to, any hours worked outside of the inspector’s normal working hours including weekends and holidays. Such requests shall be on a case-by-case basis as determined by the Engineer. If the Engineer so determines and approves, overtime inspection shall be paid for by the Contractor at the current City billing rate at the time of request or as billed by other public entities or independent testing laboratories. Any costs incurred by the City for overtime inspection shall be reimbursed prior to the release of Bonds.

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SECTION 4 - CONTROL OF MATERIALS
4-1 GENERAL. - Delete and replace with the following:

Should any work performed or material furnished under the Contract prove defective or not in accordance with the Plans and Specifications and in the opinion of the Engineer such defect is not of sufficient magnitude or importance to make the work dangerous or unusable, or if the removal of such work is impracticable or will create dangerous or undesirable conditions, the Engineer at his discretion shall have the right and authority to retain such work instead of requiring it to be removed and reconstructed, but he shall make such deductions therefore in the payment due the Contractor as may be just and reasonable.
4-1.1 Warranty of Title. No materials, supplies or equipment for the work under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest therein or any part thereof is retained by the seller or supplier. The Contractor warrants clear and good title to all materials supplied and equipment installed and incorporated in the work and agrees, upon completion of all work, to deliver the premises, together with all improvements and appurtenances constructed or placed thereon by him, to the Owner free from any claims, liens, encumbrances or charges, and further agrees that neither he nor any person, firm, or corporation furnishing any material or labor for work covered by the Contract shall have any right to a lien upon the premises or any improvement or appurtenance thereon, provided that this shall not preclude the Contractor from installing metering devices or other equipment of utility companies the title of which is commonly retained by the utility company. Nothing contained in this article, however, shall defeat or impair the right of such persons furnishing materials or labor under any bond given by the Contractor for their protection, or any right under any law permitting such persons to look to funds due the Contractor, which are in the hands of the Owner. 4-1.2 Clayton Act. In submitting a bid to the City, if the bid is accepted the Contractor agrees it will assign to the City all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.

Section 15) or under the Cartwright Act (chapter 2 [commencing with Section 16700] of Part 2 Division 7 of the Business and Professionals Code), arising from purchases of goods, materials, or services by the Bidder for sale to the City pursuant to the bid. Such assignment shall be made and become effective at the time the City tenders final payment to the Bidder.

SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITES
5-1.1 CONTRACTOR’S EQUIPMENT AND FACILITIES.

A noise level limit of 86 dbA at a distance of 15 m (50 feet) shall apply to all construction equipment on or related to the work whether owned by the Contractor or not. The use of excessively loud warning signals shall be avoided, except in those cases required for the protection of personnel. 5-1.2 General.

The enclosed toilets required by this section shall be located within an approved yard, if one is acquired by the Contractor. If a yard is not acquired by the Contractor or the project is not within a Redlands Regular Meeting of 12-17-2024 815 of 1598
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City owned property, the toilets must be installed on a trailer and removed from the jobsite each day.

At no times shall toilets be stored within the public right of way outside of working hours. 5-3 LABOR. - Amend the following:
5-3.1 General. - Add the following paragraphs:

Employment of apprentices are required on projects of $30,000 or more. Provisions in Sections 1777.5 of the California Labor Code fixes responsibility of compliance with that section for all apprenticeable occupations with the Contractor. Section 1777.5 provides that the Contractor and every Subcontractor shall submit contract award information to the applicable joint apprenticeship committee. One apprentice hour for every five journeymen hours worked is the minimum State requirement applicable to each apprenticeable trade. Section 1777.7 of said Labor Code provides that the Contractor shall forfeit as a civil penalty the sum of one hundred dollars ($100.00) for each calendar day of noncompliance with provision of said Section 1777.5.

The Contractor will observe all applicable health and safety requirements, including, but not limited to the California and Federal Occupational Safety and Health Acts. The Contractor shall submit for review by the City a Site Specific Health and Safety Plan prior to the commencement of construction activities. This Plan shall meet or exceed the requirements of 29 CFR 1910.120. 5-3.2 Prevailing Wages. - Add the following paragraphs:

Contractors are hereby notified that pursuant to Section 1770 of the Labor Code of the State of California, the City Council of the City of Redlands, California, by Resolution No. 2326, has ascertained the general prevailing rate of hourly wages and rates for legal holidays and overtime work in the locality where this work is to be performed, for each craft or type of workman or mechanic needed to execute the Contract which will be awarded to the successful Bidder. The Contractor shall comply with Sections 1770 to 1780 inclusive of the Labor Code and Master Labor Agreement of Southern California.

The Contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this Contract in full less legally required deductions and also deductions made pursuant to the regulations prescribed under the so-called “Kick- Back Statute” (48 Sta. 948; U.S.C. 875; 40 U.S.C. 276c).

In accordance with Section 1775 of the California Labor code, Contractor shall forfeit to City, as a penalty, a minimum of $40 for each day, or portion thereof, and a maximum of $200 for each day, or portion thereof, for each worker paid, either by Contractor, or any subcontractor, less than the prevailing rates as determined by the Director of the California Department of Industrial Relations for the work.

Contractor further agrees to fully comply with all applicable provisions of the California Labor Code including but not limited to Sections 1771, 1775, 1776, 1777.5, 1813 and 1815. Failure to abide by prevailing wages and laws by Contractor will be enforced.

The Contractor or subcontractor shall, as a penalty, to the State or political subdivision on whose behalf the contract is made or awarded forfeit twenty-five ($25) dollars for each worker employed in the execution of the contract by the respective contractor or subcontractor for each calendar day during Redlands Regular Meeting of 12-17-2024 816 of 1598
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which the worker is required or permitted to work more than 8 hours in any calendar day and 40 hours in any calendar work in violation of Labor Code section 1813. 5-3.3 Payroll Records. – Delete and replace with the following:

The contractor and subcontractors shall submit electronic certified payroll on a weekly basis to the City of Redlands through LCPtracker. LCPtracker is a web-based labor compliance management system. The Prime Contractor and Subcontractors and lower-tier Subcontractors will receive an email from LCPtracker providing their log-on identification and temporary password. The Contractors will need to follow the instructions in the email to set-up their permanent password and activate their account. Once their account is setup, LCPtracker Inc. provides either computer based or web based training. Training can be accessed via the “Book Now” button located under the “Projects” tab. The prime contractor shall submit their certified payroll, along with any subcontractor who is performing any labor, on a weekly basis. The prime contractor is responsible for all communication with their subcontractors and shall submit their subcontractor’s certified payroll as part of their weekly payroll packet. All labor compliance correspondence and submissions will be made through the LCPtracker software.

All certified payroll shall be submitted no later than 7 days from the close of the pay period. The payroll records shall set out accurately and completely the name, social security number, classification and hourly wage rate of each employee, hours worked by employee during the payroll period and a full weekly wages and the actual weekly wages paid to the employee. Such certified payroll records shall be made available at all time for inspection by the City, the Department of Industrial Relations, the Department of Labor or authorized representatives within ten days of request. The contractor and subcontractor shall preserve weekly payroll records for a period of three (3) years from the date of completion of the Contract. In case on noncompliance with said Section 1776 and after a ten-day period following receipt of written notice, the Contractor shall forfeit to the California Department of Industrial Relations one hundred dollars ($100.00) for each calendar day or portion thereof, for each worker in non-compliance, until compliance is effectuated.

In order to meet labor compliance requirements, all contractors will be required to complete eDocuments which are accessed, submitted and approved through LCPtracker. All eDocuments are required to be signed by an owner/officer or authorized signer. The Prime Contractor and each Subcontractor and every lower-tier Subcontractor and any Vendors subject to this provision shall comply with Title 8, Section 16404 of the California Code of Regulations.

A Fringe Benefit Statement shall be submitted with the first payroll and is required for both the prime contractor and any subcontractors. A new Fringe Benefit Statement will be required when general determinations are issued in February and August. Please refer to the DIR website for additional details. Any weeks where no work was performed must be represented by the submittal of a Statement of Non-Performance covering the 7 day pay period where no hours were worked on the site. Final payroll on the project should state “Final” on the certified payroll, and must be marked as such in the LCPtracker system.

Failure by the Contractor to comply with the aforementioned requirements shall result in withheld progress payments until such time certified payroll documents have been received, reviewed, and accepted by the City. The City reserves the right to seek assistance from the State Department of Redlands Regular Meeting of 12-17-2024 817 of 1598
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Industrial Relations in determining the acceptability of certified payroll submittals before release of withheld progress payments. Prior to the release of retention monies, all certified payroll must be submitted on the project and any outstanding issues that may have occurred throughout the project must be resolved.
5-4 INSURANCE. - Delete Section 5-4.1, Section 5-4.2 and replace with the following:

Before entering into a Contract, the Bidder to whom the Contract has been awarded shall furnish satisfactory evidence that they have secured all required insurance from a responsible insurance company authorized to do business in California and satisfactory to the City, and such insurance shall be maintained in full force and effect at the Contractor's own expense during the life of the Contract.

Contractor shall furnish the City with the customary Certificates of Insurance for all required insurance listed below. General Liability Insurance shall name the City and the Consultant, as an additional insured and shall be primary and non-contributing to any insurance or self-insurance maintained by the City. All liability insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the City shall be notified by registered mail, return receipt requested, giving sufficient time before the date thereof to comply with any applicable law or statute, but in no event less than forty five (45) days before expiration or cancellation is effective.

The coverage shall provide the following minimum limits based on the type of work proposed under this Contract. The Contractor shall determine if the proposed work requires Tier 1 or Tier 2 Designated Insurance Requirements shown below.

TIER 1 DESIGNATED INSURANCE REQUIREMENTS
a. Commercial General Liability
➢ $1 Million Per Occurrence/ $2 Million Aggregate
CONTRACTED OPERATIONS DESIGNATED AS TIER 1
Air Conditioning (HVAC)
Systems (installation)
Electric Light or Power Line
Construction Pipeline Construction
Airport Runways (paving,
repaving, etc.) Elevator Work Roofing
Blasting Operations Excavation Sandblasting
Bridge or Elevated Highway
Construction
Fire Suppression Systems
(installation)
Sewer and Water Main
Construction
Buildings Structural Work
(including elevators)
Gas Mains or Connections
Construction Sign Erection (streets)
Building Structure (raising or
moving) Geophysical Exploration Solar Energy
Cable Installation in Conduits and
Conduit Construction (streets) Grading of Land Street Cleaning Caisson or Cofferdam Work Hazardous Materials Contractors Street or Road Construction Dam or Reservoir Construction Irrigation or Drainage
Construction
Tank Construction, Installation,
Erection or Repair
Demolition (structures) Landscape Construction (street or street medians)
Telephone or Cable Line
Construction
Drilling Painting (exterior greater than
single story)
Tree Pruning, Dusting, Spraying
or Removal
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▪ City listed as an Additional Insured on the coverage
▪ Coverage is primary and non-contributory
▪ If scope of work is within 50 feet of any railroad, endorsement citing inclusion of liability associated with this work is required
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission b. Business Auto Liability
➢ $1 Million Combined Single Limit
▪ City listed as an Additional Insured on the coverage
▪ Must include liability arising from all owned, leased, hired, and non-owned autos ▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission ➢ If Contractor or its subcontractors or suppliers haul hazardous material (including, without limitation, waste), Auto Liability insurance must be applicable to all hazardous waste hauling vehicles, and include MCS 90 and CA9948 Endorsements. c. Commercial Umbrella/ Excess Liability
➢ $5 Million Per Occurrence/ Aggregate
▪ City listed as an Additional Insured on the coverage
▪ Coverage is primary and non-contributory
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission d. Workers Compensation
➢ $1 Million Per Occurrence for Bodily Injury by Accident ➢ $1 Million Each Employee for Bodily Injury by Disease ➢ $1 Million Policy Limit for Bodily Injury by Accident ▪ Waiver of Subrogation in favor of City
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission e. Pollution Policy (Hazardous Materials) [If Applicable] ➢ Required of Projects that involve Demolition and/or Excavation Activities ➢ $1 Million Per Occurrence/ $2 Million Aggregate
➢ City listed as an Additional Insured on the coverage
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TIER 2 DESIGNATED INSURANCE REQUIREMENTS
a. Commercial General Liability
➢ $1 Million Per Occurrence/ $2 Million Aggregate
▪ City listed as an Additional Insured on the coverage
▪ Coverage is primary and non-contributory
▪ If scope of work is within 50 feet of any railroad, endorsement citing inclusion of liability associated with this work is required
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission b. Business Auto Liability
➢ $1 Million Combined Single Limit
▪ City listed as an Additional Insured on the coverage
▪ Must include liability arising from all owned, leased, hired, and non-owned autos ▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission ➢ If Contractor or its subcontractors or suppliers haul hazardous material (including, without limitation, waste), Auto Liability insurance must be applicable to all hazardous waste hauling vehicles, and include MCS 90 and CA9948 Endorsements. c. Workers Compensation
➢ $1 Million Per Occurrence for Bodily Injury by Accident ➢ $1 Million Each Employee for Bodily Injury by Disease ➢ $1 Million Policy Limit for Bodily Injury by Accident ▪ Waiver of Subrogation in favor of City
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission d. Pollution Policy (Hazardous Materials) [If Applicable] ➢ Required of Projects that involve Demolition and/or Excavation Activities ➢ $1 Million Per Occurrence/ $2 Million Aggregate
➢ City listed as an Additional Insured on the coverage
CONTRACTED OPERATIONS DESIGNATED AS TIER 2
Air Conditioning (HVAC) Systems
(service and repair) Carpentry (building interiors) Fire Suppression Systems (service and repair) Alarms and Alarm Systems Communications Equipment
Installation (interior) Landscape Construction
Building Interior Work (service,
repair and non-structural
remodeling)
Driveway, Parking Area or
Sidewalk (paving or repaving) Painting (exterior)
Cable Installation in Conduits
(buildings) Fence Erection All Other Job Types including Vendors Redlands Regular Meeting of 12-17-2024 820 of 1598
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Contractor expressly waives all rights to subrogation against the City, its officers, employees and volunteers for losses arising from work performed by Contractor for City by expressly waiving Contractor’s immunity for injuries to Contractor’s employees and agrees that the obligation to indemnify, defend and hold harmless provided for in this Agreement extend to any claim brought by or on behalf of any employee of Contractor. This waiver is mutually negotiated by the parties. This shall not apply to any damage resulting from the sole negligence of City, its agents and employees.

To the extent any of the damages referenced herein were caused by or resulted from the concurrent negligence of City, its agents or employees, the obligations provided herein to indemnify, defend and hold harmless are valid and enforceable only to the extent of the negligence of contractor, its officers, agents and employees.

Subcontractors. The prime contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements from each subcontractor.

The Contractor shall not assign or sublet the contract, in whole or in part, without the written consent of the City, nor shall the contractor assign any monies due to, or to become due to, Contractor hereunder without prior written consent of the City.

The Contractor shall be fully responsible to the City for the acts and omissions of the subcontractor and persons either directly or indirectly employed by the Contractor. Consent to subcontracting part of the work shall, in no way, release the Contractor from responsibility for performance of the work, and Contractor will be held, in all respects, accountable for the same as if no consent had been given.

The Contractor shall give personal attention to this work which is sublet. Nothing contained in the contract documents shall create any contractual relation between any subcontractor and the City.

Hold Harmless and Indemnification. Contractor shall indemnify, hold harmless and defend City and its elected officials, agents and employees and the Consultant from and against any and all claims, losses or liability, including attorney’s fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure to act of Contractor, its subcontractors, and any officers, agents and employees in performing the work required by this Agreement. Contractor’s obligations under this provision shall not be limited in any way by any terms of this Agreement, or the insurance limits.
5-4.3 Worker’s Compensation Insurance. - Delete and replace with the following:

A. Contractor shall have worker’s compensation and employer’s liability insurance in force throughout the duration of the contract in an amount which meets the statutory requirement with an insurance carrier acceptable to the City. The insurance policy shall include a provision prohibiting cancellation of said policy except upon forty-five (45) days prior written notice to City. Certificates of Insurance shall be delivered to the City at the time of the Contractors’ execution of the agreement.

B. Contractor expressly waives all rights to subrogation against the City, its officers, employees and volunteers for losses arising from work performed by Contractor for City by expressly waiving Contractor’s immunity for injuries to Contractor’s employees and agrees that the obligation to indemnify, defend and hold harmless provided for in this Agreement extend to Redlands Regular Meeting of 12-17-2024 821 of 1598
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any claim brought by or on behalf of any employee of Contractor. This waiver is mutually negotiated by the parties. This shall not apply to any damage resulting from the sole negligence of City, its agents and employees. To the extent any of the damages referenced herein were caused by or resulted from the concurrent negligence of City, its agents or employees, the obligations provided herein to indemnify, defend and hold harmless are valid and enforceable only to the extent of the negligence of contractor, its officers, agents and employees. 5-6 PATENT FEES OR ROYALTIES. Delete and replace with the following:

The Contractor shall include in its Bid the patent fees or royalties on any patented article or process which may be furnished or used in the Work. The Contractor shall indemnify and hold the City harmless from any legal action that may be brought for infringement of patents. The Contractor’s attention is directed to “Notice of Patents, Data, and Copyright Regulations” of the Federal Labor Standards.

The Contractor shall bear all costs arising from the use of patented goods and/or processes used on and/or incorporated into the Work. When use of these goods and/or processes is judged to be an infringement and the use is banned, the Contractor, at its own expense, shall, with concurrence of the Engineer, do one of the following:

A. Secure for the City the right to continue using goods and/or processes by suspension of the injunction or by procuring a license(s);
B. Replace said goods and/or processes with non-infringing goods and/or processes; C. Modify said goods and/or processes so that they become non-infringing; or D. Remove said goods and/or processes and refund the sum paid therefore without prejudice to any other rights of the City.

The preceding shall not apply to any goods manufactured to the detailed design of the City contained in the Contract Documents.
5-7 SAFETY.
5-7.1 Work Site Safety.
5-7.1.1 General. - Amend the following:

Add the following sentences to paragraph 1:

Should watering be the sole method utilized for roadway dust abatement purposes, the maximum time interval that shall elapse between applications thereof shall be no greater than 3 hours during normal working day, supplemented by an additional application thereof immediately prior to the conclusion of the workday and at such other times as may be required, including evenings, weekends and holidays as required by the Engineer. Should the Contractor be unable to furnish dust abatement as specified, the City may perform or cause to be performed the necessary service, the expense of which will be deducted from the payment due the Contractor.

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Add the following paragraphs:

To insure the protection of storm drain inlets, Best Management Practices (BMPs) shall be employed during cleanup and dust control operations. Refer to Section 7-8.6.

Compliance with this section is of extreme importance to the City and its citizens. The City may fine the Contractor $1,000 per incident if there are issues with dust, mud, unused equipment or materials and rubbish within the construction area that result in citizen complaints. A 24 hour notice shall be issued to the Contractor and failure to correct the problems will result in the fine being levied. This fine will be in addition to those fines potentially charged for NPDES violations. 5-8 AIR POLLUTION CONTROL.

Dust control shall be performed in accordance with Subsection 7-8 of the Standard Specifications, South Coast Air Quality Management District (SCAQMD) Rule 403, the general Provisions and the following Provision.

Dust resulting from the Contractor’s performance of the work, either inside or outside, the right-ofway shall be controlled by the Contractor. Dust control includes the action necessary to prevent, reduce or control dust within the work area as required to complete the work. The Contractor shall carry out proper and efficient measures to prevent his operations from producing dust in amounts damaging to property or causing a nuisance, or harm to persons living nearby or occupying buildings in the vicinity of the work. The Contractor shall control dust 24 hours a day, seven days a week. The methods to be used for controlling dust in the construction area and along haul roads shall be approved by the Engineer prior to starting any work. The Rule 403 Implementation Handbook published by the SCAQMD, contains a detailed listing of reasonably available dust control measures.

Dust control ordered by the Engineer to be applied on Saturdays, Sundays or holidays will be included in the Contract price for dust control and no additional compensation will be allowed therefore.

The full compensation for all direct and indirect costs incurred for work performed or materials used to control dust resulting from the Contractor’s performance of the work and caused by public traffic, either inside or outside the right-of-way shall be considered as included in the Contract prices paid for the various items of work involved and no additional compensation will be allowed therefore. 5-9 STORAGE OF EQUIPMENT AND MATERIALS.

The Contractor shall be required to provide and maintain as necessary, any additional property required for storage of equipment, materials, etc., to perform work on this project. Should the additional property be located within the city limits of the City of Redlands, the Contractor shall obtain written approval from the City of Redlands Development Services Department and comply with all conditions set therein prior to use. When private property is used for a yard area, the Contractor shall also secure written authorization from the private property owner and supply a copy of such to the City before any monthly progress payment is submitted.

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The Contractor shall ensure the construction yard adheres to all local, State and Federal regulations, ordinances, codes and maintained in a neat and orderly manner throughout the duration of the project.

The contractor shall include the construction yard in the Erosion Control Plan or SWPPP and shall be inspected and approved prior to use of the yard. If at any time during the project the location of the construction yard changes from the approved site, the City shall be notified prior to relocation for inspection and approval. Should the Contractor fail to comply with these conditions, the Engineer may suspend the work per SSPWC section 6-3 until the condition is corrected.

At the end of the project or as required, the Contractor shall: clean up and remove all trash and debris, including all organic trash and debris; clean up and remove all hazardous and biochemical wastes from the property to the satisfaction of the agency (City, County, State, or Federal) charged with overseeing these items; and provide to the City a written release from the private property owner that they are satisfied with all clean up and removal work.
5-9.1 Storage in Public Streets.

Construction materials and equipment shall not be stored within public streets or right of way without prior approval from the City. In order to seek approval, Contractor shall submit a location map with all equipment or materials identified including size, duration and any BMP’s installed and provide at least 7 days for review by the City.
5-10 WATER POLLUTION CONTROL.

The Contractor shall follow the City's guidelines for Storm Water Pollution Prevention in providing storm water pollution control at the project site, including the implementation of approved Erosion/Sediment Control Plans during construction as well as the implementation of approved Water Quality Management Plans.

Construction activities disturbing 1 acre or more of land shall comply with the State Water Resources Control Board’s NPDES General Construction Storm Water Permit. A copy of the Notice of Intent (NOI) to include the Waste Discharge Identification (WDID) number shall be submitted as part of the Storm Water Pollution Prevention Plan (SWPPP) to the Engineer for review. Call (909) 782- 4130 for NOI/WDID information.

All projects requiring grading shall submit to the City for review and approval an Erosion/Sediment Control Plan and a Grading Plan. Permit(s) will not be issued until plans are approved and may be revoked if work required in these specifications are not complied with.

Construction sites shall be maintained by implementation of BMPs in such manner that pollutants are not discharged from the site to the maximum extent practicable. A few references available to help with selection and implementation of applicable BMPs are:

1. California Storm Water Best Management Practice Handbook, American Public Works Association, March 1993;

2. The Construction Site Best Management Practices Manual, November 2000;

3. Storm Water Pollution Prevention Plan and Water Pollution Control Program Preparation Manual, November 2000;
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4. California Regional Water Quality Control Board’s San Francisco Bay Region, Guidelines for Construction Projects; and

5. California Regional Water Quality Control Board’s San Francisco Bay Region, Erosion and Sediment Control Field Manual, July 1999.

All discharges into the storm drain system are prohibited except for potable water, properly treated discharge, and those discharges specifically approved by the Engineer. The following are some of the prohibited discharges:

1. Discharges that could have an impact on human health or the environment, cause or threaten to cause pollution, contamination, or nuisance;

2. Discharges that exceed any applicable water quality standard contained in a statewide Water Quality Control Plan or local Basin Plan; and

3. Discharges containing hazardous substances equal to or in excess of a reportable quantity listed in Federal regulations 40 CFR, Parts 117 and 302.

Materials that can cause or contribute to pollution or a violation of any applicable water quality standard include, but are not limited to: sediments; solid or liquid chemical spills; wastes from paints, stains, sealants, glues, limes, pesticides or herbicides and wood preservatives or solvents; asbestos fibers, paint flakes or stucco fragments; fuels, oils, lubricants or hydraulic, radiator and battery fluids; fertilizers; vehicle and equipment wash water or concrete wash water; concrete, detergent or floatable wastes; wastes from any engine and equipment steam cleaning or chemical degreasing; and chlorinated potable water line flushings.

Unless exempted or authorized by an NPDES permit, all non-storm water discharges require prior approval by the Engineer or the State Water Resources Control Board with Engineer approval.

During construction, temporary storage of such materials as identified above, must occur in a designated area physically separated from potential storm water runoff, with ultimate disposal in accordance with local, state and federal requirements.

De-watering of contaminated groundwater or discharging contaminated soils via surface erosion is prohibited.

Unless indicated otherwise by the Engineer, all projects, regardless of size, shall submit for review and approval, a Water Quality Management Plan (WQMP). The WQMP shall consist of post construction BMPs which shall remain in effect throughout the life of the facility. Refer to WQMP guidelines.
5-11 TEMPORARY LIGHTS, POWER AND WATER.

Any water drawn from a City fire hydrant shall be via a City owned water meter. Said meter may be obtained from the Municipal Utilities & Engineering Department. Contractor is responsible for payment of a $1200 deposit fee. Said meter shall be returned in a condition like received, less normal wear and tear. All meters are loaned subject to the conditions of the Fire Hydrant Construction Meter Water Service Application. Contractor must provide proposed location of meter and notify Customer Redlands Regular Meeting of 12-17-2024 825 of 1598
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Service at (909) 798-7516 each time the meter is relocated during construction. Water reasonably used in connection with the construction contract will be provided at no cost to the Contractor. Water use determined to be wasteful or unreasonable will be charged for at the prevailing rate. 5-12 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS.

The Contractor shall relocate, re-establish, repair or replace all existing improvements within the work limits or right-of-way which are not designated for removal (e.g., sprinkler systems, curbs, sidewalks, driveways, fences, walls, signs, utility installations, pavement, structures, etc.) which are damaged or removed as a result of its operations.

Relocations, re-establishments, repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension.

All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing or reestablishing existing improvements shall be included in the Bid.

The Contractor shall be responsible for the maintenance of the streets and roadways to be used by public and local traffic through and adjacent to the construction zone, from the date of "Notice to Proceed" until the date of acceptance of the completed construction improvements.

Street maintenance shall include filling of potholes, grading of subgrade and base, replacing signs, installing interim pavement striping and markers on the project streets and other side streets within the construction zone. Street maintenance shall also include sweeping and washing of streets, adjacent and connected to the construction zone on a weekly, or more frequent schedule, to prevent the accumulation of dust, dirt, gravel or other deleterious materials, all as necessary to maintain the construction roadways and adjacent streets in a safe, clean and drivable condition for use by public and local traffic.

Upon request from the City for information pertaining to a claim against the contractor, contractor shall provide a written/email response, including all requested information, within 14 calendar days of City’s request. If a response with all requested information is not provided to the City within 14 calendar days, a penalty of $500 per calendar day will be assessed to the Contractor by the City. 5-13 PUBLIC CONVENIENCE AND SAFETY.
5-13.1 General.

The Contractor may be allowed to close the roadway, or a portion thereof, to traffic during normal work hours upon approval from the Engineer. During any closure, the Contractor shall allow access for residents, schools, trash service trucks, churches and businesses within the affected portion of roadway, except as required for construction for a reasonable period of time. The Contractor shall notify residents as noted within Section 7-19.

The Contractor shall provide and install barricades, delineators, warning devices and construction signs in accordance with the Work Area Traffic Control Handbook (WATCH) prepared by the Southern California Chapter of the American Public Works Association. During adverse weather or unusual traffic or working conditions additional devices shall be placed as directed by the engineer.

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All traffic signs and devices shall conform to the current State of California, Department of Transportation (CALTRANS), "Manual of Warning Signs, Lights, and Devices for Use in Performance of Work upon Highways", unless otherwise approved by the Engineer.

Fences, barriers, lights and signs shall be furnished, erected and maintained as necessary to give an adequate warning to the public at all times that the work is under construction and of dangerous conditions to be encountered as a result thereof, and warning and directional signs shall also be erected and maintained as may be required by the City. Should the Contractor fail to furnish a sufficient number of traffic and/or pedestrian safety devices within three (3) hours after being notified, the Owner will place such necessary items and the Contractor shall be liable to the Owner for providing such devices in accordance with the following provisions:

1. For placing of barricades - $15.00 per barricade for each day or part thereof.

For flashers - $15.00 per flasher for each day or part thereof.

For traffic cones - $7.50 per cone for each day or part thereof.

2. In the event that the services of the Owner are required outside the normal working hours and/or days or items not noted above are furnished by the City, all costs incurred by the City shall be the responsibility of the Contractor.

The Contractor shall relocate, preserve and maintain the visibility of all signs within the project limits which affect the flow of traffic, as directed by the engineer. Any signs that are missing or found damaged shall be replaced immediately by the Contractor at his expense.

The Contractor shall provide and maintain Class II barricades along excavation edges parallel to the flow of traffic at a spacing of twenty-five feet (25'). Class II barricades mounted with flashers shall be installed around work areas in parkways. Class II barricades shall have alternating black and reflectorized white (or yellow) stripes at an angle of 45 degrees. The stripe with shall be four to six inches.

During paving operations barricades may be supplemented with minimum size eighteen-inch (18") high traffic cones and delineators such that spacing between barricades and/or cones or delineators is no greater than twenty-five feet (25"). At all access points such as intersecting streets, alleys and driveways, barricades and/or cones shall be provided at five-foot (5') intervals so as to prevent vehicular access to the paving area. Where access from an intersecting street is prohibited, a "Road Closed" sign shall be provided. "No Left Turn" sign shall be provided wherever required by the Engineer.

Clearances from traffic lanes shall be 5 feet to the edge of any excavation and 2 feet to the face of any curb, pole, barricade, delineator or other vertical obstruction.

A 4 foot wide pedestrian walkway shall be maintained in the parkway area on each side of all streets, unless otherwise authorized by the Engineer. The minimum clearance from: the edge of pedestrian walkways to any traffic lane shall be 5 feet; the edge of pedestrian walkways to any Redlands Regular Meeting of 12-17-2024 827 of 1598
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work zone shall be 3 feet; and the surface of pedestrian walkways to any overhead obstruction shall be 7 feet.

The Contractor shall, at the end of each work day, have backfilled, compacted and placed a temporary drivable roadway surface on all work areas within traveled roadways prior to leaving the job site. Failure to comply to the satisfaction of the Engineer shall result in immediate correction by City forces, and all costs shall be borne by the Contractor.

Traffic control devices shall be marked with the Contractor’s name as appropriate. At no time shall any traffic control devices marked with companies or agencies other than the Contractor or subcontractors, be utilized within the work area.

All said traffic controls and safety devices shall be maintained in clean condition, with any and all graffiti removed by the end of workday on which the graffiti was first reported to the Contractor.

If the traffic control devices are deemed unacceptable by the Engineer due to being damaged, dirty, or marked incorrectly, the Contractor shall replace the traffic control devices immediately. Should the Contractor fail to furnish traffic control devices within three (3) hours after being notified, the Owner will place such necessary items and the Contractor shall be liable to the Owner for providing such devices in accordance with the provisions above.
5-13.1.1 Vehicular Access.

At such times as driveways are inaccessible due to the Contractor's work they shall be blocked by two (2) Class II barricades or one (1) Class II barricades and two (2) delineators. Driveways that are ramped or planked for temporary access shall be provided with a delineator at each side. 5-13.1.2 Signage. The Contractor shall furnish, erect and maintain all construction traffic signage as required and specified.

All construction traffic signage shall be in place prior to commencing any work, placed as needed during construction, moved as necessary and removed only upon completion of all work.

All construction traffic signage and controls shall comply with the State of California Manual of Traffic Controls, Warning Signs, Lights and Devices for use in Performance of Work Upon Highways. All construction traffic signage used in the performance of the work shall be a minimum of the encapsulated lens (high intensity) type. All traffic controls and safety devices, equipment and materials, including but not limited to cones, channelizers, delineators, flashing warning lights, barricades, high level warning devices, telescoping flag trees, flags, signs, markers, portable barriers, flashing arrow signs, changeable message signs, markings and flagging equipment shall be provided and maintained in like new condition.

When a Traffic Signal is constructed as a part of the project, the Contractor shall place and maintain for one calendar month, a message board for each approach leg to a new traffic signal. The message board shall read “CAUTION - NEW TRAFFIC SIGNAL”. The one month period shall begin from the day of activation. This requirement may be lessened or waived, on a case-by-case basis, by the Engineer.

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The Contractor shall furnish and properly install, construct, erect, use and continuously inspect and maintain, twenty-four (24) hours per day, seven (7) days per week, including holidays, all said devices, equipment and materials and all temporary and permanent pedestrian and driving surfaces as necessary to provide for the safety and convenience of, and to properly warn, guide, control, regulate, channelize and protect the vehicular traffic, pedestrian traffic, project workers, and the public throughout the entire limits of the work activity and beyond said limits as necessary to include areas affecting or affected by the work, from the date of notice to proceed to the completion and acceptance of the work. Any corrective work required to be performed by City forces shall be charged to the Contractor and paid in full before release of any bonds on the project.

All traffic cones shall be no less than 28 inches in height, except that shorter cones, 12 inches minimum height, may be permitted during striping maintenance operations where the only function of the cone is to separate traffic from the wet paint. All barricades used to delineate traffic at night or placed in or adjacent to the traveled roadway at night, shall be equipped with flashing warning lights.

Channelizers shall be required when lane restrictions, detours or other work conditions need to be maintained for periods longer than normal work hours. Channelizers shall be surface-mounted type and shall be furnished, placed and maintained at the locations shown on the plans or as approved by the Engineer and shall conform to these specifications. Channelizers shall be, at the Contractor’s option, one of the following types, or approved equal: (1) Safe-Hit SH236SMA; (2) Repo “The Replaceable Post”; or (3) Carsonite, “Super Duck” SDF-436.SDF-436. 5-13.2 Traffic Control Plan
The Contractor shall provide a Traffic Control Plan to the agency for approval prior to the scheduled commencement of work. Comments and corrections shall be returned to the Contractor within five (5) working days.

The Contractor shall be required to maintain one lane in each direction when working on the roadway.

Access to schools, businesses, etc. shall be maintained as necessary for their operations. If closures are authorized by the Engineer, all detour signage shall be installed prior to closure of specified portion of roadway(s), and shall be maintained during closure.

The Contractor shall make provision to allow pedestrians full access across work areas at existing crosswalks, while working within those areas.

Traffic controls, including but not limited to vehicular and pedestrian traffic controls, maintenance of vehicular and pedestrian access, detours, and street closures shall be in accordance with Subsection 7-1, of the current edition of the "Standard Specifications for Public Works Construction," including all its subsequent amendments, and the current edition of the "Work Area Traffic Control Handbook." Traffic control and the Traffic Control Plan shall conform to the following:
a. All major streets shall remain open to through-traffic at all times, residential street will be closed to traffic only as long as it takes for material application and drying time.

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b. The Traffic Control Plan shall indicate the traffic control requirements for the different types of work to be performed. The Contractor shall be responsible for the preparation of Plans as necessary for specific items of work. These Plans shall be approved by the City's Engineer. c. All traffic controls and safety devices, equipment and materials, including but not limited to cones, delineators, flashing warning lights, barricades, high level warning devices (flag trees), flags, signs, markers, portable barriers, flashing arrow signs, markings, and flagging equipment shall be provided and maintained in "like new" condition.
d. The Contractor shall furnish and properly install, construct, erect, use, and continuously inspect and maintain, twenty-four (24) hours per day, seven (7) days per week, all said devices, equipment and materials and all temporary and permanent pedestrian and driving surfaces as necessary to provide for the safety and convenience of, and to properly warn, guide, control, regulate, channelize and protect the vehicular traffic, pedestrian traffic, project workers, and the public throughout the entire limits of the work activity and beyond said limits as necessary to include area affecting or affected by the work, from the start of work to the completion of the work.

In the event the slurry and cape seal ravels, a "loose gravel" (C6) sign shall be placed to adequately warn the public.
e. High-level warning devices (flag trees) are required at all times for any work being performed within the roadway unless otherwise specifically authorized by the City's Engineer.
f. All barricades shall be equipped with flashing warning lights, and all traffic cones shall be no less than twenty-eight inches (28") in height, except that shorter cones, twelve inches (12") high or higher, may be used during striping maintenance operations where the only function of the cones is to protect the wet paint from the traffic.
g. Type III barricades, no less than six feet (6') in length and equipped with two (2) Type "N" markers each and two (2) flashing warning lights each, shall be used to close streets, except as otherwise specifically authorized in advance by the City's Engineer for minor maintenance work of no more than one (1) working days duration on weekdays, or on holidays only, and between 8:00 a.m. and 3:30 p.m. only. Said barricades shall be placed across the full roadway at each point of closure with the distance between barricades or between barricades and curbs, not exceeding three feet (3'), except that one (1) eleven-foot (11')-wide gap between barricades shall be provided at the center of the street. Barricades to the right of the street's center, facing the inbound vehicular traffic, shall also be equipped with one Redlands Regular Meeting of 12-17-2024 830 of 1598
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(1) Type C2 "Road Closed" sign each or one (1) Type C3A "Road Closed to Thru Traffic" sign each.
h. Except for residential streets, as otherwise directed and/or authorized by the City's Engineer, two-way vehicular traffic shall be maintained at all times within two (2) eleven foot (11')-wide lanes on streets, having an effective roadway width of forty-four feet (44') or more with restricted parking, and other streets of lesser widths may be reduced to one (1) twelve-foot (12') wide lane with work activity being limited to one side at a time, and with one-way vehicular traffic being maintained at all times by properly trained and experienced flaggers.

No reduction of the traveled way width shall be permitted on any City street before 8:00 a.m. nor after 3:30 p.m., on weekends or holidays, or when active work is not being done, unless prior authorization to do so is granted by the City's Engineer.

Arrow boards shall be required for all lane closures on major streets. i. Properly trained and experienced flaggers shall be provided to traffic when said traffic is to be interrupted, when two-way traffic is to be reduced to one-way traffic, and at such other times as is necessary to safely pass the traffic through or around the work area, and when so directed by the City's Engineer.
j. Vehicular access to occupied residential property may be restricted on weekdays other than holidays between the hours of 8:00 a.m. to 3:30 p.m. while essential work activity is taking place, with specific prior written approval from the City's Engineer, providing the Contractor gives the owner and/or resident at least forty-eight (48)-hour advance written and oral notice. See Part 2, "Notification of Residents," herein.

Convenient and safe pedestrian access to occupied residential property shall be maintained at all times. Access to mailboxes must be maintained at all time, such that the postal delivery service is not interrupted.

Access to vacant and unused property may be restricted at the Engineer's discretion. Both vehicular and pedestrian access shall be maintained at all times to all other property except as otherwise specifically authorized in writing by the City's Engineer.
k. Any traffic control and safety devices and equipment being used which becomes damaged, destroyed, faded, soiled, misplaced, worn out, inoperative, lost, or stolen shall be promptly repaired refurbished and/or replaced, and any traffic control and safety devices and equipment being Redlands Regular Meeting of 12-17-2024 831 of 1598
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used which are displaced or not in an upright position from any cause, shall be promptly returned or restored to their proper position. l. An unobstructed view of all signs and warning devices including but not limited to stop signs, stop ahead signs, street names signs, and other regulatory, warning and construction signs, markers, and warning devices shall be maintained at all times. No trucks or other equipment or materials shall be stopped, parked, or otherwise placed so as to obscure said signs, markers, and devices from the view of vehicular and/or pedestrian traffic to which it applies.
m. When entering or leaving roadways carrying public traffic, the Contractor's equipment, whether empty or loaded, shall yield to said public traffic at all times, except where the traffic is being controlled by police officers, fire officers, properly trained and experienced flaggers, or at traffic signalized intersections.
n. Stockpiling and/or storage of materials on any public right-of-way or parking areas will not be allowed without specific permission of the Engineer. Materials spilled along or on said right-of-way or parking areas shall be removed completely and promptly. All stockpile and/or storage areas shall be kept in a safe, neat, clean, and orderly fashion, and shall be restored to equal or better than original condition upon completion of the work.
o. Where vehicular access to abutting property must be restricted, the work shall be so selected, arranged, and scheduled that the person(s) requiring access to said abutting property and/or residents along said streets affected will be able to park within a reasonable distance of not more than five hundred feet (500') from their homes and/or destination. Residents must be supplied written notice of such restrictions a minimum of 48 hours in advance.
p. When work has been completed on a particular street or has been suspended or rescheduled, and said street is to be opened to vehicular traffic, all equipment, "NO PARKING" signs, other obstructions, and unnecessary traffic control devices and equipment shall be promptly removed from that street except as otherwise authorized or directed by the City's Engineer. q. Should the Contractor be neglectful, negligent, or refuse, fail, or otherwise be unavailable to promptly, satisfactorily, and fully comply with the provisions specified and referred to hereinabove, the City reserves the right to correct and/or mitigate any situation, which in the sole opinion of the City's Engineer constitutes a serious deficiency and/or serious case of noncompliance, by any means at its disposal at the Contractor's and/or permittee's expense, and will deduct the cost therefore from the Contractor's Redlands Regular Meeting of 12-17-2024 832 of 1598
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progress and/or final payment. Such corrective action taken by the City shall not reduce or abrogate the Contractor's legal obligations and liability for proper traffic control and safety measures, and shall not serve to transfer said obligations and liabilities from the Contractor to the City or the City's agents.
r. Violations of any of the above Provisions and/or Provisions of the referenced publications, unless promptly and completely corrected to the satisfaction of the City's Engineer, shall at the sole discretion of the City, be grounds for termination of the Contract, or shut down or partial shutdown of the work, without compensation to the Contractor and/or permittee, or liability to the City, all as prescribed by Contractual obligation or State law, whichever is applicable.

Full compensation for furnishing all labor, materials, tools, equipment, flaggers, lights, channelizers (surface mounted), temporary striping, barricades, portable flashing lights, flashing arrow signs, traffic control and detour plan, and incidentals required to comply with the provisions specified and referred to herein above, to provide all required traffic and pedestrian control for the duration of this contract, all as shown and as specified, shall be paid as specified in Section 01200 of the General Requirements and no other compensation shall be made therefore.

5-13.3 Edison Energized Conductors. The Contractor hereby promises and agrees that in the performance of the Work, he will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to Edison's secondary, primary and transmission facilities. The term "qualified person" is defined as follows:
"Qualified Person". A person by reason of experience or instruction is familiar with the operation to be performed and hazards involved.

Contractor further promises and agrees that the provisions of this paragraph shall be and are binding upon any Subcontractor or Subcontractors that may be retained by it, and that the Contractor shall take such steps as are necessary to insure compliance by said Subcontractor or Subcontractors with the requirements of this paragraph.
5-14 CONTRACTOR’S RESPONSIBILITY FOR DAMAGE.
5-14.1 Responsibility for Damage. The Contractor agrees to and does hereby indemnify, defend and hold harmless the City, its elected officials and the Consultant and their officers, agents and employees from every claim or demand made, and every liability, loss, damage, or expense of any nature whatsoever, including attorney's fees and costs, which may be incurred by reason of:
(a) Liability for damages for (1) death or bodily injury to persons, (2) injury to loss or theft of property, (3) any other loss, damage or expense arising under either (1) or (2) above, sustained by the Contractor or any person, firm or corporation employed by the contractor upon or in connection with the work called for in this agreement, except for the liability resulting from Redlands Regular Meeting of 12-17-2024 833 of 1598
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the sole negligence or willful misconduct of the City, its elected officials and their officers, employees and agents who are directly employed by the City and the Consultant; and (b) any injury to or death of persons or damage to property caused by any fault, neglect, default or omission of the Contractor, or any person, firm or corporation employed by the Contractor, either directly or by independent contract, including all damages due to loss or theft, sustained by any person, firm or corporation, including the City, arising out of, or in any way connected with the work covered by this agreement, whether said injury or damage occurs either on or off City property, provided that any of the foregoing (1) is attributable to personal injury, bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the work itself), including the loss of use resulting there from, and (2) is caused in whole or in part by any act or omission of the Contractor, any subcontractor, any supplier, anyone directly or indirectly employed by any of them or anyone for whose act or omissions any of them may be liable, regardless of whether or not caused in part by any act or omission (active, passive, or comparative negligence included, excepting the active negligence of the District) of a party indemnified hereunder.
(c) The Contractor, at its own expense, cost, and risk shall defend any and all actions, suits or other proceedings that may be brought or instituted against the City, its elected officials, officers, agents and employees and the Consultant, against any such claim, demand or liability, and shall pay or satisfy any judgment that may be rendered against the City, its elected officials, officers, agents or employees, in any such action, suit or other proceedings as a result thereof.
5-15 NO PERSONAL LIABILITY. Neither the City Council, the Engineer, the Consultant, nor any other officer or authorized assistant or agent shall be personally responsible for any liability arising under the contract.
5-16 CONTRACTOR'S RESPONSIBILITY FOR WORK. Except as provided above, until the formal acceptance of the Work by the City, the Contractor shall have the charge and care thereof and shall bear the risk of injury or damage to any part thereof by the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the Work. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the work occasioned by any of the above causes before final acceptance and shall bear the expense thereof, except such injuries or damages occasioned by act of the federal government or the public enemy.

The City of Redlands shall not be held responsible for the care or protection of any material or parts of the work prior to final acceptance, except as expressly provided in these specifications.

The City shall not be responsible for security of the Contractors equipment or materials at the site.

The City will not be responsible for theft or damage to any property or materials of the Contractor.

Security for Contractor’s property shall be the responsibility of the Contractor. 5-17 WARRANTY OF WORK. The Contractor shall guarantee the Work against defective materials or workmanship for a period of (1) year from the date of completion date specified in the Redlands Regular Meeting of 12-17-2024 834 of 1598
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Notice of Completion, except where longer warranty periods are specifically stated. As specified in Section 2-4 in the GENERAL CONDITIONS, the Performance Bond shall remain in full force and effect during the warranty period.

All work which has been rejected, shall be remedied, or removed and replaced, by the Contractor at his own expense, with work conforming to the Plans and Specifications. Any defective material or workmanship which may be discovered before final acceptance or within (1) one year from the completion date specified in the Notice of Completion shall be corrected immediately by the Contractor at his own expense notwithstanding that it may have been overlooked in previous inspections and estimates. Failure to inspect work at any stage shall not relieve the Contractor from any obligation to perform sound and reliable work as herein described. It is the Contractor's ultimate responsibility to deliver at the time of final acceptance a complete project that complies in all details with these Contract Documents. All items shall be ready to operate.

Any omission or failure on the part of the Owner to discover or notify the Contractor of or to condemn defective work or material at the time of construction shall not be deemed an acceptance, and the Contractor will be required to correct defective work or material prior to final acceptance.

The Owner will endeavor to locate any errors or defective materials or workmanship and call them to the attention of the Contractor prior to subsequent work being performed. However, the Owner is under no obligation to do so and shall not be held liable because errors or defective material or workmanship by the Contractor are not discovered prior to subsequent work.

During the (1) one year warranty period, should the Contractor fail to remedy defective material and/or workmanship, or to make replacements within five (5) days after written notice by the Owner, it is agreed that the Owner may make such repairs and replacement and the actual cost of the required labor and materials shall be chargeable to and payable by the Contractor or his Surety.

Nothing in this section shall be construed to limit the rights of the Owner to immediately correct conditions which may be unsafe or which may pose a public health nuisance. Should said conditions later be found to be caused by defective material and/or workmanship, the Contractor and his Surety shall reimburse the Owner for costs reasonably incurred while attending the situation.

In the event it is necessary for the Owner to file suit to enforce any liability of the Contractor pursuant to this sections WARRANTY OF WORK, the Owner shall be entitled to recover from the Contractor, in addition to all other amounts found due and owing, costs of suit and reasonable expenses and fees, including reasonable attorneys' fees, incurred by the Owner in successfully enforcing the Contractor's obligations, all to be taxed as costs and included in any judgment rendered.

The warranty provided herein shall not be in lieu of, but shall be in addition to any warranties or other obligations otherwise imposed by the Contract Document or by law. The remedies provided herein shall not be exclusive and the Owner shall be entitled to any and all remedies provided by law. 5-18 NOTIFICATION OF RESIDENTS/BUSINESSES. The Contractor shall notify all residents, firms, institutions, agencies, and utility companies which may be affected by the work.

Notification shall be by hand delivery of an approved notice within the project limits approved by the Redlands Regular Meeting of 12-17-2024 835 of 1598
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City. The notification process shall consist of two notifications, one prior to the start of construction for all properties within the project area and a second notification at least seven days in advance of any activity which may impact each specific property. In the event of any work within the downtown area, the distribution of the second notification shall be at least fourteen days in advance of any activity. Activities impacting said properties and, therefore, requiring the above said notices include the following: the work itself; closure or partial closure of the street; and disallowance of street parking and disallowance of vehicular ingress to or egress from the property.

Said firms, institutions, agencies, and utility companies which must be notified of proposed work shall include, but are not limited to the following: public schools, private schools, day care centers, postal service, hospitals, governmental services, police department, fire department, ambulance services, Omnitrans, solid waste collection, and City street sweeping.

The proposed notice shall be submitted to the Engineer at least seven calendar days prior to the date of distribution for review and approval. The submittal shall also include a map identifying the limits of the work and proposed limits of distribution. The printed notices shall contain a general description of the work to be done, the name of the street with limits, the day and date of the work and the name and telephone number of the Contractor. The notice shall also include a statement that there will be no disruption of trash collection schedules and that trash should be set out by 6:00 a.m. on the scheduled day of pickup. If on-street parking will be affected the notice shall include a statement that no on-street parking will be allowed between the hours of 7:00 a.m. and 5:00 p.m. on the day of work, and a statement that it will be necessary to tow away parked vehicles at the owner's expense per California Vehicle Code CVC 22651L and CVC 22654D.

The Contractor will provide City with the dates and addresses of when project notifications are delivered to affected properties. City will verify the notification process is completed in compliance with the requirements of the specifications. Work will commence when City approves Contractor’s compliance with the requirements set forth in the specifications.

If on-street parking is affected, the Contractor shall also post pre-approved "NO PARKING-TOW WAY" signs on 1 x 2 wood stakes or barricades at one hundred foot (100’) maximum spacing along the affected areas of the street, 48 hours prior to the start of the work. The "NO PARKING-TOW AWAY" signs shall contain the day, date, and hours that parking will be prohibited on that particular street and a statement that parked vehicles will be towed away at owner's expense per California Vehicle Code CVC 22651L and CVC 22654D. The Contractor shall maintain said signs throughout the day of work, and shall start the removal of said signs by 4:00 p.m. and complete the removal by 6:00 p.m. on said day of work or as otherwise directed by the Engineer.

The Contractor shall document the day, date, and time the signs are installed because the no parking restriction cannot be enforced until the signs have been in place 24 hours. Posting of signs on trees, utility poles, light standards and other existing parkway improvement is strictly forbidden.

In the event of street resurfacing operations, the notices to residents shall contain a statement that the street to be resurfaced will be closed to vehicular traffic, and the suggestion that if they require the use of their vehicles on the day of the resurfacing work, they should consider parking their vehicle on a nearby street which is not scheduled for a resurfacing application.

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In the event scheduled work is delayed, theContractor shall immediately remove all "NO PARKING" signs. The contractor must notify all previously notified, in person and with printed notices, that the work will be rescheduled and that they will be re-notified 48 hours in advance. The Contractor shall have an adequate supply of approved notifications for distribution to residents.

Full compensation for conforming to these requirementsshall be considered as included in the various Contract items of work involved, and no additional compensation will be allowed therefore.

Failure to comply with this section shall result in a penalty assessment imposed of up to $10,000 per violation at the City’s discretion.

SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. - Add the following paragraph:

Contractor shall notify Underground Service Alert (USA) at 1 (800) 227-2600, two working days prior to starting work, and must submit verification number to the City prior to starting work. 6-1.2 Commencement of the Work. - Amend the second sentence as follows:
“The work shall start within 10 days thereafter, and be diligently prosecuted to completion within the Contract Time.”
6-3 TIME OF COMPLETION.
6-3.1 General. - Add the following sentence:

The time of completion of the Contract shall be expressed in consecutive calendar days. 6-4.1 General. - Add the following paragraphs:

If saturated soil is encountered during construction due to leaks in an existing utility, contractor shall remove saturated material and replace with a suitable backfill material until adequate compaction can be attained by verification from the City's Geotechnical Engineer.

Prior to any removal of saturated material, contractor shall discuss the methods of remediation with the City's representative. Approval from the City, or the City's representative, shall be obtained for any amount of saturated material removal in which the contractor anticipates to be compensated for, if approval is not obtained all costs shall be borne by the contractor.

Up to a 14 day delay in paving operations may be requested after all leaks have been resolved to provide time for excess moisture to dissipate, at no additional cost to the city, in lieu of removing and replacing the saturated soil. A no cost change order will be prepared to provide the contractor with additional contract time if such delay is requested by the City. 6-9 LIQUIDATED DAMAGES. The value of liquidated damages noted in this section is amended to five hundred dollars ($500) per calendar day.

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6-10 NOTICE AND SERVICE THEREOF. Any notice required or given by one party to the other under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by duly authorized representative of such party. Any such notice shall not be effective for any purpose whatever unless served in the following manner:

Notice shall be given to the Contractor by personal delivery thereof to said Contractor or to his authorized representative at the project site, or by deposing the same in the United States Mail enclosed in a sealed envelope addressed to said Contractor at the address established for the conduct of work under this Contract, certified and with postage prepaid.

Notice shall be given to the Surety, or any other person, by personal delivery to said Surety or other person, or by depositing the same in the United States Mail, enclosed in a sealed envelope addressed to such Surety or persons at the address of said Surety or persons last communicated by him to the party giving the notice, certified and with postage prepaid.

Notice shall be given to the Owner by personal delivery thereof or by depositing the same in the United States Mail enclosed in a sealed envelope, certified and with postage prepaid. The address of record for the owner is:

City of Redlands
Municipal Utilities & Engineering Department
P.O. Box 3005
35 Cajon Street, Suite 15A
Redlands, CA 92373
6-11 PUBLIC RECORDS ACT. All documents, Plans, specifications and all other information relating to the conduct of the City’s business, including information submitted by the Contractor, shall become the exclusive property of the City and except as provided by law shall be deemed public records. Said information shall be subject to the provisions of the California Public Records Act (Government Code Sections 6250 et seq.).

Under no circumstances will the City be responsible or liable to the Contractor, submitter or any other party for the disclosure of any records or information submitted to the City, regardless of whether such records or information are labeled “Trade Secret”, “Confidential”, or “Proprietary” (or words to similar effect) and regardless of whether the disclosure is required by law or a court order or occurs through inadvertence, mistake, or negligence on the part of the City or its officers, employees, and/or Contractors.

The City will not advise as to the nature or content of documents entitled to protection from disclosure under the California Public Records Act, including interpretations of the Act or the definition of “Trade Secret”. The submitting party shall be solely responsible for all determinations made under the Act, and where appropriate for clearly and prominently marking each and every page or sheet of information with “Trade Secret”, “Confidential”, or “Proprietary”. Each submitting party is advised to contact its own legal counsel concerning the California Public Records Act and its applicability to the submitting party’s own circumstances.

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In the event of litigation concerning the disclosure of any information submitted by the submitting party, the City’s sole involvement will be as a stakeholder, retaining the information until otherwise ordered by a court. The submitting party, at its sole expense and risk, shall be responsible for any and all fees and costs for prosecuting or defending any action concerning the information, and shall indemnify and hold the City harmless from all costs and expenses including attorneys’ fees, in connection with such action.

SECTION 7 - MEASUREMENT AND PAYMENT
7-3 PAYMENT.
7-3.2 Partial and Final Payment. - Delete and replace with the following:

The closure date for the purpose of making monthly progress payments shall be assigned by the Engineer during the pre-construction meeting. Payment, less deductions, unearned work and retention, will be made within 30 days of the closure date. If a dispute exists between the City and the Contractor regarding an item included in the Contractor's Monthly Progress Payment Request, progress payments will be withheld until said dispute is resolved, in which case longer period of time will be required to make such payment. No such payment shall be required to be made, when in the judgment of the Engineer, the total value of the work since the last estimate amounts to less than $500.

If, in the opinion of the Engineer, work is not progressing according to the approved schedule, payments may be withheld until the Contractor returns to the approved schedule.

Deductions will be made for: (1) amounts due the Owner for equipment or material furnished or services rendered; (2) amounts due the Owner under the terms of the Contract; (3) amounts of any claims of lien filed with the Owner; (4) accrued amounts of liquidated damages; (5) amounts required to be deducted by Federal, State or local governmental authorities. From the balance thus determined will be deducted the amounts of all previous payments, and the remainder shall constitute the monthly payment due the Contractor.

A retention of five percent (5%) will be withheld from each and every progress payment to the Contractor. This percentage will remain constant throughout the duration of the Contract. The City shall make a progress payment within thirty (30) days after receipt of an undisputed and properly submitted payment request from Contractor pursuant to Public Contract Code section 20104.50.

After completion of the work to the satisfaction of the Engineer, the Engineer shall make a final estimate of the amount of work done. The City shall pay the entire sum so found to be due after deducting there from all previous payments and all amounts to be retained under the provisions of the Contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. The final payment shall not be due and payable until the expiration of thirty-five (35) days from and after the recordation of the Notice of Completion filed by the City.

As provided by paragraph 22300 of the California Public Contract Code, the Contractor may substitute securities for any monies withheld by the City to ensure performance under the Contract.

Substitute securities shall be deposited in a financial institution in a form acceptable to the City of Redlands. The financial institution shall be located within the City limits of the City of Redlands.

The Escrow Agreement to be used is set forth in Public Contract Code section 22300.

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7-3.3 Delivered Materials. - Delete and replace with the following:

No payment will be made for materials or equipment delivered but not yet incorporated in the work. 7-4.2.6 Extras. Without invalidating the Contract, the City may order extra work or make changes by altering, adding or deducting from the work, the Contract sum being adjusted accordingly and the consent of the Surety being first obtained where necessary or desirable. All the Work of the kind bid upon shall be paid for at the price stipulated on the proposal, and no claims for any extra work or material shall be allowed unless the work is ordered in writing by the engineer and the price is stated in such order.
7-4.2.7 Claims for Extra Costs. No claim for extra work or cost shall be allowed unless the same was done in pursuance of a written order by the Engineer, as aforesaid, and the claim presented with the first estimate after the changed or extra work is done. When work is performed under the terms of the General Conditions, the Contractor shall furnish satisfactory bills, payrolls, and vouchers covering all items of cost and when requested by the City, give the City access to accounts relating thereto.

After completion of the work to the satisfaction of the Engineer, the Engineer shall make a final estimate of the amount of work done. The City shall pay the entire sum so found to be due after deducting there from all previous payments and all amounts to be retained under the provisions of the Contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. The final payment shall not be due and payable until the expiration of the thirty-five (35) days from and after the recordation of the Notice of Completion filed by the City.

SECTION 8 - FACILITIES FOR AGENCY PERSONNEL
This section is deleted in its entirety.

SECTION 9 - ASSIGNMENT OF UNFAIR BUSINESS PRACTICES
CLAIMS
9-1. In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the Contractor or subcontractor offers and agrees to assign to the City all rights, title and interest and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2, commencing with section 16700 of part 2 of division 7 of the Business and Professions Code), arising from the purchase of goods, services, or materials pursuant to this public works agreement. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgment by the Parties.

SECTION 10 - TRENCHING AND EXCAVATION
10-1. If this contract involves digging trenches or other excavations that extend deeper than (4) feet below the surface, the following shall be done pursuant to California Public Contract Code Section 7104:

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A. That the Contractor shall promptly and before the following conditions are disturbed, notify the City in writing, of any:
(1) Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II or Class III disposal site in accordance with provisions of existing law. (2) Subsurface or latent physical conditions differing from those indicated. (3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract.

B. That the City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor’s cost of, or the time required for, performance of any part of work shall issue a change order under the procedures described in the contract.

C. That, in the event that a dispute arises between the City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor cost of, or time required for, performance of any part of the work, the Contractor shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. The Contractor shall retain any and all rights provided either by contract or by law which pertains to the resolution of disputes and protests between the contracting parties.

SECTION 11 - REMOVAL, RELOCATION OR PROTECTION OF

EXISTING UTILITIES
11-1. Pursuant to Government Code Section 4215 et seq, the City shall assume the responsibility between the parties to this contract, for the timely removal, relocation, or protection of existing main or trunk line utility facilities located on the site of the construction project for this contract, if such utilities are not identified by the public agency in the plans and specifications made a part of the invitation for bids.
11-2. The Contractor shall be compensated for the costs of locating, repairing damage not due to the failure of the Contractor to exercise reasonable care, and removing or relocating such utility facilities not identified in the plans and specifications with reasonable accuracy and for equipment on the project necessarily identified during such work.
11-3. The Contractor shall not be assessed liquidated damages for delay in completion of the project, when such delay was caused by the failure of the City, or the owner of the utility to provide for removal or relocation of such utility facilities.

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11.4. The City shall not be required to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the site of the construction project can be inferred from the presence of other visible facilities, such as buildings, meter and junction boxes, on adjacent to the site of construction, provided, however, nothing herein shall relieve the City from identifying main or trunk lines in the plans and specifications.

11.5. Nothing herein shall preclude the City from pursuing appropriate remedy against the utility for delays which are the responsibility of the utility.

11.6. If the Contractor, while performing the contract, discovers utility facilities not identified by the City in the contract plans or specifications, Contractor shall immediately notify the City and the utility in writing.

11.7. The public utility, when it is the owner, shall have the sole discretion to perform repairs or relocation work or permit the Contractor to do such repairs or relocation work at a reasonable price.

11.8. Contractor shall comply with Government Code Section 4216 through 4216.9.

11.9. Conduits from existing street light and traffic signal systems may be encountered during construction of this project. All removals, relocations, and/or replacements of existing conduit systems shall be performed in accordance with these specifications and City standards, by a qualified electrical contractor. All costs for said work shall be borne by the Contractor and paid as a part of the various items of work requiring such removals, relocations, and/or replacements, and no other compensation shall be made therefore.

SECTION 200 - ROCK MATERIALS
200-2 UNTREATED BASE MATERIALS.
200-2.1 General. - Amend the first paragraph as follows:
“Materials for use as untreated base or subbase shall be classified in the order of preference as follows:

Crushed Aggregate Base
Crushed Miscellaneous Base
Pulverized Miscellaneous Base.”
200-2.4.1 General. - Delete the second sentence and replace with the following:
“The material shall be free of deleterious material as defined in 200-1.1.” 200-2.4.2 Grading. - Amend the first sentence of paragraph 1 as follows:
“The material shall be uniformly graded and shall conform to the ‘fine’ gradations:” 200-2.5.1 General. - Delete the third sentence and replace with the following:
“The material shall be free of deleterious material as defined in 200-1.1.” 200-2.8.1 General. - Amend as follows:

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Delete the second sentence of paragraph 1 and replace with the following:
“Pulverized miscellaneous base may contain underlying base material.” Delete the third sentence of paragraph 1 and replace with the following:
“The material shall be free of deleterious material as defined in 200-1.1.” SECTION 201 - CONCRETE, MORTAR AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE.
201-1.1.1 General - Add the following paragraph:

The Contractor shall furnish the Engineer in the field with a copy of the mix design to be used, and with a legible certified weighmaster's certificate for each load of PCC delivered to the project.

PCC delivered to the project site having a water content and/or slump greater than that specified in the mix design, shall be rejected and removed from the project site. 201-1.1.2 Concrete Specified by Class and Alternate Class - Amend Table 201-1.1.2.(A) as follows:

Street Surface Improvements section -
All concrete in this section shall have a minimum compressive strength at 28 days of 22,410 kPa (3,250 pounds per square inch), and meet the requirements of class 330-C-23 (560-C-3250) concrete.

Sewer & Storm Drain Facilities section, Sidehill Surface Drainage Facilities subsection - All concrete in this subsection shall have a minimum compressive strength at 28 days of 22,410 kPa (3,250 pounds per square inch), and meet the requirements of class 330-C-23 (560-C-3250) concrete.
201-1.4.3 Transit Mixers. - Replace the first sentence in paragraph 6 with the following:

The total elapsed time between addition of water at the batch plant and the completion of the discharge of the PCC from the mixer, shall not exceed ninety (90) minutes. All PCC remaining in the mixer, after said ninety (90) minutes time limit, shall be rejected and removed from the project site.

SECTION 203 - BITUMINOUS MATERIALS
203-3 EMULSIFIED ASPHALT.
203-3.1 General. - Modify the section by adding the following:

Asphalt emulsion shall be a QUICKSET ANIONIC OR CATIONIC EMULSIFIED ASPHALT conforming to the requirements of Subsection 203-1.3, “Test Reports and Certification”, and Subsection 203-1.2, “Testing Requirements” of the Standard Specifications.

The latex additive shall be Ultra Pave 70 (for anionic) or Ultra Pave 65 K (for cationic) or an approved equal. The latex shall be added at the emulsion plant after weighing the asphalt and Redlands Regular Meeting of 12-17-2024 843 of 1598
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before the addition of mixing water. The latex shall be added at a rate of two to two-and-one-half (2 to 225) parts to one-hundred (100) parts of emulsion by volume. 203-5 SLURRY SEAL.
203-5.1 General. - Delete the sentence and replace with the following:

Slurry seal shall be emulsion-aggregate slurry (EAS) conforming to 203-5.4. 203-5.2 Mix Design. - Modify the section by adding the following:
(f) Admixtures, such as Portland Cement or aluminum sulfate may be mixed into the slurry material to adjust curing time such that the applied slurry can support vehicular traffic within 60 minutes.
(g) Use of slag shall not be permitted.
(h) Deliveries of aggregate and emulsion shall not be made without the engineer present.

Emulsion is not to be transferred to an on-site storage tanker without the sieve test performed by the City.
203-5.3.2 Grading. - Delete the sentence and replace with the following:

The combined aggregate gradation shall be determined in accordance with ASTM C136 and conform to Type II requirements shown in Table 203-5.3.2 (A). 203-5.4.1 General. – Modify the paragraph and replace with the following:

EAS shall be a stable mixture of emulsified asphalt, aggregate, water, a set control agent, and latex.

EAS shall be Type II-CQS-1h-EAS.
203-5.4.2.1 Aggregate. – Delete the sentence and replace with the following:

Aggregate shall be Type II conforming to 203-5.3.
203-5.4.2.2 Emulsified Asphalt. – Modify the first paragraph and replace with the following:

Emulsified asphalt shall be quick-set, and contain latex. Quick-set emulsified asphalt shall be CQS-1h conforming to 203-3.
203-6 ASPHALT CONCRETE.
203-6.1 General. - Add the following paragraph:

Unless otherwise approved by the Engineer, asphalt concrete for paving shall be C2-PG 64-10 (1/2”) for finish paving or B-PG 64-10 (3/4”) for base paving. Asphalt concrete for Type D1 or Type D2 curb shall be D2 –PG 70-10.

SECTION 206 - MISCELLANEOUS METAL ITEMS
206-7 TRAFFIC SIGNS.

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206-7.1 General. The Contractor shall furnish or relocate and erect all traffic signage as required and specified.

All new traffic signage shall be a minimum of the encapsulated lens (high intensity) type, have an anti-graffiti protective covering and be installed on new posts. All traffic signage to be relocated shall be installed on new posts.
206-7.2 Protective Covering. Anti-graffiti protective covering shall be Type 1150-POF, manufactured by 3M Company, or approved equal.
206-7.3 Post and Base. New posts and bases shall be Ultimate Sign Support System as manufactured by Western Highway, or approved equal.

SECTION 207 – GRAVITY PIPE
207-2 REINFORCED CONCRETE PIPE (RCP).
207-2.1 General. - Add the following sentences to paragraph 2:

The minimum D-load for any RCP shall be 1,350. The minimum size for RCP shall be 18 inches (457 mm) unless otherwise approved by the Engineer.

SECTION 211 - MATERIAL TESTS
211-1 COMPACTION TESTS.
211-1.4 General. The Contractor shall be responsible for all quality control for all work. The Contractor shall complete all necessary testing to ensure the quality requirements within the specifications are achieved.

The City will complete assurance testing throughout the project by an independent testing firm.

The City will perform the first compaction test required at any location. If such test does not meet the required specifications, the City will make additional tests until the required compaction is obtained and withhold from the final payment due the Contractor, the cost of all such additional tests. To be acceptable, tests must be ordered and witnessed by the City. Tests will be ordered by the City and performed at a location and depth as directed by the City. The Contractor shall assist the City in performing these tests as necessary. The Contractor shall provide to the City the maximum dry density and the optimum moisture content results of backfill and bedding material when requested by the City.

SECTION 214 - TRAFFIC STRIPING, CURB AND PAVEMENT

MARKINGS, AND PAVEMENT MARKERS
214-4 PAINT FOR STRIPING AND MARKINGS.
214-4.1 General. - Amend the first sentence in paragraph 4 as follows:

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“Glass beads conforming to 214-3 shall be mechanically applied at a rate of 0.6 to 0.8 kg of beads per liter (5 to 7 pounds of beads per gallon).”
SECTION 300 - EARTHWORK
300-1 CLEARING AND GRUBBING.
300-1.1 General. - Amend as follows:

Amend paragraph 3 as follows:
“The natural ground surface shall be cleared of all vegetable growth, such as trees, logs, upturned stumps, roots of downed trees, brush, grass, weeds, shrubs, ground cover, tree stumps, decorative landscape rocks, edging, railroad ties, other decorative landscape treatments, boulders, rock, portland cement concrete, and all other objectionable materials, within the limits of construction.” Add the following paragraphs:

Grubbing and removal of organic debris shall include the repair and/or replacement of all parkway irrigation piping and systems necessary to perform work on this Contract and capping pipelines until such time that permanent repairs and/or replacements have been made.

All debris removed from the project site under this item shall be disposed of at an approved dump site. All transportation costs and dump fees shall be borne by the Contractor.

Clearing and Grubbing shall include, but is not limited to, the following:

1. Removal of existing AC berms.

2. Removal of all curb and gutter, cross gutters, and spandrels shall be replaced within three (3) calendar days. The Asphalt Concrete patch for areas with curbs and gutters removed and replaced shall be placed within two (2) working days after the curb and gutter, cross gutters, and spandrels are replaced. Removal of all sidewalks shall be replaced within three (3) calendar days.

3. Saw cut and removal of poles, posts, PCC pavements, curb, gutter, and sidewalk. Holes resulting from removal of existing poles and posts from existing PCC, AC pavements and curbs and gutters, shall be filled or patched with like materials. Self-propelled drop hammers will not be allowed for removals.

4. Removal of all raised pavement markers not conforming to the approved plan or conflicting with the proposed striping as shown on the plans in accordance with Subsection 312-3, Removal, of the Standard Specifications.

5. Removal and disposal of boulders, rock or PCC.

6. All trees and shrubs less than 3m (9 ft) directly above the entire sidewalk surface shall be trimmed and removed by the contractor to allow a clear path of travel for pedestrians.

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7. Irrigation system relocation:

Any irrigation systems in conflict with the proposed improvements that are removed, damaged, disturbed, or broken shall be modified, repaired, and/or replaced to be operable and provide full irrigation coverage to the areas requiring irrigation using new materials, equal or better than the original materials, with 20 mm (3/4 in) Schedule 40 PVC being the minimum acceptable for underground lines and 13 mm (1/2 in) Schedule 80 being minimum acceptable for risers and with the systems not being out of operation for more than two (2) days. No payment for work associated with the irrigation repair will be released, until all irrigation is complete, operable and accepted by the City.

All trees, shrubbery and lawns deprived of normal irrigation watering due to a disruption of service caused by the Contractor’s operations shall be regularly and thoroughly irrigated by the Contractor so that said plantings will not be damaged. If any trees, shrubbery or lawns die or suffer unacceptable damage as a result of or precipitated by the Contractor’s operations the Contractor shall replace same with the same plant species and size. Existing grass lawns within areas that must be excavated and/or re-graded shall be cut into approximate 305 mm (1 ft) squares, removed, protected, cared for and replaced as soon as possible. Dead, dying, and unacceptably damaged grass shall be replaced with new grass sod.

8. Existing inlets, slotted drains, drainage pipes, concrete gutters, drainage pipes, where any portion of such structure is within 1m of the grading plane in the excavation areas, or within 300 mm (1 ft) of original ground in embankment areas, or where shown on the plans to be removed, shall be completely removed and disposed of accordingly.

9. Removal and disposal of existing drainage inlet structure and PCC or AC apron.

10. The Contractor shall dispose all materials not being salvaged outside of the right-of-way and shall pay for all costs for disposal.

11.Removal and disposal of any abandoned utilities that may interfere with the improvements.

12.Self-propelled drop hammers will not be allowed for removals. 300-1.3.1 General. - Add the following paragraphs:

The Contractor shall dispose portland cement concrete, stone rubble, and brick at an approved dump site.

All reprocessed asphaltic cement concrete may be placed as the lower course of crushed aggregate base material. If the Contractor chooses not to reprocess the material, disposal at an approved dump site shall be required. All costs for disposal shall be borne by the Contractor. If the Contractor chooses to reprocess material, it shall be protected and remain contaminate-free, otherwise disposal at an approved dump site will be required with all costs borne by the Contractor.

Redlands Regular Meeting of 12-17-2024 847 of 1598
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All reprocessed asphaltic cement concrete to be used as crushed aggregate base shall be ground to conform to Section 200-2.2.
300-1.3.2 (a) Bituminous Pavement. - Amend the following:

Amend the second sentence as follows:
“Saw cutting of edges to be joined shall be with a power-driven saw. The groove shall be cut to a minimum depth of 4 inches (102 mm).”
Amend the third sentence as follows:
“Where bituminous pavement is to be removed, a cold mill header cut of maximum 6 feet (1.8 m) in width perpendicular to the join line shall be made, and a minimum laying depth of 1 inch (25mm) of new pavement material shall be provided at the join line.” Amend the fourth sentence as follows:
“The edges of existing concrete pavement adjacent to the trench shall be saw cut to neat straight lines for the purpose of removing the damaged pavement areas.” Add the following sentence:

Work under this item shall include asphalt concrete berms. 300-1.3.2 (b) Concrete Pavement. - Amend the following:

Amend the second sentence as follows:
“Saw cuts shall be made to a minimum depth of 4 inches (102 mm).” Amend the third sentence as follows:
“If a saw cut in concrete pavement falls within 5 feet (1.5 m) of a construction joint, cold joint, expansion joint, or edge, the concrete shall be removed to the joint or edge.” 300-1.3.2 (c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveways and Alley Intersections. - Amend the following:

Amend the first sentence as follows:
“Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of 4 inches (102 mm).”
Amend the third sentence as follows:
“No section to be replaced shall be smaller than 36 inches (1 m) in either length or width.” Amend the fourth sentence as follows:
“If the saw cut in sidewalk or driveway would fall within 36 inches (914 mm) of a construction joint, expansion joint, or edge, the concrete shall be removed to the joint or edge, except that where the saw cut would fall within 12 inches (300mm) of a score mark, the saw cut shall be made in and along the score mark.”
Amend the fifth sentence as follows:

Redlands Regular Meeting of 12-17-2024 848 of 1598
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“curb and gutter shall be sawed to a depth of 4 inches (102 mm) on a neat line at right angles to the curb face.”
300-1.3.2 (d) Striping and Markings. All existing striping, markings and raised pavement markers shown to be removed or necessary to be removed from paving areas. This item includes removal in compliance with applicable laws and cleanup of residue from the operation.

All striping, markings and raised pavement markers removed beyond the limits shown on the plans for and/or at the convenience of the Contractor shall be replaced at the Contractor’s expense. 300-1.3.2 (e) Structures. All existing concrete structures (reinforced or non-reinforced) as shown on the plans to be removed or abandoned, including but not limited to, undersidewalk drains, manholes, headwalls, bulkheads, drop inlet structures, energy dissipaters, catch basins, vaults and pipelines. Abandonment shall include all cuts and concrete plugs necessary to seal ends or openings of abandoned pipes or structures.
300-1.3.2 (f) Rock Curbs. All rock from rock curb removals, as shown on the plans or required for construction of the project, shall be transported, delivered and unloaded at a storage site as directed by the Engineer.
300-1.3.2 (g) Miscellaneous Removals. All other removals of facilities, as shown on the plans but not covered under separate bid items, and any underground facilities found during the work and not shown on the plans shall be performed. The City has endeavored to show all known underground facilities but is not responsible for unknown or abandoned facilities. Unknown underground facilities shall be paid as extra work.
300-1.3.2 (h) Miscellaneous Relocations. All relocation work as shown on the plans or required for construction of the project, but not covered under separate bid items, shall be included as a part of Subsection 300-1 Clearing and Grubbing. All relocation work performed as a part of clearing and grubbing work shall conform to the requirements and specifications of the agency or utility having jurisdiction over the item to be relocated.
300-1.4 Payment. - Add the following sentence to paragraph 1:

Payment for work on this item shall be made as a percentage of the work completed at each monthly payment.
300-2 UNCLASSIFIED EXCAVATION.
300-2.2.2 Wet Material. - Amend the second sentence of the paragraph:
“If such high moisture content is not the result of any action on the part of the Contractor, or inaction in protecting the work during the course of the contract, the work involved will be paid for in the following manner: Over-excavation and disposal work shall be considered “extra work,” with backfill and compaction of crushed aggregate base paid under the appropriate bid item in these specifications.”
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300-12 MISCELLAENOUS GRADING. The parkway, whether landscaping exists or not, shall be graded and compacted to achieve drainage towards the street at a slope of 2%. Grading shall be coordinated such that it is the last item of work to be completed, prior to site clean-up. Loose material and dirt shall be raked, compacted and distributed throughout the parkway area. Areas adjacent to installed improvements must be graded to a level within one inch from the finished surface. Extra dirt/fill shall be removed from the project in accordance with Specifications.

The Contractor, at his expense shall photo-document pre-construction conditions prior to starting excavating. After construction is completed, the Contractor shall photo-document the finished grade. The Contractor shall provide the City with said photos with addresses identifying each property location, the direction the photograph was taken (facing North, South etc). The Contractor shall keep a copy of the photos (either electronically or hard copy) and provide the City with electronic copies of the photos.

SECTION 301 - TREATED SOIL, SUBGRADE PREPARATION AND

PLACEMENT OF BASE MATERIALS
301-1 SUBGRADE PREPARATION.
301-1.3 Relative Compaction. - Amend the second sentence of paragraph 1 as follows:
“When base material, curb, gutter, alley pavement, driveways, or sidewalks are to be placed on the subgrade material, the top 6 inches (150mm) of such subgrade material shall be compacted to a relative compaction of 95 percent.”
301-2.1 General. – Add the following paragraphs:

The contractor shall use ‘crushed aggregate base’ or ‘crushed miscellaneous base, fine graded’ as the base material. The use of ‘processed miscellaneous base,’ ‘select subbase,’ or ‘disintegrated granite’ shall not be used as base material.

The contractor may use ‘pulverized miscellaneous base’ (grindings) as part of the crushed base material. Said grindings shall be uncontaminated and placed in an even thickness as the lower course of crushed base material. Spreading and compacting shall comply with Sections 301-2.2 and 301-2.3.
301-2.3 Compacting. – Amend the second sentence of paragraph 3 as follows:
“Compaction in the excepted areas shall be as specified in 211-1 with each layer of compacted base material having a minimum relative compaction of 95 percent.” 301-2.4 Measurement and Payment. – Add the following paragraph:

Payment shall be made for cold-planing, storing, placing, and compacting reprocessed asphalt concrete pavement (grindings) as part of the crushed aggregate base (CAB) material. The volume of grindings placed shall be figured and a tonnage figure computed using 9.35 kg/m^3 (150 pounds per cubic foot). This tonnage figure shall be paid as part of the crushed aggregate base tonnage for this project.

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301-6 FULL DEPTH RECLAMATION WITH MECHANICAL STABILIZATION (FDR25) 301-6.1 Description. This rehabilitation alternative consists of pulverizing the existing asphalt concrete (AC) layer along with the underlying unbound material to a depth of 6, 9 or 12 inches per plan and specifications. The properties of this layer are considered to be similar to an Aggregate Subbase material with a modulus of at least 25 ksi.

The manufacture of the recycled base course shall be done in-place by pulverizing and blending the existing AC layer and base materials, if present. The process shall be accomplished in accordance with these specifications and conform to the lines and grades shown in the plans or as established by the engineer.
301-6.2 Construction. The asphalt concrete surfacing and underlying base materials shall be pulverized such that 100 percent of the material will pass a two-inch sieve and a minimum of 90 percent will pass a one and one-half inch sieve. All materials other than rock and pulverized asphalt concrete shall be broken up such that these materials will pass a one inch sieve. The pulverized materials shall be free of roots, weeds, wood, and construction debris. All grass and other vegetation shall be removed from the edge of the exiting pavement or lip of gutter pan to prevent contamination of the pulverized bituminous material during the milling operation.

Trimming and disposal of excess material, if required, will be performed on the intimate mixture of pulverized asphalt concrete, base materials and subgrade soil. Excess pulverized material is the surplus that results after trimming and grading the pulverized pavement section to the lines and grades matching existing and/or per plans and specifications.

Do not start pulverized roadbed activities if the ambient air temperature is below 40F. If the ambient air temperature falls below 40F, you may only compact and finish pulverized roadbed.

Before starting daily pulverized roadbed activities, sweep the pulverized roadbed area constructed the previous day to remove loose material.
301-6.3 Surface Preparation. Before pulverized roadbed activities start, prepare the existing roadway surface by:

1. Clearing foreign matter including vegetation

2. Removing standing water

3. Referencing the profile and cross slope

4. Marking the proposed longitudinal cut lines on the existing pavement as follows:

4.1. Cut lines must coincide with points where the existing cross slope changes, approximately at the centerline and edge of traveled way

4.2. Cut lines must indicate the sequence of the cuts

5. Referencing existing lane lines and striping layout
Final subgrade surface shall slope away from the street centerline to a maximum of 3% grade.

Pulverized asphalt material must be used as base material to meet new cross slope requirements.

Native sub-grade material may need to be hauled off to allow for the use of all pulverized base Redlands Regular Meeting of 12-17-2024 851 of 1598
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material. No additional compensation will be allowed for any sub-grade removal and haul-off if required. Any contaminated material will be removed and disposed of by the contractor off site at his expense. Any shortage of material, caused by premature disposal of the indicated surplus material by the contractor, shall be replaced by it and no additional compensation will be allowed for such replacement.
301-6.4 Spreading, Mixing, and Compacting. Do not use a heating device to soften the pavement. Remove any visible oversized materials in the pulverized roadbed mixture prior to shaping and compacting. If you encounter unstable subgrade or rocks greater than 4 inches in the roadway section, notify the Engineer. The Engineer determines the extent of the unsuitable material and the corrective measures to be taken.

According to the Section 301-2.3, the compaction shall always be commenced along the edge of the area to be compacted and the roller shall gradually advance toward the center of the area to be compacted. Rollers shall be operated along lines parallel or concentric with the centerline of the road being constructed, and no material variation therefrom will be permitted. All rollers must be maintained in good mechanical and working condition.

The relative compaction of each layer of compacted base material shall not be less than 95 percent.

ASTM D2922, Methods of Density of Soil and Soil Aggregate in Place by Nuclear Methods, (or ASTM D1556). After compaction, the sub-grade shall be firm, and unyielding. 301-6.5 Finishing. The finished pulverized roadbed surface must not vary more than 0.05 foot from the lower edge of a 12-foot straight edge laid in directions parallel and perpendicular to the centerline. Variations within the above specified tolerances shall be compensating so that the average grade and cross section specified are met. The finished surface must be free from segregation, tearing, and scarring, and have a uniform surface texture throughout the work limits. 301-7 FULL DEPTH RECLAMATION WITH CEMENT STABILIZATION (FDR-200) 301-7.1 Description. This rehabilitation alternative consists of pulverizing the existing asphalt concrete (AC) layer along with the underlying unbound material to a depth of 6, 9 or 12 inches per plan and specifications. The properties of this layer are considered to be similar to an Aggregate Subbase material with a modulus of at least 200 ksi.

The manufacture of the recycled base course shall be done in-place by pulverizing and blending the existing AC layer and base materials, if present, and adding cement. Micro-cracking of the completed cement stabilized surface is required before HMA is to be placed directly on top of the cement treated surface, regardless of the AC thickness. The process shall be accomplished in accordance with these specifications and conform to the lines and grades shown in the plans or as established by the engineer.

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The cement content must be 2% by dry weight of FDR with cement with a dry unit weight of 130 lb/cu ft for 6” FDR section. The cement content must be 3% by dry weight of FDR with cement with a dry unit weight of 130 lb/cu ft for 9” FDR section. The cement content must be 4% by dry weight of FDR with cement with a dry unit weight of 130 lb/cu ft for 12” FDR section. Cement must be Type II or Type V Portland cement specified in ASTM C 150/150M. 301-7.2 Construction. The asphalt concrete surfacing and underlying base materials shall be pulverized such that 100 percent of the material will pass a two-inch sieve and a minimum of 90 percent will pass a one and one-half inch sieve. All materials other than rock and pulverized asphalt concrete shall be broken up such that these materials will pass a one inch sieve. The pulverized materials shall be free of grass and vegetation, and construction debris to prevent contamination of the pulverized materials. Mixing shall continue until, and at the speed of the recycling unit adjusted to ensure, a homogenous mixture of the above materials and pulverized materials are achieved.

Trimming and disposal of excess material, if required, will be performed on the intimate mixture of pulverized asphalt concrete, base materials and subgrade soil. Excess pulverized material is the surplus that results after trimming and grading the pulverized pavement section to the lines and grades matching existing and/or per plans and specifications. Excess pulverized material shall consist of non-treated well mixed pulverized AC pavement and subgrade.

Do not start pulverized roadbed activities if the ambient air temperature is below 40F. If the ambient air temperature falls below 40F, you may only compact and finish pulverized roadbed.

Before starting daily pulverized roadbed activities, sweep the pulverized roadbed area constructed the previous day to remove loose material.
301-7.3 Surface Preparation. Before pulverized roadbed activities start, prepare the existing roadway surface by:

1. Clearing foreign matter including vegetation

2. Removing standing water

3. Referencing the profile and cross slope

4. Marking the proposed longitudinal cut lines on the existing pavement as follows:

4.1. Cut lines must coincide with points where the existing cross slope changes, approximately at the centerline and edge of traveled way

4.2. Cut lines must indicate the sequence of the cuts

5. Referencing existing lane lines and striping layout
Final pavement surface shall slope away from the street centerline to a maximum of 3% grade.

Pulverized material must be used as base material to meet new cross slope requirements. Native sub-grade material may need to be hauled off to allow for the use of all the pulverized base material. No additional compensation will be allowed for any sub-grade removal and haul-off if required. Any contaminated material will be removed and disposed of by the contractor off site at his expense. Any shortage of material, caused by premature disposal of the indicated surplus material by the contractor, shall be replaced by it and no additional compensation will be allowed for such replacement.

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301-7.4 Spreading, Mixing, and Compacting. Do not use a heating device to soften the pavement. Remove any visible oversized materials in the pulverized roadbed mixture before shaping and compacting. If you encounter unstable subgrade or rocks greater than 4 inches in the roadway section, notify the Engineer. The Engineer determines the extent of the unsuitable material and the corrective measures to be taken.

Recycling shall be performed to the depth provided in the plans, while incorporating stabilizing agents, mineral filler, additional aggregate and water. Mixing shall continue until, and the speed of the recycling unit adjusted to ensure, a homogenous mixture of the above materials and pulverized materials is achieved. Pre-cutting, grading and light compacting of the recycled material shall be performed prior to incorporation of the stabilizing. Spread cement uniformly over the full roadway surface width. Do not spread cement more than 30 minutes before mixing. Do not apply dry cement in windy conditions that will result in dust outside the FDR with cement area. The application rate must be the mix design rate or the ordered application rate in lb/sq yd ±

0.5 percent. The application rate of all stabilizing agents shall be continuously monitored. If the measured application rate falls outside the above tolerance, then the recycling operations shall be stopped and corrected before proceeding. Do not spread cement and aggregate before pulverizing.

Water must be injected through the pulverizing machine. The injection rate of mixing water must be sufficient to produce the FDR with cement material mixing moisture content. The water content of the stabilized material shall be monitored closely to ensure proper compaction. Mark where the center of the pulverizing drum stops. Start the following cut on this alignment at least 2 feet behind the mark. Before compacting, remove solids larger than 3 inches in any dimension by hand.

Immediately after pulverizing and mixing, compact FDR with cement to the minimum relative compaction. Do not allow more than 2 hours between final mixing of the pulverized material with cement and completion of initial compaction before trimming. During grading and final compaction add water to maintain the mixing moisture content as described in the mix design. Do not allow more than 2 hours to elapse from the time water is added to the aggregate and cement to completion of final compaction after trimming.

Longitudinal joints between adjacent stabilization passes shall be overlapped at least 4 inches.

Transverse joints between the recycling process shall be saw-cut, if necessary, to provide a vertical clean face to ensure proper compaction. Compaction of cementitious stabilizer begins within 20 minutes after mixing and achieving gradation and moisture requirements.

According to the Section 301-2.3, the compaction shall always be commenced along the edge of the area to be compacted and the roller shall gradually advance toward the center of the area to be compacted. Rollers shall be operated along lines parallel or concentric with the centerline of the road being constructed, and no material variation therefrom will be permitted. All rollers must be maintained in good mechanical and working condition.

The relative compaction of each layer of compacted base material shall not be less than 95 percent.

ASTM D2922, Methods of Density of Soil and Soil Aggregate in Place by Nuclear Methods, (or ASTM D1556). After compaction, the sub-grade shall be firm, and unyielding.

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Construction joints shall have vertical faces and shall be made in thoroughly compacted material.

Additional mixture shall not be placed against the construction joint until the joint has been approved by the Engineer. The face of the cut joint shall be lean and free of deleterious material and shall be kept moist until the placing of the adjacent FDR with cement. 301-7.5 Finishing. Once the entire working width (full lane width plus effected shoulder width) has been stabilized, and only after primary compaction has been completed, the entire working width shall be graded to the required profile and cross-slope. Disturbance to the stabilized and primary compacted material shall be kept to a minimum during this grading and shaping operation.

The finished pulverized roadbed surface must not vary more than 0.05 foot from the lower edge of a 12-foot straight edge laid in directions parallel and perpendicular to the centerline. Variations within the above specified tolerances shall be compensating so that the average grade and cross section specified are met. The finished surface must be free from segregation, tearing, and scarring, and have a uniform surface texture throughout the work limits.

Immediately after compaction, apply water and roll with no vibration. The finished surface must be free of ruts, bump, indentations, segregation, raveling, and any loose material.

The completed cement treated subgrade shall be moist cured continuously until it is in a firm and unyielding condition. The cement treated subgrade shall be kept free from heavy traffic during the curing period or until the asphalt concrete surfacing is placed whichever is less, unless otherwise directed by the Engineer. Moisture curing shall be the only method of curing prior to microcracking.

Micro-cracking shall be performed with several vibratory roller passes 48 to 72 hours after finish grading to prevent severe, wide cracks from forming thus reduces the potential for reflective cracking through the HMA layer. Micro-cracking shall be performed before the application of asphaltic emulsion curing seal. After micro-cracking is complete additional moisture curing may be used. Any additional water required to achieve maximum density shall be applied by spraying the surface of the stabilized material with light applications. Care shall be taken so as not to overapply additional water to any areas of the stabilized material.

While open to traffic and before placing HMA, maintain the FDR with cement surface free of ruts, bumps, indentations, raveling, and segregation. If FDR with cement material is damaged, it shall be repaired by removing and replacing the entire depth of affected layers in the damaged area.

Feathering will not be permitted for repair of low areas.

Asphaltic emulsion curing seal must be applied on the completed cement treated base immediately before placing HMA. Asphaltic emulsion curing seal must comply with Caltrans Standard Section 94, Grade SS1 or CSS1. Dilute and thoroughly mix asphaltic emulsion for curing seal at a ratio of 1 part water to 1 part asphaltic emulsion. The water must no cause premature separation of the emulsion. Uniformly apply the diluted curing seal at a rate of 0.1 gal/yd2 of cement treated base surface.

Redlands Regular Meeting of 12-17-2024 855 of 1598
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SECTION 302 - ROADWAY SURFACING
302-4 SLURRY SEAL SURFACING.
302-4.3.1 General. – Add the following paragraphs:

All slurry mixing machines shall be equipped with a Fines Feeder for the adding of cement or granular Aluminum Sulfate.

Prior to the beginning of slurry operations, the Contractor shall furnish, at no cost to the City, current licensed weigh master’s certificates indicating the net weight capacity of the aggregate bin.

The Contractor shall provide a drive upon scale at the project site or an alternate site approved by the City. The drive on scale shall show the net weight of the aggregate bin on each slurry machine before the machine and product will be approved for applying slurry on the project.

All slurry machines are to carry, at all times, a calibrated emulsion measuring stick. The emulsion measuring stick is to be calibrated in 10-gallon increments to the slurry machine it is used on.

Emulsion measuring sticks from other slurry machines will not be allowed to measure the gallons of emulsions on the slurry machines they were not calibrated to. The emulsion measuring stick is to have the slurry machine number or identification permanently marked on the stick. The gallons of emulsion are to be measured with a calibrated emulsion measuring stick and recorded before leaving and after returning to materials site. Use of a slurry machine will not be allowed if it does not have a calibrated emulsion measuring stick.

The Contractor shall furnish prior commencing work, a calibrated stick in 10-gallon increments to measure the oil in the trailer storage tanks in gallons. The measuring stick shall be calibrated to the trailer storage tank it is used on. The inspector shall check the oil in each load “in and out” and in the storage tanks at the beginning and end of each day to determine the amount of emulsion used for that day. Emulsion is not to be transferred from delivery tank to on-site storage tank before the City performs the sieve analysis on the emulsion. Aggregate used in the slurry shall not exceed a moisture content of four percent (4%) by weight of dry aggregate.

Contractor may not schedule more than 150 tons of slurry to be placed per day. Slurry may not be applied at more than 150 feet per minute.

The Contractor shall provide a self-propelled 10 ton pneumatic roller with a tire pressure of 50 PSI and equipped with a water spray system. The Contractor shall roll the required streets the same day they are slurried. The Contractor will be responsible for proper scheduling of the work such that the rolling can be properly done within the given time constraint. Failure to comply shall result in a $250.00/calendar day liquidated damage being assessed per incident. The cost of furnishing the roller and operator shall be included in the price paid for slurry seal.

The Contractor is hereby advised that City streets, parking lots, or other City-approved property will not be allowed as a site for stockpiling and batching. Arrangements for an acceptable site shall be the sole responsibility of the Contractor.

The Contractor shall sweep any raveled material on the street one (1) week after the initial placement. If the Engineer determines the raveling is excessive, the frequency of sweeping shall Redlands Regular Meeting of 12-17-2024 856 of 1598
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be adjusted to the field conditions of the raveling. If raveling continues within two (2) weeks of the initial placement, the street shall be swept and reslurried with a Type I mixtures (Local Streets) or a Type II (Arterial/Collector Streets) at no cost to the City. Raveling can be identified by the presence of “black pebbles” in the gutter.

The Contractor shall remove any and all weeds that are growing through cracks from the project street located within the pavement or growing between the concrete gutter and the pavement and spray a herbicide mixture of either Hyvar mixed with Roundup or Pramatol mixed with Roundup, or approved equal, at least fourteen (14) calendar days prior to slurrying. The herbicide mixture shall contain Blazon, or approved equal, a purple dye to easily confirm the herbicide has been applied. The work shall be approved by the Engineer or his representative prior to slurrying. Full compensation for plant removal and herbicide treatment shall be considered as included in the unit cost for slurry seal.

Longitudinal joints must correspond with lane lines. You may request other longitudinal joint patterns if they do not adversely affect the slurry seal. Spread slurry seal in full lane widths. Do not overlap slurry seal between adjacent lanes more than 3 inches. Use a material, such as building paper at transverse joints and over previously placed slurry seal to prevent double placement.

Remove the material after use. Use hand tools to remove spillage.

Full compensation for developing a water supply, for furnishing and placing all water required for work done in the Contract, including extra work shall be included in the prices paid for the various items of work requiring water; and no separate payment will be made therefore. The Contractor shall supply the City with licensed weighmaster’s certificates of weight for all delivered aggregates to the job during the course of each day. Aggregate shall be delivered to the project only in the presence of a City representative. The Contractor shall also present weighmaster certificates for the amount of such aggregate remaining at the completion of the project at no cost to the City.

Payment shall be determined by the amount that is physically placed, which cannot exceed the amount that is delivered to the job site with the certified weighmaster tickets. There shall be not outside work done utilizing materials from the tanks or stockpiles stored for the City’s Contract.

Prior to storing aggregate on private property, the Contractor shall submit to the Engineer written permission from the property owner for such stockpiling.

Precautions shall be taken to ensure that stockpiles do not become contaminated with oversized rock, clay, silt, or excessive amounts of moisture. The stockpiles shall be kept in areas that drain readily. Segregation of the aggregate will not be permitted.

The Contactor shall protect the wet slurry from traffic at all times and if damaged or defaced, the Contractor shall repair said damage at no additional cost to the City.

The placement of slurry seal may be suspended with the concurrence of the Engineer due to unsuitable weather, temperature conditions, or other conditions that are considered unfavorable for the prosecution of the work. The Contractor shall immediately comply with the order of suspension by the Engineer, and work shall not be resumed until authorized by the Engineer.

Redlands Regular Meeting of 12-17-2024 857 of 1598
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302-4.8 Spreading and Application. - Add the following paragraphs:

Prior to applying slurry seal, the Contractor shall clean, to the satisfaction of the Engineer, the street surface with a power sweeper, remove all R.P.M.’s, abrasive grind or sandblast completely all lane lines, street legends, crosswalks or other painted or thermoplastic surfaces. This is necessary to provide a good bonding surface for the slurry seal, as well as eliminate “ghosting” of the old striping and markings as the new slurry wears off over time.

It is anticipated that nuisance water, such as storm water runoff and irrigation water, will run in and across the right-of-way at various time throughout the period of construction. It shall be the responsibility of the Contractor, at their own expense, to provide for and protect the work from such water. In addition, the Contactor’s responsibility shall include handling nuisance waters such that their operations do not cause them to damage existing improvements or properties adjacent to or near the site of work.

Slurry shall not be applied when the atmospheric temperature is less than 65oF (18oC).

The application of slurry shall not commence until after 8:00 a.m., and shall conclude at 1:30 p.m. unless other authorized by the Engineer. The slurry shall be sufficiently cured to be open to traffic by 4:00 p.m. The portions of streets to be slurried shall be closed from the time the application begins until the mixture as achieved sufficient set to be opened to traffic.

The slurry shall be applied in such a manner that no ripples or waves exist. If ripples or waves occur in the slurry during the application, the work shall cease and the Contractor shall correct the situation. The Contractor may use a drag to knock down ridges. If ripples or waves are not corrected to the Engineer’s satisfaction, the street shall be reslurried at the Contractor’s expense.

The Contractor shall, at the direction of the Engineer, repair the reseal to the entire street, or complete section thereof, as determined by the Engineer, which have not been sealed properly (includes areas that have failed to meet yield and mix design specifications) and completely. No compensation will be provided for slurry seal used in repair and reseal work.

Each slurry crew shall be composed, at a minimum, of a coordinator at the project site at all times, a competent quick-set mixing man, a competent driver, two squeegee men, and sufficient laborers for any handiwork and cleanup.

Surface oil and grease shall be removed or sealed with shellac or an equivalent material approved by the City before the application of the slurry seal. Full compensation for surface oil and grease removal shall be considered as included in the unit cost for slurry seal.

The Contractor shall roll all cul-de-sacs (the last 250’ minimum), the last 250’ of dead-end streets and knuckle curves. Full compensation for rolling the slurry shall be considered as include in the unit cost for slurry seal.

During slurry seal operations, it shall be the Contractor’s responsibility to place protective covering over, or to otherwise avoid slurry seal coating of manholes, utility covers, pavement markers (reflective and non-reflective), concrete gutters, concrete cross gutters, and drainage Redlands Regular Meeting of 12-17-2024 858 of 1598
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facilities, survey monuments and remove said covering and/for slurry seal coating after slurry sealing has been completed.

The start and finish of slurry application shall be a straight line which, unless otherwise approved by the Engineer, shall be obtained by laying a strip of building paper or other material approved by the Engineer on the pavement surface. After application of slurry, the paper is to be removed leaving a straight edge. The entire street surface area shall be sealed the same day. 302-4.8.1 Crack Sealing and Filling. Crack sealing shall be performed prior to the Slurry Seal application. Pavement cracks 1/4" wide and larger shall be sealed. Pavement cracks 1/8" to 1" wide shall be cleared of all loose particles of dust, dirt and laitance with oil-free compressed air immediately preceding the sealing operation. Cracks shall be routed out as necessary to provide a reservoir for the sealer that will have a depth of l" to 1 1/2".

The crack sealing material shall be a hot-applied asphalt (Crafco Polyflex or approved equivalent).

The crack sealing material must not be modified or diluted in any way. Pavement cracks larger than 1” wide shall be filled with the mixtures per Specification Section 203-6.4 Type E (Extra Fine).

A wand and nozzle type application shall be used to fill all cracks with crack sealing material.

Crack sealing material shall be applied in two applications with the possibility of additional applications to fill the crack within the allowable tolerance. The cracks must be filled to the surface and not overfilled or applied to the top of adjoining pavement or concrete surfaces. The cracks shall be squeegee immediately after the sealant has been applied to insure conformity with the pavement surface.

The crack sealing material shall then be allowed to penetrate and sink into the crack area for a minimum of one hour. Each crack must then have a second application of crack sealer material applied in the crack area only to within + 0.01' of the adjoining pavement surface. If the material is a cold-applied, polymer modified petroleum emulsion, sand will be applied over the crack sealing material after the second application, covering a minimum of 1 1/2 inches each side of the crack and not more than 3/4 inch higher than the top of the pavement. The contractor shall be responsible for the removal of all excess sand which shall be removed within three hours after being applied.
302-5 ASPHALT CONCRETE PAVEMENT.
302-5.1 General. - Add the following paragraphs:

Asphalt concrete pavement structural sections equal to or greater than 3 inches (76 mm) in thickness shall be installed in two lifts. Base course aggregate material size shall be ¾ inch (19 mm) and cap course aggregate material size shall be ½ inch (13 mm). All pavement shall be placed over 4 inches of crushed aggregate base, unless compacted to 95% relative compaction.

All valves within project limits in the public right-of-way shall be raised to finish grade as a part of this work. The Contractor shall furnish and install new can or slip can materials as necessary.

If new water valve lids are necessary, they shall be supplied by the Municipal Utilities and Redlands Regular Meeting of 12-17-2024 859 of 1598
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Engineering Department. All valve can lids within the project limits in the public right-of-way shall be painted the appropriate color for the utility they represent (ie. Water - Blue, Gas - Yellow, Fire – Red, etc.).
302-5.2 Timeline of Paving Operations.

All paving operations shall follow the timeline and requirements shown below unless otherwise approved by the City:

PAVING TIMELINE

DESCRIPTION OF WORK

TIME PERIOD
WEEK 1
(DAY 1-7)
WEEK 2
(DAY 8-14)
WEEK 3
(DAY 15-21)
WEEK 4
(DAY 22-28)
PAVING (START TO FINISH) (1)
CURE PERIOD (2)
MANHOLE ADJUST TO GRADE (3)
STRIPING & PAVEMENT MARKINGS (4)
TRAFFIC LOOPS (5)
NO PARKING SIGNS ALLOWED (6)
Note: All time periods shown above are the maximum amount of allowable time for each activity.

This timeline does not apply to the installation or repair of curb and gutter, ac dikes, sidewalks, cross gutters, curb ramps, driveway approaches or truncated domes. (1) In no case shall any street segment remain unpaved longer than three calendar days if no other work activity is being performed on that street segment. Any deviation from the timeline shall result in a penalty assessment of $1,000 per calendar day. (2) No work except cat tracking of proposed striping is allowed during this period; therefore “No Parking Signs” shall not be installed during this activity. (3) Once each manhole is exposed, all associated work to adjust it to grade must be completed within 48 hours. This shall include all adjustments of manholes, vaults, valve cans, etc. as required by the Contract.
(4) All cat tracking and approval of proposed striping shall occur during the cure period. (5) Traffic loops must be installed after the approval of striping layout and prior to the installation of thermoplastic striping and pavement markings. (6) “No Parking Signs” shall be installed per Section 7-19 of these specifications. 302-5.4 Tack Coat. – Delete and replace with the following:

If the asphalt concrete pavement is being constructed directly upon an existing hard-surfaced pavement, a tack coat of High Performance Seal (HPS) No-Track Tack at an approximate rate of Redlands Regular Meeting of 12-17-2024 860 of 1598
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0.05 gallon per square yard shall be uniformly applied upon the existing pavement preceding the placement of asphalt concrete. The surface shall be free of water, foreign material, or dust when the tack coat is applied. To minimize public inconvenience, no greater area shall be treated in any one day than is planned to be covered by asphalt concrete during the same day, unless otherwise approved by the Engineer.
302-5.5 Distribution and Spreading. – Add the following:

Unless otherwise permitted by the Engineer, the top layer of asphalt concrete for shoulders, tapers, transitions, road connections, private drives, curve widening, turnouts, left-turn pockets, and other such areas, shall not be spread before the top layer of asphalt concrete for the adjoining through lane has been spread and compacted. At locations where the number of lanes are changed, the top layer for the through lanes shall be paved first. Tracks or wheels of spreading equipment shall not be operated on the top layer of asphalt concrete in any area until final compaction has been completed or unless directed by the Engineer.

All screed extensions for paving machines shall be provided with a tamper, roller, or other suitable compacting devices.

Asphalt pavers shall be equipped with automatic screed controls and a sensing device or devices.

Automatic grade and slope control shall be used for overlays.

All joints shall be sealed after rolling.

When placing asphalt concrete to the lines and grades noted in the plans or as approved by the Engineer, the automatic screed controls shall control the longitudinal grade and transverse slope of the screed. Grade and slope references shall be furnished, installed, and maintained by the Contractor. The Contractor shall use a ski device, the minimum length of the ski device shall be 30 ft. The ski device shall be a rigid one-piece unit and the entire length shall be utilized in activating the sensor. The Contractor may use a laser to control the screed.

When placing the initial mat of asphalt concrete on existing pavement, the end of the screed nearest the center line shall be controlled by a sensor activated by a ski device not less than 30 ft long.

The end of the screed farthest from center line shall be controlled by an automatic transverse slope device set to reproduce the cross slope approved by the Engineer.

When paving contiguously with previously placed mats, the end of the screed adjacent to the previously placed mat shall be controlled by a sensor that responds to the grade of the previously placed mat and will reproduce the grade in the new mat within a 0.01 ft. tolerance. The end of the screed farthest from the previously placed mat shall be controlled in the same manner as when placing the initial mat.

Should the automatic screed controls fail to operate properly during any day's work, the Contractor may use manual control of the spreading equipment for the remainder of that day; however, the equipment shall be corrected or replaced with alternative automatically controlled equipment conforming to the requirements in this section before starting the next day's work.

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Should the methods and equipment furnished by the Contractor fail to produce a layer of asphalt concrete conforming to the requirements, including straightedge tolerance, of Subsection 302-

5.6.2 - Density and Smoothness, of the Standard Specifications, the paving operation shall be discontinued and the Contractor shall modify his equipment or furnish substitute equipment. A drop-off of more than 0.15 ft will not be allowed at anytime between adjacent lanes open to public traffic.

The Contractor shall schedule his paving operations such that each layer of asphalt concrete is placed on all contiguous lanes of a traveled way each work shift. At the end of each work shift, the distance between the ends of the layers of asphalt concrete on adjacent lanes shall not be greater than 10 ft. nor less than 5 ft. Additional asphalt concrete shall be placed along the transverse edge at the end of each lane and along the exposed longitudinal edges between adjacent lanes, hand raked, and compacted to form temporary conforms. Kraft paper, or other approved bond breaker, may be placed under the conform tapers to facilitate the removal of the taper when paving operations resume.
302-5.6.1 General. - Add the following paragraph:

All asphalt concrete pavement abutting portland cement concrete gutters shall match and be flush with the gutter lip when finish rolling is complete.
302-5.6.2 – Density and Smoothness. – Delete and replace with the following:

The completed surfacing shall be thoroughly compacted, smooth and free from ruts, humps, depressions or irregularities. Any ridges, indentations or other objectionable marks left in the surface of the asphalt concrete shall be eliminated by rolling or other means. The use of any equipment that leaves humps, ridges, irregularities or other objectionable marks in the asphalt concrete shall be discontinued, and acceptable equipment shall be furnished by the Contractor.

The finished surface shall meet the following smoothness criteria:
• When a 12 foot long straightedge is laid on the finished surface parallel to the centerline of the roadway, the finished surface shall not vary from the edge of the straightedge more than 0.05 feet, except at changes in grade,
• When a 12 foot long straightedge is laid on the finished surface perpendicular to the centerline of the roadway and extends from edge to edge of a traffic lane, the finished surface shall not vary from the edge of the straightedge more than 0.05 feet, except at changes in grade.

If the top layer of pavement does not comply with the smoothness specifications shown, remove and replace the entire section or complete a grind and overlay of 1.5 inches or 3 times the aggregate size, whichever is greater. Grind and overlay will be considered as a repair method only when the thickness of the asphalt pavement section is greater than 1.5 inches following the required grinding. Corrected section shall be rectangular to the nearest pavement edge or lane line and to a crosswalk, concrete spandrel or other limits approved by the City. Do not begin corrective actions until the method and limit of correction is authorized by the City. If the tolerances cannot be achieved by the methods described above, the contractor must re-pave the street section, in kind, at their own expenses.

Redlands Regular Meeting of 12-17-2024 862 of 1598
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The compaction after rolling shall be a minimum of 91 percent and a maximum of 97 percent of the density obtained on samples compacted with the California Kneading Compactor per California Test 304. Cores will be taken randomly by the City for laboratory testing per California Test 308, Method A at a frequency of three per lot. A lot shall consist of a maximum of 3,000 square yards of asphalt concrete and will be identified in the field by the City. The cores will be averaged to determine the percent of maximum theoretical density, as determined by ASTM D2041, per lot to the nearest tenth of a percent.

Reduced payment factors for percent of maximum theoretical density will be per the following table, and will be applied to the entire lot sampled.

Reduced Payment Factors for Percent of Maximum Theoretical Density Asphalt Concrete
percent of maximum
theoretical density
Reduced payment
factor
Asphalt Concrete
percent of maximum
theoretical density
Reduced payment
factor

91.0 0.0000 97.0 0.0000

90.9 0.0125 97.1 0.0125

90.8 0.0250 97.2 0.0250

90.7 0.0375 97.3 0.0375

90.6 0.0500 97.4 0.0500

90.5 0.0625 97.5 0.0625

90.4 0.0750 97.6 0.0750

90.3 0.0875 97.7 0.0875

90.2 0.1000 97.8 0.1000

90.1 0.1125 97.9 0.1125

90.0 0.1250 98.0 0.1250

89.9 0.1375 98.1 0.1375

89.8 0.1500 98.2 0.1500

89.7 0.1625 98.3 0.1625

89.6 0.1750 98.4 0.1750

89.5 0.1875 98.5 0.1875

89.4 0.2000 98.6 0.2000

89.3 0.2125 98.7 0.2125

89.2 0.2250 98.8 0.2250

89.1 0.2375 98.9 0.2375

89.0 0.2500 99.0 0.2500
< 89.0 Remove and replace > 99.0 Remove and replace
In addition to the reduced payment factors below, all costs associated with the testing of the lot which resulted in values outside of the 91-97 percent range, will be withheld from the final payment due to the Contractor.

Following completion of the testing by the City, the core locations within the asphalt pavement shall be repaired by the Contractor.

Redlands Regular Meeting of 12-17-2024 863 of 1598
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302-5.6.3 Tracking. All areas receiving asphalt pavement shall be protected from tracking onto adjacent areas. Do not allow traffic on new asphalt pavement until its mid-depth temperature is below 140º Fahrenheit to minimize the tracking.

A rock dust blotter coat per Section 302-9.7 or a sand coat at a rate of 1-2 pounds per square yard shall be applied to the compacted surface for all areas where tracking is a concern. The application of tracking prevention measures shall be determined by the Contractor.

A haul route for all paving operations shall be reviewed and approved by the City prior to the start of any construction activity. No deviations from the approved haul route shall occur unless approved in writing from the City.

All tracking onto adjacent streets, striping or pavement markings shall be the responsibility of the Contractor. All striping and pavement markings shall be removed and replaced in kind by sandblasting. All tracking onto roadway surfaces may require the use of a street sweeper to the satisfaction of the City.
302-5.7 Joints. – Add the following:

Longitudinal joints shall be trimmed to a vertical face and to a neat line if the edges of the previously laid surfacing are, in the opinion of the Engineer, in such condition that the quality of the completed joint will be affected. Longitudinal and transverse joints shall be tested with a 12’ straightedge and shall be cut back as required to conform to the provisions in Subsection 302-5.6.2 Density and Smoothness for surface smoothness. Connections to existing surfacing shall be feathered to conform to the provisions for smoothness.

Longitudinal joints in the top layer shall correspond with the edges of proposed lane striping.

Longitudinal joints in all other layers shall be offset not less than 0.5' alternately each side of the edges of traffic lanes.

All feathered joints shall be sealed after rolling.
302-5.9 Measurement and Payment. – Add the following:

Reduced payment factors per 302-5.6.2 will be applied to the Contract Unit Price for lots with a Maximum Theoretical Density less than 91.0 and greater than 97.0 percent. 302-5.10 Hot Asphalt Leveling Course. Areas to receive the Hot Asphalt Concrete Leveling Course shall be determined and defined by the project manager and inspector, and identified to the Contractor in the field. Mix for hot Asphalt Concrete Leveling Course shall be 1/2 inch aggregate, C2, as defined in Section 203-6.4.3.

Areas to receive hot asphalt concrete leveling course shall be areas located near or adjacent to existing curbs and/or gutters that are potholed, or have the lip of gutter higher than the adjacent roadway. Potholes, large cracks, or ruts shall be filled to the surrounding grade elevation and compacted. Hot Asphalt Concrete Leveling Course shall be completed prior to the placement of Type II Slurry Seal, ARAM or resurfacing.

Redlands Regular Meeting of 12-17-2024 864 of 1598
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Prior to placement of asphalt concrete, the surface shall be cleaned and all debris and deleterious materials shall be removed. A tack coat meeting the material and application requirements of Section 302-5.4 Tack Coat, shall be applied prior to placement of hot mix asphalt concrete. 302-5.11 Asphalt Pavement Crack Sealing and Filling. Crack sealing shall only be performed as a repair method for conventional hot mix asphalt pavement (HMA) and not installed at project locations which will have asphalt rubber hot mix (ARHM) used as the overlay material. Crack sealing shall be performed after milling of existing asphalt surface and prior to any leveling course, if necessary.

Right after milling of existing asphalt and before crack sealing or filling, Contractor shall remove any and all weeds that are growing through cracks from the project street located within the pavement or growing between the concrete gutter and the pavement and spray a herbicide mixture of either Hyvar mixed with Roundup or Pramatol mixed with Roundup, or approved equal, at least seven (7) calendar days prior to paving. The herbicide mixture shall contain Blazon, or approved equal, a purple dye to easily confirm the herbicide has been applied. The work shall be approved by the Engineer or his representative prior to paving. Full compensation for plant removal and herbicide treatment shall be considered as included in the unit cost for paving.

The crack sealing material shall be a hot-applied asphalt (Crafco Polyflex or approved equivalent).

The crack sealing material must not be modified or diluted in any way. Pavement cracks larger than 1” wide shall be filled with the mixtures per Specification Section 203-6.4 Type E (Extra Fine).

A wand and nozzle type application shall be used to fill all cracks with crack sealing material.

Crack sealing material shall be applied in two applications with the possibility of additional applications to fill the crack within the allowable tolerance. The cracks must be filled to the surface and not overfilled or applied to the top of adjoining pavement or concrete surfaces. The cracks shall be squeegee immediately after the sealant has been applied to insure conformity with the pavement surface.

The crack sealing material shall then be allowed to penetrate and sink into the crack area for a minimum of one hour. Each crack must then have a second application of crack sealer material applied in the crack area only to within + 0.01' of the adjoining pavement surface. If the material is a cold-applied, polymer modified petroleum emulsion, sand will be applied over the crack sealing material after the second application, covering a minimum of 1 1/2 inches each side of the crack and not more than 3/4 inch higher than the top of the pavement. The contractor shall be responsible for the removal of all excess sand which shall be removed within three hours after being applied.

SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION
303-1 CONCRETE STRUCTURES.
303-1.1 General. - Delete the first sentence of paragraph 1 and replace with the following:
“Concrete bridges, culverts, catch basins, retaining walls, abutments, piers, footings, foundations, drainage inlets, head walls, end walls, wing walls, junction structures, transition structures, Redlands Regular Meeting of 12-17-2024 865 of 1598
GC 59
manholes, and other similar types of portland cement concrete structures shall be constructed to the lines and grades in conformity with the Plans and Specifications. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS.
303-5.1.1 General. - Replace the last paragraph with the following:

No PCC shall be ordered and/or placed until the forms and subgrade have been inspected and approved by the Engineer in the field.

All pull boxes, water meter boxes, and water valve covers shall be adjusted to proposed finish grade and approved by the Engineer in the field prior to placement of the PCC.

The Contractor shall barricade and protect placed PCC from all damage, marks, mars, and/or graffiti. Any PCC damaged, defaced, discolored, or defective shall be replaced at the Contractor's expense.

When removals of curb and/or sidewalk are located at curb return, the Contractor shall install access ramps. The Contractor is to construct all access ramps in accordance with American Disability Act (ADA) Standards/California Code of Regulations Title 24 – Accessibility Regulations. If the ramps constructed by the Contractor are found to be in non-compliance with ADA Standards, the Contractor will be required to remove and replace the ramps to ADA Standards at the Contractor's expense.
303-5.1.2 Drainage Outlets Through Curb. - Add the following paragraph:

Coring shall be required for all drains through existing curbs. 303-5.1.3 Driveway Entrances. – Replace the last paragraph with the following:

Driveway approaches where required, shall be 150 mm (6") thick for single-family residential area, and 200 mm (8") thick for commercial driveway approaches. 303-5.1.4 Walk. The back of sidewalk shall be 2 inches from the street Right-of-Way line unless otherwise specified by the Engineer.

Included in the price of sidewalk construction are retaining curbs. Retaining curbs are needed to retain soils from sloughing and eroding onto the finished sidewalk surface, as a result of grade differentials from existing ground surface to proposed sidewalk surface. Retaining curbs shall be installed when the finished surface is lower than the surrounding grade by 3 inches vertically within 6 inches horizontally. If the vertical difference in elevation is less than 3 inches, the surrounding grade shall be sloped, maximum 2:1 slope, to match the finished elevation. The height of the retaining curb shall be to the height of the existing grade it is retaining. Retaining curbs shall be located within the City’s right-of-way at all times. 303-5.1.5 Access Ramps. Construction of curb ramps shall conform to the Type and Case appropriate for the condition, as specified on the plans and as shown within the 2012 Standard Plans for Public Works Construction, Plan 111-5. The Contractor shall be responsible to layout the proposed access ramp to comply with the maximum slope indicated on the plans or Standard Plan 111-5. The maximum slope for the ramp shall not be exceeded unless otherwise approved in Redlands Regular Meeting of 12-17-2024 866 of 1598
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writing by the Engineer. The Contractor shall remove and replace access ramps deemed noncompliant with the plans or Standard Plan 111-5.

For proposed locations adjacent to a cross gutter spandrel, sawcuts along the radius of the curb will not be allowed. The spandrel shall be replaced from expansion joint to expansion joint to the extents of the curb removal. For proposed locations adjacent to curb and gutter, sawcuts along the flowline of the curb will not be allowed. The entire curb and gutter shall be replaced from expansion joint to expansion joint as required. Sawcuts at locations other than the expansion joint will not be allowed unless approved by the Engineer. Curb cuts of the existing curb will not be permitted for installation of proposed ramp. Any deviation from these requirements will result in rejection of all work at this location and shall not be included in progress payment requests until corrected, per direction from the Engineer.

The Contractor shall verify the extents of sawcut and removal for each access ramp taking into account the maximum slope and transition area required. It shall be the Contractor’s responsibility to identify required removal limits, set concrete forms and verify maximum slopes are not exceeded. The Engineer shall be present to verify the concrete forms prior to the placement of the concrete at each location, however this does not alleviate the responsibility of the accuracy of forms or slopes of the access ramp from the Contractor.

Included in the price of access ramps are retaining curbs. Retaining curbs are needed to retain soils from sloughing and eroding onto the finished ramp surface, as a result of grade differentials from existing ground surface to proposed ramp surface. Retaining curbs shall be installed when the finished surface is lower than the surrounding grade by 3 inches vertically within 6 inches horizontally. If the vertical difference in elevation is less than 3 inches, the surrounding grade shall be sloped, maximum 2:1 slope, to match the finished elevation. The height of the retaining curb shall be to the height of the existing grade it is retaining. Retaining curbs shall be located within the City’s right-of-way at all times.

Access Ramps shall have truncated domes installed in accordance with standard plans and specifications. Truncated domes on new access ramps shall be Armor-Tile, Cast in Place System, or approved equal. Truncated domes installed on existing surfaces shall be Safety Sted TD, or approved equal. Truncated dome panels shall be 36”x48”, inline configuration, with a spacing of

2.35” on center, and Federal Yellow in color.

The access ramp work shall include all related adjustments of pull boxes, pull box covers, signs, and protection of any underground utilities within the work area. The removal and replacement of up to 5 linear feet of sidewalk on each side of the access ramp shall be included within the cost of the access ramp. The removal and replacement of the sidewalk will allow for transition from the top of ramp to adjacent sidewalk and will be utilized as necessary. 303-5.4.3 Weakened Plane Joints, (a) General. - Add the following paragraph:

All weakened plane joints shall be spaced at a maximum of 3.05 m (10') feet for curbs, gutters, and sidewalks. Scoring lines shall conform to those prevailing in the area and be uniform in spacing.
303-5.5.2 Curb. - Replace the first paragraph with the following:

Redlands Regular Meeting of 12-17-2024 867 of 1598
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PCC for curb and gutter shall be placed within three working days from removal of the existing PCC curb and gutter. The curb and gutter surface shall not vary more than 3 mm (0.01') from a 3 m (10') straightedge except at the grade changes. Prior to the removal of the forms, the surface shall be finished true to grade by means of a straightedge float of not less than 3 m (10') in length, and operated longitudinally over the surface of the concrete. Form clamps shall be constructed so as not to interfere with the operation of the float. The form on the front of the curbs shall not be removed less than one (1) hour, nor more than six (6) hours after the concrete has been placed. In no event shall forms be removed while the concrete is sufficiently plastic to slump. The top and face of the finished curb shall be true and straight, and top surface of curbs shall be of uniform width, free from humps, sags, blemishes, or other irregularities. 303-5.5.3 Walk. - Add the following paragraphs:

The sidewalk surface shall not vary more than 5 mm (0.02') from the 3m (10') straightedge except at grade changes, and the finished surface shall be free from humps, sags, blemishes or other irregularities. All sidewalks shall be a minimum of 100 mm (4") thick, except at driveways where the sidewalks shall be a minimum of 150 mm (6") thick for single family residential areas and 200 mm (8") thick for all other areas.
303-5.6 Curing. - Add the following paragraph:

Curing compound shall be translucent with red fugitive dye, Type 1, in accordance with Section 201-4 Concrete Curing Compound, of the Standard Specifications. 303-5.7 Repairs and Replacements. - Add the following paragraphs:

In order to minimize vandalism damage to the finished PCC surfaces, the Contractor shall plan his work so that no PCC is poured after 1:00 p.m., unless otherwise authorized by the Engineer in the field.

The Contractor shall barricade and protect placed Portland Cement Concrete from all damages, marks, mars, and/or graffiti. Any Portland Cement Concrete damaged, defaced, discolored, or defective shall be replaced to the satisfaction of the Engineer at the Contractor's expense, and no additional time will be allowed.

Grading, patching, or other remedies to correct the situation will not be accepted unless in the opinion of the Engineer the vandalized area is so small that it does not warrant replacement.

Concrete replacement areas shall be from score mark or control joint to score mark or control joint, and full width of the sidewalk. All replacement areas shall be saw cut. 303-5.8 Backfilling and Cleanup. - Add the following paragraph:

A minimum of 300mm (12”) wide full depth asphalt concrete pavement repair patch and an 450mm (18”) wide 1-1/2” deep grind outside of the trench width is required when cross gutter, spandrel, driveways, curb and gutter is placed adjacent to existing asphalt concrete pavement. The asphalt concrete pavement repair patch shall be placed within two (2) working days after the cross gutters, spandrels, driveways, curb and gutter are replaced. The asphalt concrete pavement shall be sawcut. All work shall be in accordance with the General Permit Conditions and Trench Specifications, latest edition.

Redlands Regular Meeting of 12-17-2024 868 of 1598
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SECTION 304 - METAL FABRICATION AND CONSTRUCTION
304-3 CHAIN LINK FENCE.
304-3.4 Measurement and Payment. - Delete paragraph 1 and replace with:

Chain link fence will be measured along the horizontal projection line of the completed fence, deducting the widths of gates and openings.

SECTION 314 - TRAFFIC STRIPING, CURB AND PAVEMENT

MARKINGS, AND PAVEMENT MARKERS
314-1 GENERAL. - Add the following paragraphs:

To insure the protection of storm drain inlets, Best Management Practices (BMPs) shall be employed during all striping operations. Refer to Section 7-8.6.

Each storm drain catch basin or storm drain inlet box shall be marked “NO DUMPING - FLOWS TO CREEK.” Two coats of paint are required. Stencil shall match City’s stencil. Paint and painting shall comply with the specifications.

All street resurfacing work shall include installing fire hydrant pavement markers at all fire hydrant location, whether the pavement markers were existing or not. The pavement markers shall be Type I – Two-Way Blue Retroreflective per Section 214-6 of the Specifications and installed per City’s detail drawing No. 102-0. All work associated with the installation of all new, or replacement of existing, fire hydrant pavement markers shall be included as noted within the specifications. 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS.
314-4.1 General. – Add the following paragraphs:

During construction, if traffic legends or lane striping are removed or paved-over for any reason, they shall be replaced immediately with temporary traffic legends or lane striping as directed by the City, and the Contractor shall place permanent traffic legends or lane striping at the end of the job or on completion of final paving. When permanent items are placed, they shall be complete markings, legends, or striping i.e.: if limit lines are disturbed, they shall be replaced to centerline or from curb to curb, whichever was existing; if a letter in a word is removed or covered, the entire word shall be replaced; and lane striping shall extend 75 feet beyond construction limits. All replacement markings, legends, or striping required to be replaced beyond the contract limits shown shall be at the cost of the Contractor and shall meet City standards. If existing striping or legends are to be removed on existing surfaces, they shall be sandblasted. Painting over striping or legends in lieu of removal will not be permitted. Pavement striping shall comply with the applicable provisions of Sections 214 and 314 of the Standard Specifications.

Where side streets with existing striping, markings and markers are encountered, striping, markings and markers shall be repainted and replaced for a minimum distance of 15 m (50 feet) from the crosswalk, stop bar or limit line.

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GC 63
314-4.2 Control of Alignment and Layout.
314-4.2.1 General. - Delete and replace with the following:

The Contractor will be responsible for all layout of all striping. All striping, markings and markers shall be reinstalled in their existing locations unless otherwise shown on the plans. The Contractor shall be responsible to take appropriate measures and record the existing locations.

The Contractor shall verify all dimensions in the field prior to installation of pavement striping/marking layout (Cat-Track). Should field measurements differ from the plan, the Contractor shall immediately notify City staff. No Cat-Track marks shall be placed until discrepancies are resolved.

Cat-Track must be approved by City staff prior to the installation of permanent pavement striping/marking. Contractor shall notify City staff a minimum of 24 hours prior to installation of permanent pavement striping/marking to allow for inspection and approval. If approval of CatTrack is not obtained by the Contractor, all work required to correct the striping/marking will be at the expense of the Contractor
Cat-Track marks shall be made in chalk. Paint for the purpose of Cat-Track is prohibited. If paint is used, the Contractor must remove the paint without damaging or visually deforming the pavement surface. If damage or visual deformity within the removal area occurs, in the opinion of City staff, the Contractor shall grind and overlay the entire segment with no additional compensation. The area of the grind and overlay shall be as required by City staff and shall be a minimum of 0.10’ thickness.

All visible Cat-Track markings after the installation of the permanent striping/marking shall be removed without damage or visual deformity to the pavement surface. Any damage or visual deformity to the pavement shall be remedied as noted above. 314-4.3.5 Application. - Amend the first sentence in paragraph 8 as follows:
“Glass beads shall be applied at a rate of 0.6 to 0.8 kg of beads per liter (5 to 7 pounds of beads per gallon).”
314-6 GREEN BIKE LANE. Green bike lanes shall be installed per plan and conform to the technical specifications included within the contract documents and shall be Streetbond CL or approved equal.

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GENERAL REQUIREMENTS
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COORDINATION OF WORK, PERMITS, AND REGULATIONS 01110-1
SECTION 01110 COORDINATION OF WORK
A. Maintenance of Operation of Existing Facilities
The Contractor may take the parallel waterlines out of service for a period specified by the City for the purpose of installing the tie-in connections to the new water main. Any shutdown will be coordinated with the Owner. All valves on the Owner’s existing facilities will be operated by the Owner. Written notice shall be given to the Owner’s Representative no less than 72-hours for residential areas and 12 days for commercial areas prior to the desired shut-off time. The Contractor shall be responsible for disposing of water drained from the existing pipelines.

B. Coordination Submittals

1. The contractor shall submit a Connection Plan to the City for review and approval.

The plan should contain pothole information for the existing water lines to be connected to, any required deviations from the plan, schedule of connections and any phasing for the locations and connections.

2. No water system shutdowns will be allowed on Monday or Friday, unless otherwise directed by City staff. No chlorination will be allowed on Friday.

3. When approved, City will begin shutting down the water system to allow connection at 8:00 AM. Note the system drainage time may take up to two hours depending on location and field conditions.

C. Night Work Working Hours
All construction activities shown on Plan sheets 3 through 8 shall take place at night per night working hours specified below. The streets included in the night working hours are Central Ave., Redlands Blvd., Citrus Ave., Eureka St., 6th St., Vine St., 5th St., Stuart Ave., and 7th St.

For all work required to be completed at night, the following hours shall be deemed as the working hours, unless otherwise approved by the City.

D. Pipeline Construction Sequencing
The mainline installation in an area must be completed prior to move into other Area. All other activities such as service connections, hydrants installation, etc. can be overlapped.

Start Sunday
10:00 PM
Monday
10:00 PM
Tuesday
10:00 PM
Wednesday
10:00 PM
Thursday
11:00 PM
End Monday
7:00 AM
Tuesday
7:00 AM
Wednesday
7:00 AM
Thursday
7:00 AM
Friday
7:00 AM
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COORDINATION OF WORK, PERMITS, AND REGULATIONS 01110-2
Multiple crews may be allowed in order to meet the contract deadline. Contractor shall submit detailed schedule for such activities for City’s approval.

E. Additional City Projects
The City’s other CIP projects will be under construction concurrently. Detailed construction activities and schedule will be provided during weekly progress meetings.

Construction around school zone shall be taken into consideration to avoid interference with the drop-off and pick-up times for each specific school. Citywide events calendar shall be considered with the construction schedule. Updated events calendar will be provided during the weekly progress meeting.
.

END OF SECTION
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TRAFFIC CONTROL PLAN 01111-1
SECTION 01111 TRAFFIC CONTROL PLAN
A. General
The intent of this specification is to provide the format and requirements in preparation of the Traffic Control Plan (TCP).

B. Format

1. The sheets of the TCP shall display, at a minimum, the title of the project, name of firm preparing the TCP, name and stamp of Registered Traffic or Civil Engineer preparing the TCP, approval block for City of Redlands approval, north arrow, title sheet with an index of the sheets, sheet number, and total number of sheets.

2. The TCP shall be drawn to a 1 inch = 40 scale, or as otherwise approved by City staff, on common size sheets ranging from 8-1/2 inches x 11 inches, 11 inches x 17 inches or 24 inches x 36 inches as determined appropriate based on work area.

3. TCP must be prepared and approved by a Registered Traffic or Civil Engineer in the State of California.

C. Requirements
The TCP shall contain the following items and scenarios of traffic control:

1. All locations within the project can have a generic traffic control plan prepared which utilizes figures from the WATCH Manual or additional resources.

2. The TCP shall be completed in conformance with Section 7-10.2.2.1 of the General Conditions and adhere to the following:
a. At least one lane of traffic shall be open on all roadways during the pipeline installation with appropriate traffic control and flaggers; and b. On street parking, where currently available, shall be open to the public outside of working hours.

END OF SECTION
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DESCRIPTION OF WORK 01112-1

SECTION 01112 DESCRIPTION OF WORK

PART ONE -- GENERAL

1.1 SUMMARY
A. The work to be done under this Contract includes the furnishing of project management, labor, materials, tools and equipment for the construction of the 2023 CIP Water Pipeline and Highline Replacement Project for the City of Redlands, all in accordance with the Contract Documents.

B. The following contract drawings are made a part of these Contract Documents:

Title Sheet No.

Title Sheet & Vicinity Map 1
General Notes, Construction Notes, Quantities & Symbol Legend 2 Water Pipeline Plans & Connection Details 3-33
Connection Details 34-37
Miscellaneous Details 38-41

1.2 GENERAL SCOPE OF WORK
A. Work In This Contract: Work in this Contract includes all labor, materials and equipment necessary for construction of 2023 CIP Water Pipeline and Highline Replacement Project as noted on the Contract Drawings and all other Contract Documents and is summarized as follows:

1. The Work shall consist of furnishing and installing all pipe, fittings, and appurtenances; all traffic control (including furnishing and installing all arrowboards, barricades, signs, delineators, and flagmen); all utility location and verification (excavating, exposing, and verifying top, bottom, and side of utility facilities); all pavement removal and disposal; all pavement repair; all earthwork (including trenching, shoring, sloping, bedding, and backfilling including imported material); compacting; protecting in place or removing and replacing all existing utilities, trees, and public and private improvements; testing and disinfecting all pipelines; replacing destroyed survey monuments; disposing of excess soil and rock material and restoring all areas and improvements to preconstruction conditions.

2. The Contractor shall, upon completion of the pipeline construction and appurtenances required herein, initially operate all components of the Contract Work furnished and installed by Contractor, and make any additional adjustments, corrections, repairs, replacements, and reconstructions necessary to provide the City with complete, correctly operating pipeline and appurtenances.

END OF SECTION
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MEASUREMENT AND PAYMENT 01200-1
SECTION 01200 MEASUREMENT AND PAYMENT
A. Work Listed in the Schedule of Work Items

1. The application for payment will be for a specific item based on the percentage completed or quantity installed. The percentage complete will be based on the value of the partially completed work relative to the value of the item when entirely completed and ready for service.

2. A retention of five percent (5%) of the value of work completed will be withheld from progress payments. This retention amount will remain constant throughout the contract period, and will not be payable until the expiration of thirty-five (35) days after the recordation of the Notice of Completion.

B. Work Not Listed in the Schedule of Work Items
The General Conditions and items in the General Requirements, and Specifications which are not listed in the schedule of work items of the bid form are, in general, applicable to more than one listed work item, and no separate work item is provided therefore. Include the cost of work not listed but necessary to complete the project designated in the contract documents in the various listed work items of the bid form.

The bids for the work are intended to establish a total cost for the work in its entirety.

Should the Contractor feel that the cost for the work has not been established by specific items in the bid form, include the cost for that work in some related bid item so that the proposal for the project reflects the total cost for completing the work in its entirety.

The Contractor may experience difficulty in excavation due to rock or unsuitable backfill material throughout the project locations. It shall be the Contractor’s responsibility to identify these areas and account for difficulty in excavation, the need to export rock or unsuitable backfill material and the need to import suitable backfill material. There will not be additional contract time or additional compensation for any project locations where any of these circumstances occur.

C. Bid Items

1. Mobilization – Bid Item 1:

Payment for Mobilization shall be made at the contract lump sum price. The price shall include, but not limited to, preliminary construction schedule, bonds, insurance, permits, shop drawings, catalog submittals and shall constitute full compensation for all labor, material, equipment and incidentals required within Section 01721.

2. SWPPP – Bid Item 2:

Payment for Storm Water Pollution Prevention Plan (SWPPP) shall be made at the contract lump sum price and shall constitute full compensation for preparation, approval, NPDES Permit and shall include all labor and incidentals noted within Section 01571.

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MEASUREMENT AND PAYMENT 01200-2
Payment for the SWPPP shall be made based on the percentage of project completion to ensure compliance with all requirements. The completeness shall be determined by the Engineer and updated on progress payments.

3. Traffic Control Plan – Bid Item 3:

Payment for Traffic Control Plan shall be made at the contract lump sum price and shall constitute full compensation for preparation, approval, and shall include all labor and incidentals noted to complete the Traffic Control Plan per Section 01111.

The installation and implementation of traffic control items shall be included throughout bid items and the specific traffic control required for installing each item.

4. Construction Survey – Bid Item 4:

Payment for construction survey shall be made at the contract lump sum price and shall constitute full compensation for required research to establish control for construction surveying, construction staking, preparation and submittal of surveying cut sheets, tying existing control monuments that may be damaged or disturbed prior to construction, verifications of horizontal and vertical position of existing control monuments, recovery and reestablishment of damaged or disturbed control monuments after construction, preparation and submittal of corner records to applicable government agencies, and shall include all labor and incidentals noted within Section 01722.

Payment for the Survey shall be made based on the percentage of project completion to ensure compliance with all requirements throughout the duration of the contract. The completeness shall be determined by the Engineer and updated on progress payments.

5. 8”, 12”, 16”, & 24” DIP Water Pipeline – Bid Items 5, 6, 7, & 8:

Payment for 8”, 12”,16”, & 24” DIP Water Pipeline shall be made at the lineal foot price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install water pipeline complete in place per the plans and specifications.

The price shall include, but not be limited to all necessary trench protection (shoring, bracing, sloping, etc.), pressure testing and disinfection of the new pipelines, traffic control, pavement saw cutting and removal, trenching, disposal of excavated native soil, clearing and disposal of shrubbery or vegetation, bedding and backfilling, placing and compacting crushed aggregate base layer to required compaction, warning tape, compacting, assisting with compaction testing, restrained joints, fittings & bends that are not included in the other bid items, potholing, thrust blocks, placing and removing temporary asphalt concrete, flushing the pipeline, installing and removing the test plates, chlorinating the pipelines, re-chlorinating if necessary, installation of base and finish paving per trench repair detail on the plan, protecting in place or removing and replacing all existing utilities and public and private improvements, daily sweeping and cleaning work site, abandoning existing water main and valves as noted on the plans, installation and relocation of information signs, restoring all areas to pre-existing conditions.

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MEASUREMENT AND PAYMENT 01200-3
Measurement shall be made horizontally along the centerline of the newly completed water pipeline, without deducting for pipeline fittings or appurtenances such as valves, tees, crosses, bends, side outlets, top outlets, etc.

6. 8” Gate Valve – Bid Item 9:

Payment for 8” gate valve shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install gate valves complete in place per the plans and specifications.

The price shall include, but not limited to, valve can (detail 47 on plan sheet 39), traffic control, saw cutting and removing existing pavement, trenching, valve box, bedding, backfilling, compacting, flushing, pressure testing and restoring all areas to pre-existing conditions.

7. 12”, 16”, & 24” Butterfly Valve – Bid Items 10, 11, & 12:

Payment for 12”, 16”, & 24” butterfly valve shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install gate valves complete in place per the plans and specifications.

The price shall include, but not limited to, valve can (detail 47 on plan sheet 39), traffic control, saw cutting and removing existing pavement, trenching, valve box, bedding, backfilling, compacting, flushing, pressure testing and restoring all areas to pre-existing conditions.

8. 8”, 12”, & 24” Elbows (11.25°, 22.5°, & 45°) – Bid Item 13 thru 19:

Payment for 8”, 12”, & 24” elbows shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install 8”, 12”, & 24” elbows complete in place.

The price shall include, but not limited to, thrust blocks and restrained joints (detail 43 and 49 on plan sheet 38 and 39), traffic control, saw cutting and removing existing pavement, trenching, valve box, bedding, backfilling, compacting, flushing, pressure testing and restoring all areas to pre-existing conditions.

9. 8” Blind Flange – Bid Item 20:

Payment for 8” blind flanges shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install 8” blind flanges complete in place.

The price shall include, but not limited to, thrust blocks and restrained joints (detail 43 and 49 on plan sheet 38 and 39), traffic control, saw cutting and removing existing pavement, trenching, valve box, bedding, backfilling, compacting, flushing, pressure testing and restoring all areas to pre-existing conditions.

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MEASUREMENT AND PAYMENT 01200-4

10. 8” End Cap – Bid Item 21:

Payment for 8” end cap shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install 8” end cap complete in place.

The price shall include, but not limited to, thrust blocks and restrained joints (detail 43 and 49 on plan sheet 38 and 39), traffic control, saw cutting and removing existing pavement, trenching, valve box, bedding, backfilling, compacting, flushing, pressure testing and restoring all areas to pre-existing conditions.

11. Fire Hydrant W/ Check Valve & Blow-Off Fire Hydrant W/ Check Valve – Bid Item 22 & 23:

Payment for fire hydrant shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install fire hydrant assemblies complete in place per details 45 and 51 on sheets 39 and 40 of the plans and specifications.

The price shall include, but not be limited to, traffic control, saw cutting and removing existing pavement, trenching, connecting to new pipeline, all fittings and piping, fire hydrant and bury, break off flange, break off bolts, restraint joints, stabilizer blocks, gate valve, valve box, NFPA 291 marking, blue Retroreflective Pavement Markers (RPMs), bollards, bedding, backfilling, compacting, placing and removal of temporary pavement, installation of 3’x3’x6” concrete slab around hydrant, removal of existing water main after abandonment to facilitate new hydrant installation, installation of base and finish paving as required, painting, flushing, disinfecting, pressure testing and restoring all areas to preexisting conditions.

12. 1” Service Connection to Existing Meter – Bid Item 24:

Payment for 1” service connections per detail 46 on sheet 39 shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install 1” service connections complete in place per the plans and specifications.

The price shall include, but not be limited to, traffic control, saw cutting and removing existing pavement, trenching, connecting to new pipeline, installation of 1” copper service piping, complete removal and disposal of exiting service pipeline from meter to existing main, new meter box, removal and disposal of existing meter box, replacement of any hardscape/landscape within area of removed/new meter box, corporation stops, angle meter stop, 1” to 3/4” reducer (if required), bronze saddles with double strap, ball valve, bedding, backfilling, compacting, placing and removal of temporary pavement, flushing, disinfecting, pressure testing and restoring all areas to pre-existing conditions.

Note that per California Senate Bill AB 1953, all service brass (except service saddles) installed in any public water system starting January 1, 2010 shall contain no more than

0.25% lead by weight.

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MEASUREMENT AND PAYMENT 01200-5

13. 2” Service Connection to Existing Meter – Bid Item 25:

Payment for 2” service connections per detail 46 on sheet 39 shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install 2” service connections complete in place per the plans and specifications.

The price shall include, but not be limited to, traffic control, saw cutting and removing existing pavement, trenching, connecting to new pipeline, installation of 2” copper service piping, complete removal and disposal of existing service pipeline from meter to existing main, new meter box, removal and disposal of existing meter box, replacement of any hardscape/landscape within area of removed/new meter box, corporation stops, angle meter stop, reducer (if required), bronze saddles with double strap, ball valve, bedding, backfilling, compacting, placing and removal of temporary pavement, flushing, disinfecting, pressure testing and restoring all areas to pre-existing conditions.

Note that per California Senate Bill AB 1953, all service brass (except service saddles) installed in any public water system starting January 1, 2010 shall contain no more than

0.25% lead by weight.

14. Drop Section – Bid Item 26:

Payment for required drop section (whether shown or not shown on the plan) shall be made at the contract price and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install the drop section underneath an existing utility per detail 41 on sheet 38 of the plans.

The bid price shall include but not be limited to the required fittings, restrained joints, additional trench protection, protecting in place all existing utilities, restoring all areas to pre-existing conditions and all other incidentals required to install the drop section. If potholing activities identify an existing utility that conflicts with the minimum required elevation of the proposed pipeline, the contractor shall contact the City to discuss the appropriate means of crossing. All drop sections installed by the contractor shall be verified in the field by the City prior to backfilling. If any drop sections are installed without verification the contractor will not be compensated for this quantity.

15. Air & Vacuum Release Valve – Bid Item 27:

Payment for the Air & Vacuum Release Valve shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install complete in place per detail 52 on sheet 40 of the plans.

The price shall include, but not be limited to, traffic control, saw cutting and removing existing pavement, trenching, connecting to new pipeline, all fittings and piping, curb stop, bedding, backfilling, compacting, placing and removal of temporary pavement, installation of 3’x3’x6” concrete slab around enclosure, enclosure with anchor bolts, installation of base and finish paving on grind and overlay streets as required, painting, flushing, disinfecting, pressure testing and restoring all areas to pre-existing conditions.

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MEASUREMENT AND PAYMENT 01200-6

16. Connection Details – Bid Items 28 thru 67:

Payment for the connections to the existing water main shall be made at the contract price and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install the connection as shown each connection detail on plans.

The bid price shall include but not be limited to the flexible coupling, flanged adaptor, pipe spools, reducers, fittings & bends, traffic control, testing, disinfection, backfill, thrust block, restrained joints, pavement repair, removing portions of interfering pipe, removing pipe directed by the connection detail, removing and salvaging existing appurtenances, protecting in place or removing and replacing all existing utilities, restoring all areas to pre-existing conditions and all other incidentals required to connect to the existing water main not included under other bid items.

Gate valves, butterfly valves and fire hydrants are shown in the connection details shall not be included in the connection details bid price.

17. Connect to Existing 4”, 6”, & 8” Fire Service – Bid Items 68, 69, & 70:

Payment for the connections to the existing 4”, 6”, and 8” fire service shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install the connection as shown on the project drawings as well as the plans & specifications.

The bid price shall include, but not be limited to, pipe, fittings, valves, adaptors, flanges, traffic control, thrust blocks, disinfection, flushing, temporary pavement, protecting in place or removing and replacing all existing utilities and public and private improvements, and restoring all areas to pre-existing conditions.

Payment will be made for each connection to existing 4”, 6”, and 8” fire service completed per Plans and Specifications and accepted by the Engineer. Partial payments for uncompleted connections will not be allowed.

18. Replace In-Kind Decorative Concrete and Concrete Pavers Over 8” Class II AB and 1” SE30 Sand for Leveling Purposes – Bid Item 71:

Payment for the replacement of in-kind decorative concrete and concrete pavers shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install replacement of in-kind decorative concrete and concrete pavers complete in place.

The price shall include, but not limited to, traffic control, saw cutting and removing existing pavers, trenching, bedding, backfilling, compacting, and restoring all areas to preexisting conditions.

19. Unforeseen work not covered within all other bid items – Bid Item 72:

Payment for unforeseen work not covered within all other bid items shall be made at the contract lump sum price and shall constitute full compensation for all labor, material, equipment, and incidentals required. Unforeseen work must be approved by the City staff before doing any work, and pay estimate shall be negotiated based on unit price already established with the bid proposal for this project. Any work required that is outside of the Redlands Regular Meeting of 12-17-2024 885 of 1598
MEASUREMENT AND PAYMENT 01200-7
proposed bid unit cost, shall be performed based on time & material (T&M) basis and T&M cost shall be negotiated and approved by the City staff prior to performing the work.

Unforeseen work will be paid in each billing cycle with a percentage of the lump sum cost included in the bid. This item may or may not be spent entirely.

20. Demobilization – Bid Item 73:

Payment for Demobilization shall be made at the contract lump sum price and shall constitute full compensation for all labor, material, equipment, and incidentals required within Section 01740.

END OF SECTION
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CHANGE ORDER REQUESTS 01251-1
SECTION 01251 CHANGE ORDER REQUESTS

1.1 GENERAL
A. All quotations for preliminary change orders for extras, changes, additions, or deletions to the Work as described in EXTRA WORK of the GENERAL CONDITIONS shall be submitted to the ENGINEER, in writing, on the Change Order Request (COR) Cover Sheet and the Change Order Cost Summary Form, both attached, and in conformance with the requirements of Section 01254 CHANGE ORDERS. The quotation shall be firm for a period of not less than sixty (60) calendar days from the date of receipt of the quotation by the ENGINEER. The CONTRACTOR shall submit its written cost quotation and Time Impact Analysis not later than fifteen (15) days after being requested to provide such quotation, unless the ENGINEER allows more time. Delays in submitting quotations beyond the fifteen (15) days set forth herein, which cause a delay in the issuance of a Change Order or a delay to the completion date of the project, shall not be cause for a claim or a time extension under the Contract.

B. The ENGINEER'S request for quotation on a preliminary change shall not be considered authorization to proceed with the changed work prior to the issuance of a final Lump Sum or Time & Material Change Order, unless directed otherwise, in writing, by the ENGINEER, nor shall such request constitute justification for a delay to the existing Work or a time extension under the Contract.

END OF SECTION
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CHANGE ORDER REQUESTS 01251-2
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CHANGE ORDER REQUESTS 01251-3
Change Order Cost Summary
Project Name :

Change Order Request No. :

Date :

Direct
Labor
Direct
Materials
Direct
Equipment
(1): Lump Sum Work by
$0.00 $0.00 $0.00
Prime Contractor
(2): "T&M" Work by
$0.00 $0.00 $0.00
Prime Contractor
(3): Subtotal - Direct Work
$0.00 $0.00 $0.00
(Prime Contractor)
(4): All Lump Sum Work by
$0.00 $0.00 $0.00
subcontractors (any tier)
(5): All "T&M" Work by
$0.00 $0.00 $0.00
subcontractors (any tier) Totals
(6): Subtotal - Direct Work
$0.00 $0.00 $0.00 $0.00
(all subcontractors)
Add each of the
(3)+(6)=(7): Total - Direct Costs
$0.00 $0.00 $0.00
three columns
$0.00
across and enter
to the right.
(8): Markup
(20%
of
direct
labor)
(15% of
direct mat'l)
(15% of
direct equip)
$0.00 $0.00 $0.00 $0.00
(9): Prime Contractor
Markup 10% of line (6) direct sub work up to $5,000
for subcontractors plus 5% of line (6) direct sub work over $5,000
(10): Bonds & Insurance 1% of line (7)
$0.00
all direct work
(11): Additional amount
permitted by Contract
(12): GRAND TOTAL Add sums of lines)
$0.00
(7), (8), (9), (10) and (11)
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CHANGE ORDERS 01254-1
SECTION 01254 CHANGE ORDERS

PART ONE -- GENERAL

1.1 REQUIREMENTS
Payment to the Contractor, or credit to the City, for any change, addition, deletion or extra to the Work, or settlement of any Claim, covered by any Change Order, shall be determined by the methods set forth herein. The Engineer may change the Plans and Specifications, character of the Work, or quantity of Work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed twenty-five percent (25%) of the Contract Price. Should it become necessary to exceed this limitation, the change shall be by written Supplemental Agreement between the Contractor and the City, which shall be executed by a Change Order.

Unless otherwise stipulated, “Unit Prices” include all costs necessary to furnish, install and complete the Work. The “Unit Prices” include all direct costs for labor, equipment and materials, all insurance and bond costs, all field and office supervisors and assistants, all onsite project administration, security costs, the cost of small tools and consumables, incidental job burdens, and all general home office expenses and no separate allowance will be made therefor. Assistants to field and office supervisors include all clerical, stenographic, and general office help. Incidental job burdens include, but is not limited to, office equipment and supplies, temporary toilets, telephone, utilities, safety equipment, warning devices, personal protective equipment, and conformance to OSHA requirements. Project administration includes, but is not limited to, review and coordination, estimating, engineering, scheduling, and expediting relative to Change Orders, and updating and furnishing Record Drawings to incorporate changes, schedule update, supervision not applied solely to the Work of the Change Order, home office salaries and expenses, and City of Redlands Business Tax.

A. Unit Prices
Unit prices stipulated in the Bid or itemized in the approved Schedule of Values shall be utilized, where they are applicable and determined reasonable by the Engineer. In the event that the Change Order results in a change in the original quantity of more than twenty-five percent (25%), either increase or decrease, then either the Engineer or the Contractor may request a review of the unit price to determine if a new unit price shall be mutually determined by negotiation. Any new unit price mutually determined under this Subsection shall only apply to the units in excess of one hundred twenty five percent (125%) of the original quantity for overruns. In case of underruns, the unit price stipulated in the Bid shall be applied to the first twenty-five percent (25%) of the actual quantity of work performed and the new mutually determined price shall be applied to the quantity between twenty-five percent (25%) and seventy-five percent (75%) of the original quantity.

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Renegotiated unit prices or unit prices for new items added to the Contract by Change Order shall be determined in accordance with Subsections B through G.

Whether stipulated in the Bid, itemized in the approved Schedule of Values or renegotiated, the unit prices used for payment constitute the total adjustment with no further costs owed for overhead, impact, profit, delay or impact to unchanged portions of the Contract, or any other reason. The unit price shall be full and final compensation as described in Subsection D.

The cost proposals for renegotiated unit prices shall be presented in accordance with the provisions of Subsections B through G. Should any Bid Item be deleted in its entirety, the amount bid for that bid item shall be subtracted from the total Contract amount. The Contractor shall be paid only for the actual cost incurred prior to the notification of such deletion for that Bid Item.

B. Lump Sum
The Engineer and the Contractor may mutually determine a total sum for the Extra Work. The Contractor shall summarize the total cost and furnish a breakdown of the proposed lump sum costs satisfactory to the Engineer in accordance with Subsections B through G. Such lump sum costs shall be full and final compensation as described in Subsection D. The Contractor’s quotation shall conform to the requirements of Section 01251- Change Order Requests, and be submitted in the Change Order Cost Summary Form provided (see Attachment 01251-A1). The Change Order Cost Summary Form cannot be used to nullify or supercede any specification or contractual provision.

If the method or amount of payment cannot be agreed prior to performing the Extra Work, the Engineer may unilaterally issue a Change Order in the amount determined reasonable by the Engineer for the Extra Work and direct the Contractor to proceed immediately. The Engineer also has the option to issue a Change Order directing the Work be done on a Time and Materials basis with the Contractor providing all labor, equipment, and materials necessary to complete the Work in a satisfactory manner and within a reasonable period of time.

Estimates for lump sum quotations and accounting for Time and Materials work shall be limited to direct expenditures necessitated specifically by the subject Extra Work, and shall be segregated as follows:

1. Labor, up to and including working general foremen, who are directly assigned to the Extra Work. Employees identified as superintendents or non-working general foremen shall not be charged as labor on Extra Work.

The labor costs shall include actual documented payroll costs including wages, payroll taxes as established by law (i.e., FICA, Federal and State Unemployment Taxes), fringe benefits as established by negotiated labor agreements, and any insurance costs (such as Worker's Compensation and General Liability Insurance but shall not include Automobile Liability Insurance or any other insurance costs). A detailed breakdown of those Redlands Regular Meeting of 12-17-2024 893 of 1598
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subcomponents of labor costs, by all crafts shall be submitted to the Engineer, by the Contractor and all Subcontractors, for approval, as part of the documentation of labor costs, within ten (10) working days after issuance of the Notice to Proceed. No other subcomponents of labor costs shall be considered, unless approved in writing by the Engineer.

The labor cost is not allowed to be increased by using labor classifications with paygrades higher than necessary to accomplish the Work.

2. Materials: The cost of materials used in performing the Extra Work will be the cost, including sales tax and freight, to the purchaser, whether Contractor, Subcontractor or other forces, from the supplier thereof, except as follows:
a. Cash or trade discounts available to the purchaser shall be credited to the City notwithstanding the fact that such discounts may not have been taken by the Contractor.
b. For materials secured by other than a direct purchase and direct billing to the purchaser, the cost shall be deemed to be the price paid to the actual supplier as determined by the Engineer. Supplier markup, except for actual costs incurred in the handling of such materials, will not be allowed.
c. Payment for materials from sources owned wholly or in part by the purchaser shall not exceed the price paid by the purchaser for similar materials from said sources on contract items or the current wholesale price for such materials delivered to the Jobsite, whichever price is lower.
d. If, in the opinion of the Engineer, the cost of materials is excessive, or the Contractor does not furnish satisfactory evidence of the cost of such materials, then the cost shall be deemed to be the lowest current wholesale price for the quantity concerned, delivered to the Jobsite less cash or trade discount. The City reserves the right to furnish materials for the Work and no claim shall be made by the Contractor for costs and profit on such materials.
e. For the purposes of this Section, a "Supplier" is defined as any person or persons, firm or business, who supplies materials of construction and/or permanent equipment, but who does not perform any portion of the Work of the Contract on site, for the Contractor, except that labor or labor supervision which may be required by some manufacturers as part of their equipment installation for warranty or other purposes.

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3. Equipment Costs, including ownership, lease or rental costs, as well as operating costs, for individual equipment units whose replacement value is in excess of $500. Transportation and set up costs shall be included, but only if the equipment is imported to the worksite solely to perform work on the Extra Work described in the Change Order and the Contractor can demonstrate that the changed work cannot or could not be performed economically with equipment already at the site. Equipment costs shall be determined in accordance with the requirements set forth in Subsection G.

4. Small tools, equipment, consumables and incidental costs: No separate payment will be made for the use of small tools or equipment with a replacement value of $500 or less. This applies to tools and equipment owned by the Contractor or its subcontractors of any tier. Also, no separate payment will be made for fuel, lubricants, tool or equipment repairs, tool or equipment maintenance, consumables, drinking water, sanitary facilities or other incidentals. These costs are already included as a part of Markup.

5. Subcontractor Costs, including their overhead and profit, provided that such costs are direct costs to the Contractor for performing the Extra Work as set forth in Subsections B through G.

C. Time and Materials Work
The costs of all Changed/Extra Work submitted under the Time and Materials (T&M) method shall be formulated in accordance with the provisions of Subsections B through I.

Unless otherwise stipulated on the Change Order, the “Not-to-Exceed” amount for all T&M Change Orders is $10000. The Contractor is responsible for tracking costs and for notifying the Engineer in writing when costs approach 50% and 75% of the “Not-to-Exceed” amount. In addition, if the Changed/Extra Work cannot be completed within the “Not-to-Exceed” limit, the Contractor shall notify the Engineer in writing, and in a timely manner, that the limit requires an increase.

The City will only reimburse eligible costs up to the “Not-to-Exceed” amount.

The Contractor shall notify the Inspector at the beginning of each day when Changed/Extra Work is being performed. The Contractor shall notify the Inspector of the Changed/Extra Work being performed and describe the personnel involved, whether by Contractor forces or by its subcontractors at any tier. Failure to notify the Inspector prior to the start of Changed/Extra Work serves as the Contractor’s waiver to claim for compensation on that day.

For each working day, the Contractor shall submit a “Daily Extra Work Report” (DEWR) to the Inspector. The “Daily Extra Work Report” shall summarize labor, Redlands Regular Meeting of 12-17-2024 895 of 1598
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equipment and materials supplied. The Inspector will only consider Forms that are properly completed as described below.

1. Separate forms must be used for labor and for equipment/materials.

2. Labor, equipment, material or expenditures that are not included on The DEWR are ineligible for payment. There will be no exceptions to this requirement. It is the responsibility of the Contractor to include any and all items of labor, equipment, or material for which it requests compensation for each day’s work completed.

3. Information required on the Labor form shall include name of personnel, personnel classification, and only the number of hours worked on Changed/Extra work for the day being reported. Since the overhead allowance already includes all necessary supervision, any hours for additional supervision or non-working foremen are ineligible for additional payment. The premium pay for a general foreman is eligible for payment only if the general foreman is a working foreman and a general foreman was required by a Union Labor Agreement or otherwise approved by the Inspector. The general foreman rate is eligible for payment only during the time that a general foreman was required for the Changed/Extra Work.

4. Information required on the Equipment/Material shall include Contractorowned equipment and/or tools, and rented equipment or tools for which compensation is requested. Information shall include the type of equipment, size of equipment, equipment identification number, appurtenances, and only the number of hours worked on the Changed/Extra work.

5. The only allowable materials are materials delivered to the job site and/or incorporated only into the Changed/Extra work. The allowable materials shall be listed on the T&M sheet for the day that they are delivered to the job site and/or incorporated into the Changed/Extra work.

6. Delivery ticket(s) and/or bill(s) of lading for rental equipment and/or tools delivered to the site and/or material incorporated into the work for the day being reported must be attached with the T&M sheet for that day. No payment will be allowed for materials and/or rented equipment unless receipt(s) or bill(s) of lading is attached. If the request for payment is not substantiated by original vendor/supplier invoices, acceptable copies of original invoices, or other documentation acceptable to the Inspector, the City may establish the cost of the item(s) at the lowest possible wholesale price or rental rate applicable while the work was being performed.

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7. Failure to submit the required “Daily Extra Work Report of Time and Material Work” by the close of the next working day shall waive all rights for that day unless otherwise approved by the Inspector. Work that cannot be substantiated by a “Daily Report”, approved and signed by the Inspector, is ineligible for payment.

8. The Contractor is responsible for preparing the “Daily Extra Work Report” for work by its Subcontractors and submitting the Forms to the Inspector on time.

9. The Contractor must have each “Daily Extra Work Report” verified by the Inspector. After the “Daily Extra Work Report” is approved by the Inspector, both the Contractor and Inspector sign the report. The original “Daily Extra Work Report” is retained by the Inspector with a copy provided to the Contractor.

10. When the “Daily Extra Work Report” is signed by the Inspector and the Contractor, it is binding on the Contractor and its Subcontractors.

11. When agreed to by the Inspector, the Contractor may submit a supplemental “Daily Extra Work Report” for labor, materials, or equipment for which the Contractor requests compensation but failed to list on the original daily report.
a. These supplemental forms shall be marked “SUPPLEMENTAL”. b. Unless otherwise approved by the Inspector, the supplemental forms may only be submitted for approval up to two (2) working days following the date when the work was performed.

No payment will be allowed for labor, materials, or equipment included on T&M sheets not signed by the Contractor and the Inspector. Payment will not be allowed for labor, materials, or equipment included on T&M sheets signed by anyone other than the Inspector or the Inspector’s immediate supervisor.

D. General
It is the intent of the City to settle all Change Orders full and final at the time the Change Order is issued. Therefore, the following paragraph shall be made a part of all Change Orders, whether included or not on the actual change order:
“The compensation (time and cost) set forth in a Change Order comprises the total compensation due the Contractor, all Subcontractors, and all Suppliers, for the Work or change defined in the Change Order, including impact on unchanged work. By signing the Change Order, the Contractor acknowledges and agrees on behalf of himself, all Subcontractors, and all Redlands Regular Meeting of 12-17-2024 897 of 1598
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Suppliers, that the stipulated compensation includes payment for all work contained in the Change Order, plus all payment for the interruption of schedules, extended field overhead costs, delay, and all impact, ripple effect or cumulative impact on all other work under this Contract. The signing of the Change Order indicates that the Change Order constitutes full mutual accord and satisfaction for the change, and that the time and/or cost under the Change Order constitutes the total equitable adjustment owed the Contractor, all Subcontractors, and all Suppliers as a result of the change. The Contractor, on behalf of himself, all subcontractors, and all Suppliers, agrees to waive all rights, without exception or reservation of any kind whatsoever, to file any further claim related to this Change Order.

No further claim or request for equitable adjustment of any type for any reasonably foreseeable cause shall arise out of or as a result of this Change Order or the impact of this Change Order on the remainder of the Work under this Contract.”
Costs which shall not be paid in Change Orders under this Contract include, but are not limited to, interest costs of any type; claim preparation or filing costs; legal expenses; the costs of preparing or reviewing proposed Change Orders or Change Order proposals; lost revenue; lost profits; lost income or earnings; rescheduling costs; costs of idled equipment when such equipment is not at the site or has not yet been employed on the Work; lost earnings or interest on unpaid retainage; claims consulting costs; and the costs of corporate officer or staff visiting the site; any compensation due to the fluctuation of foreign currency conversion or exchange rates; loss of other business; changes in taxes or increased tax rates of any kind or any costs identified as unallowable under the provisions of the Federal Acquisition Regulations.

Extensions of time shall be based solely upon the effect of delays to the Work as a whole. Extensions of time shall not be granted for delays to the Work, unless the Contractor can clearly demonstrate, through analysis of the current updated schedule, that the delay to the Work as a whole arose or will arise from causes other than normal weather, beyond the control and without fault or negligence of the Contractor, or any Subcontractor, at any tier, and that such delays did or will, in fact, delay the progress of the Work as a whole. The Contractor shall not be entitled to a time extension unless it submits a Time Impact Analysis which is a calculation of the extent of the delay to the end date of the Work and which shows that the Work has been or will be extended beyond the current Contract completion date. A Time Impact Analysis is a scheduling procedure which utilizes the networking techniques (fragnets) and a written analysis of the facts associated with the alleged delay to demonstrate the effect of the alleged delay on the critical path of the schedule. A "fragnet" is defined as a sequence of new activities and/or activity revisions that are proposed to be added to the existing current updated schedule to demonstrate (mathematically and graphically) the influence of the alleged delay on the end date of the Work and shall be the sole method for incorporating delays and impacts into the schedule. The objective of a Redlands Regular Meeting of 12-17-2024 898 of 1598
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Time Impact Analysis is to pinpoint, isolate, and quantify all time impact associated with a specific issue and determine its time relationship to past or current delays. Time extensions shall not be allowed for delays to parts of the Work that are not on the critical path of the currently approved monthly updated project schedule. Time extensions shall not be granted, nor delay damages of any kind whatsoever paid to the Contractor, until all available float, slack, or contingency time on the project is used and the end date of the Work is moved beyond the current, adjusted Contract completion date.

The cost summary, cost breakdowns and requests for cost reimbursement submitted by the Contractor (for delay, disruption, hindrance and interference associated with the changes, additions, deletions or extras) shall be itemized in a manner that, with mathematical certainty and without reliance upon probabilities or inferences, segregates the direct, actual reimbursable costs associated with each individual, change, addition, deletion, extra and (on an event-by-event basis) each individual delay or disruption event. Such cost summaries, breakdowns or requests shall not be based, in whole or in part, upon any methodology (such as “total cost” or “modified total cost” methodologies) that purports to calculate the Contractor’s additional costs of performance of the extra, change, addition or deletion (including without limitation the additional costs of delay, disruption or other impact) based on the difference between Contractor’s total actual Project or line item costs (with or without fee) and its original bid estimate for the Project or any original bid estimate line item. In connection with the foregoing, Contractor represents and warrants that it has the ability to generate and maintain complete and accurate cost accounting records that will reflect (i) the actual costs incurred or saved for each individual item of Extra Work, change, addition, deletion (including without limitation any costs of associated delay, disruption, interference, hindrance and the cumulative impact of each extra, change, addition, deletion on other parts of the Work); and, (ii) on an event-by-event basis, the effect of each delay or disruption that forms the basis of each request for extension of time, regardless of their scope, number, complexity, cumulative effect, or time of issuance or occurrence.

Except as provided in Section 6-6 of the General Conditions, Contractor shall have no right to recovery of any compensation, costs, expenses or damages resulting from delay, disruption, interference, or hindrance in the performance of the Work (including without limitation interruption of schedules, excess or extraordinary extended field and indirect overhead costs, loss of productivity and the impact, ripple or cumulative effect on other Work).

Contractor waives any claim or rights and remedies based on abandonment, quantum merit, rescission or other similar legal theory by reason of any of the following circumstances, which the Contractor acknowledges and agrees are within the reasonable contemplation of the parties: (i) changes, additions, deletions and extras to the Work after execution of the Contract and issued from time to time throughout the period of construction, regardless of their scope, Redlands Regular Meeting of 12-17-2024 899 of 1598
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number, cumulative value, or complexity, to correct errors, omissions, conflicts, and ambiguities in the Contract Documents, or to implement discretionary changes to the scope of Work requested by the City; (ii) the issuance and performance of changes, additions, deletions and extras in a manner that is not in sequence with the as-built or as-planned progress of the Work; (iii) changes due to Differing Site Conditions; (iv) suspensions of the Work or parts thereof, or limitations on access to portions or all of the Work, for the convenience of City or in the interests of the Project; (v) delay or disruption to the Work due to failure of the City, Engineer or Inspector to timely perform any contractual obligation.

E. Markups – Overhead and Profit

1. In addition to the direct expenditures specified for labor, materials and equipment in Subsection B, a lump sum will be paid for all overhead and profit, including: All insurance costs other than specifically mentioned in this Section, all field and office supervisors and assistants, all onsite project administration, security costs, the cost of small tools and consumables, incidental job burdens, and all general home office expenses and no separate allowance will be made therefor. Assistants to field and office supervisors include all clerical, stenographic, and general office help. Incidental job burdens include, but is not limited to, office equipment and supplies, temporary toilets, telephone, utilities, safety equipment, warning devices, personal protective equipment, and conformance to OSHA requirements. Project administration includes, but are not limited to, review and coordination, estimating, engineering, scheduling, and expediting relative to Change Orders, and updating and furnishing Record Drawings to incorporate changes, schedule update, supervision not applied solely to the Work of the Change Order, home office salaries and expenses, and City of Redlands Business Tax. Such lump sum shall conform to the following schedule of percentages of the total amount of direct expenditures of the Contractor and subcontractors.
(a) Work by Contractor. The following percentages shall be added to the Contractor’s costs and shall constitute the markup for all overhead and profits:
1) Direct Labor 20%
2) Direct Materials 15%
3) Direct Equipment 15%
(b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in (a) shall be applied to the Subcontractor’s actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

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2. Bonds and Insurance
An additional allowance of one percent (1%) of all direct costs (less markup) is allowed.

3. Add/ Deduct Changes
The overhead rates determined above shall be applied to all additive Change Orders, except those utilizing as-bid Unit Prices listed in the Bid Proposal.

Any change in the Work involving both extras and credits shall show a net total cost, including subcontracts. Allowances for overhead and profit to the net total cost, as specified herein above, shall be applied if the net total cost is an extra; overhead and profit allowances shall not be applied if the net total cost is a credit. The estimated cost of deductions shall be based on labor and material prices on the date the Contract was signed.

4. When all or any part of the extra work is performed by a Subcontractor, the markup established in subsection 1.1.E.1 shall be applied to the Subcontractor’s actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

F. City Furnished Materials, Equipment and Services
The Engineer reserves the right to furnish materials, equipment and services deemed expedient for use on the Changed/Extra Work. The Contractor shall have no claim for profit or overhead on the cost of such materials, equipment and services.

G. Equipment Costs
The rates for rental or leased equipment shall not exceed the rates listed in the Caltrans Labor Surcharge and Equipment Rental Rates (Caltrans LS&ERR). For T&M Change Orders, the rates are established by the actual paid invoice(s) that comply with the requirements of Subsections G.1 and G.3. Owned equipment costs shall not exceed the rates established by Subsection G.2. The most recent published edition in effect at the commencement of actual equipment use shall be used.

The rates paid for any rented or leased equipment or tools shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance and all incidental costs associated with the operation of the equipment or tools.

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It is the responsibility of the Contractor to include any appurtenances added to equipment which would increase the basic rate for said equipment (i.e., hoe-ram, oversize bucket, and etcetera) as established in the acceptable rental rate guide.

All equipment and/ or tools shall be acceptable to the Inspector, in good working condition, suitable for the purpose for which it is to be used, and necessary to complete the Changed/Extra Work. Payment will be based on the manner in which the equipment was actually powered, operated and modified per the equipment manufacturer’s recommendations.

1. Rented or Leased Equipment
For equipment rented or leased (including lease with purchase option) in arm's length transactions from outside vendors, the Contractor shall be paid the actual invoiced, rented or leased rates provided that the invoiced lease or rental rates do not exceed the rates set forth in the Caltrans LS&ERR. Arm's length rental or lease transactions are those in which the firm involved in rental or lease of such equipment is not associated with, owned by, have common management, directorship, facilities, or stockholders with the firm renting the equipment. Submittal by a Contractor of a rental or leased invoice from the lessor will be prima facie proof of compliance with the above. However, such invoices are not conclusive proof; if questioned, the burden of proof remains with the Contractor. In no event shall the leased equipment rate billed to the City be at rates exceeding those prescribed in the following table:

Actual Usage (Change Order
& Contract Work Combined) Payment Category
Less than 8 hours Hourly Rate
8 or more hours but less than 7 days Daily Rate
7 or more days but less than 30 days Weekly Rate
30 calendar days or more Monthly Rate
a. When in Use:

Actual equipment use time documented by the Inspector shall be the basis that the equipment was utilized on the changed work and paid for under the Change Order. In addition to the lease or rental rate, equipment-operating costs shall not exceed the estimated hourly operating rate as set forth in the Caltrans LS&ERR. The hours of operation shall be based upon actual equipment usage on the changed work as recorded by the Inspector. For multiple shift work sequences, the allowable equipment rate shall not exceed fifty percent (50%) of the base rate, for second or third shifts. b. When Idle:

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Idle equipment is equipment on site and necessary to perform the Work under the change but not in actual use due solely to the impact of the changed work. Equipment operating costs due to idle time, documented by the Inspector, shall be paid at the rate determined in “G” (1) above. Idle time shall include a reasonable time allowance to and from the project site.

Payment for equipment or tools shall be limited to hours actually worked on the Changed/Extra Work if the equipment or tool is already on site for Work under the original Contract. No “standby” time will be paid for equipment already on site for Work under the original Contract.

If equipment or tools are used intermittently and, when not in use, could be returned to the rental source at less expense than holding it at the work site, it shall be returned, unless the Contractor elects to keep it at the work site at no expense to the City.

2. Owned and Other Equipment
Equipment rates for owned equipment or equipment provided in other than arm's length transactions shall not exceed the total hourly costs as set forth in the Caltrans “Labor Surcharge and Equipment Rental Rates” effective at the time the work is performed. (The Caltrans equipment rental rates are available on the internet at
http://www.dot.ca.gov/hq/construc/equipmnt.html.) If the equipment is not listed in Caltrans LS&ERR, then the Rental Rate Blue Book shall be used. When using the Blue Book, the hourly rate for any period less than 7 days shall be the weekly rate divided by 40, plus the Operating Cost.

Except as noted herein below, this equipment hourly rate plus the estimated operating cost per hour from the Blue Book will be paid for each hour the equipment actually performs the Extra Work. Daily records listing the equipment units and their respective operators, identification code, and actual usage on the Work under the Change Order, as certified at the end of each work day (or work shift if the Work is being performed in multiple work shift sequence) by the Inspector shall be the record upon which actual equipment use shall be based. For multiple shift work sequences, the Caltrans overtime factor shall be applied (When using the Blue Book one-half the Non-Operating Cost will be deducted for second and third shifts. The Non-Operating Costs are the Blue Book monthly or weekly/40 rates, as applicable.). It is agreed that this rate shall represent payment in full for all the Contractor’s direct costs.
a. When Idle:

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Payment for equipment necessary to be on the site to complete the Work, but not in actual use due solely to the impact of the changed work, shall be paid per the table in Caltrans Standard
Specifications Section 9-1.03A(3b), provided that its presence and necessity on the site has been documented by the Inspector, and further provided that the equipment was idled solely by actions of the City. Idle equipment time will only be paid as a function of delays specifically directed or caused by the City's actions. In no event shall the idle time claimed in a day for a particular piece of equipment exceed the normal work schedule established for the project - usually eight (8) hours per day or forty (40) hours per week, and excluding Saturdays, Sundays, and holidays. For multiple shift work sequence, the allowable idle equipment rate shall not be allowed, for second or third shifts. It is agreed that this rate shall represent payment in full for all the Contractor’s direct costs.

3. Equipment Haulage and Set Up Costs
Documented and actual equipment haulage and set up costs shall be paid for, if applicable as set forth in Subsection B.3.

4. Other Equipment Cost Guides
In the event that a piece of equipment used on a Change Order is not listed in Caltrans or the Blue Book, costs may be derived from the Associated General Contractor’s of America Equipment Ownership Guide, the Associated Equipment Dealers Guide, or the Equipment Rate Guide published by the U.S. Army Corps of Engineers as adjusted appropriately for the type of work and use and the regional area of the Work under this Contract.

H. Records
At any time should the Contractor deviate substantially from the schedule, method and sequence of operation, equipment, cost or pricing data furnished by the Contractor and agreed to by the City in connection with the Change Order or should the City determine that any price negotiated in connection with the Change Order is defective due to such deviation or the fault of the Contractor, the City reserves the right to reduce the Change Order cost and reissue the Change Order at the amount in which the City determines to be the actual costs to complete the change.

Whenever any material or process is indicated or specified by patent or a proprietary name, or by name of a manufacturer in the Change Order, such direction shall not relieve the Contractor’s responsibility or obligation to perform Redlands Regular Meeting of 12-17-2024 904 of 1598
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work in accordance with the contract requirements. The Contractor shall be solely responsible for, and have control over construction means, methods, techniques, sequences and procedures, coordination of all portions of the contract and Change Order work.

The Contractor shall on a weekly basis submit an approximate accounting of the amount expended on the Time and Materials work to date and an estimate of the Impact to the time of performance of work.

I. Partial Payments for Time and Materials Work.

Progress payments for Time and Materials work shall only be made if the anticipated cost of the changed work is in excess of $50,000 and/or the time to perform the changed work will exceed two (2) months duration. To receive payments for Time and Materials work, the Contractor shall submit to the Engineer an invoice of the daily reports which were verified by the Inspector, with details and documents, verifying the Contractor’s and Subcontractor's actual costs incurred for the Time and Materials work as set forth in Subsections B through H. Costs shall be submitted within thirty (30) calendar days after the T&M work has been satisfactorily completed unless an extension of time for submittal is authorized in writing by the Inspector.

END OF SECTION
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SECTION 01298 SCHEDULE OF VALUES

1.1 GENERAL
A. The Schedule of Values shall be used as a basis for determining progress payments on a lump sum contract or any designated lump sum bid item. The Schedule of Values shall be a schedule of cost loaded construction activities equal, in total, to the lump sum bid and shall be in such form and sufficient detail to correctly represent a reasonable apportionment of the lump sum. Prior to submitting an invoice for payment, the CONTRACTOR shall have submitted a detailed Schedule of Values and obtained approval from the ENGINEER.

B. Each lump sum bid item on the Schedule of Work and Prices, as set forth in the Bid must be broken down separately. The breakdown of each lump sum bid item must cover the cost of construction required by the contract documents for that item. The sum of the values for the construction activities, within a bid item, must equal the total bid amount for that item. The breakdown shall include subcontract amounts which shall not deviate from the amounts submitted in the Bid Proposal. The CONTRACTOR shall provide certification from the Subcontractors certifying the subcontract amounts.

C. Each activity in the Schedule of Values shall delineate one construction activity.

For example, the placement of concrete between construction joints, the construction of an electrical duct bank or pipeline between points A & B. The costing for each activity should include all costs for the labor and materials or equipment required to complete the activity. For example, concrete construction activities should include all costs for the forming, placing of reinforcement, placing concrete and curing. The cost for pipeline construction activities should include materials, equipment and installation including pipeline supports or thrust blocks. The excavation and backfill for a pipeline or structure may be separate activities. The Contract Price breakdown shall include the itemized costs for the plant establishment and any maintenance services to be performed before the final project acceptance is made. No non-construction activity shall be cost loaded.

D. The CONTRACTOR shall use cost loaded construction activities from the Construction Schedule as a Schedule of Values. Each construction activity shall be encoded to its bid item and a sort provided for each bid item totaling the cost loaded amount. The total of the Cost Loaded amounts for each bid item shall equal the amount bid for that item. The total of the Schedule of Values shall equal the current Contract value at all times. At any time during the progress of the Work of the Contract the INSPECTOR reserves the right to review the cost loading of the Schedules of Values and direct necessary revisions. When requested by the INSPECTOR, the CONTRACTOR shall provide all information necessary to substantiate the cost loading.

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E. Attached are samples of the Schedule of Values. The City will provide project specific Schedule of Values for the CONTRACTOR to use throughout the project at the Preconstruction Meeting. The Schedule of Values must be used by the CONTRATRACTOR at the time of each progress payment.

END OF SECTION
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Redlands Regular Meeting of 12-17-2024 909 of 1598
CONSTRUCTION SCHEDULE 01321-1
SECTION 01321 CONSTRUCTION SCHEDULE

1. THE REQUIREMENT
A. It is expressly understood and agreed that the time of beginning, the rate of progress, and the time of completion of the Work are of the essence of this Contract.

B. The CONTRACTOR’S representative in charge of scheduling is required to attend all meetings pertaining to scheduling and progress of the Work.

C. The CONTRACTOR shall submit to the ENGINEER 3 hard copies and the electronic file of the CONTRACTOR'S Construction Schedule (the schedule) at the time of the preconstruction meeting. The schedule shall be either a Critical Path Method (CPM) Network or a detailed Bar Chart with the critical path clearly shown. If the CPM network option is used, then Primavera Project Management or Microsoft Project shall be the scheduling software. If a detail Bar Chart is used, Microsoft Excel shall be the software utilized. The schedule shall include the following:

1. Activity ID,

2. Activity Description,

3. Start date for each activity,

4. Finish date for each activity,

5. Original duration,

6. Predecessor,

7. Successor,

8. Percent Complete,

9. Remaining Days.

A minimum of seven (7) calendar days for review of each schedule. Schedule activities shall be of sufficient detail to assure adequate planning has been done for proper execution of the Work and such that, in the sole judgement of the ENGINEER, it provides an appropriate basis for monitoring progress. The schedule shall begin with the date of issuance of the Notice to Proceed and conclude with the date of Final Completion shown in the Contract. Submittal and approval of the schedule in accordance with the requirements of this Section is a condition precedent to the issuance of any payments under this Contract. Once the schedule is approved it will become the baseline schedule and must be shown and compared on all subsequent schedule submittals.

D. Float, slack time, or contingency within the schedule (i.e., the difference in time between the project's early completion date and the required Contract Completion date), and total float within the schedule, is not for the exclusive use of either the CITY or the CONTRACTOR, but is a jointly owned expiring resource available to and shared by both parties. Pursuant to this float sharing requirement, use of Redlands Regular Meeting of 12-17-2024 910 of 1598
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float suppression techniques shall be cause for rejection of the schedule and any revisions or updates.

E. Time extensions shall not be granted nor delay damages paid until a delay occurs which is beyond the control and without the fault or negligence of the CONTRACTOR and its Subcontractors or Suppliers, at any tier, and which extends actual performance of the Work beyond the current Contract completion date and the completion date projected by the current, approved, updated schedule. If the delay occurs along a path, which the current approved Construction Schedule update projects late completion prior to addition of any CITY caused delay, then the time extension allowed will be only for the additional delay demonstrated by the approved Time Impact Analysis. Time extensions shall be granted only if they are clearly demonstrated by the CONTRACTOR through the submittal, within seven (7) calendar days after the delay occurs, of a Time Impact Analysis which demonstrates the estimated impact on the end date of the Work; is based upon the updated Construction Schedule current as of the month the delay occurred; and demonstrates that the delay cannot be mitigated, offset, or eliminated through such actions as revising the intended sequence of Work or other means.

If a time extension if granted by the CITY, the updated schedule reflecting the change shall become the baseline and be reflected schedule and must be shown and compared on all subsequent schedule submittals.

Since float time within the Construction Schedule is jointly owned, it is acknowledged that CITY caused delays on the project may be offset by CITY caused time savings (e.g. critical path submittals returned in less time than allowed by the Contract or approval of substitution requests which result in a savings of time to the CONTRACTOR). In such an event, the CONTRACTOR shall not be entitled to receive a time extension or delay damages until all CITY caused time savings are exceeded and the Contract completion date is also exceeded.

F. If the initial schedule submitted shows completion of Work more than thirty (30) calendar days in advance of the Contract completion date, the ENGINEER may, at no cost to the CITY, decrease the Contract duration by issuance of a Change Order which changes appropriate Milestone Date(s) and the Contract completion date to the completion date reflected on the schedule. Any approved schedule, revision, or update having an early completion date shall show the time between the early completion date and the Contract completion date as "project float".

G. Comments made by the ENGINEER on the schedule during review will not relieve the CONTRACTOR from compliance with all requirements of the Contract. The ENGINEER may request that the CONTRACTOR and all major Subcontractors (defined herein as being any Subcontractor, Sub-Subcontractor, or Supplier with five (5) percent or more of the value of the Contract) participate in Redlands Regular Meeting of 12-17-2024 911 of 1598
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review of any schedule submission. All revisions shall be submitted within seven (7) calendar days after the ENGINEER’S review.

H. Two copies of an updated schedule shall be submitted to the ENGINEER for approval with the submittal of each CONTRACTOR'S monthly payment request or the monthly payment request will be withheld. For those activities started but not yet completed at the time of submittal, the updated schedule shall reflect the percentage complete, as agreed between the CONTRACTOR and the INSPECTOR, and an estimate of the remaining duration. The monthly update of the schedule shall include an updated bar chart with logic arrows or network diagram and include the same additional data as required by Section 1.C. If the CPM network option is used, the schedule shall be calculated using remaining durations and the progress override option. The monthly update shall also include a complete, hard copy list of all the changes made from the previously approved submittal. If the schedule is done using Primavera, use a Claim Digger report for the list of changes.

I. The submittal of an updated schedule which meets the requirements of this Section, accurately reflects the status of the Work (for all previously accepted activities), and incorporates all approved changes into the schedule, shall be a condition precedent to the processing of the monthly payment application. (Actual and/or forecast dates for status of additional submittal cycles shall be added without the prior approval of the Engineer.) Updated schedules shall also be submitted at such other times as the ENGINEER may direct. Upon approval of a Change Order or issuance of a notice to proceed with a change, the approved change shall be reflected in the next schedule update.

J. If completion of any part of the Work, delivery of equipment or materials, or submittal of CONTRACTOR submittals is behind schedule and will impact the end date of the Work, the CONTRACTOR shall submit a written recovery plan acceptable to the ENGINEER for completing the Work by the current Contract completion date, if requested by the ENGINEER.

K. As a condition precedent to the release of any retained funds, the CONTRACTOR shall, after substantial completion of the Work has been achieved, submit a certified, final schedule which accurately reflects the manner in which the project was constructed and includes actual start and completion dates for all activities on the schedule.

END OF SECTION
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CONSTRUCTION PROGRESS PHOTOGRAPHY 01322-1
SECTION 01322 CONSTRUCTION PROGRESS PHOTOGRAPHY

1.1 GENERAL
A. Required: Provide photographs taken at the Jobsite at the specified stages of Contracted Work in accordance with provisions of this Section.

1. The Contractor shall provide the City with photos with addresses identifying each property location, the direction the photograph was taken (facing North, South etc).

2. Take first photographs just before CONTRACTOR starts any work operations at the Jobsite.

3. Take final photographs when all Contracted Work has been completed, regardless of time interval since previous photographs were taken.

1.2 SUBMITTALS
Except as otherwise directed by the ENGINEER, submit all photographs electronically on a CD/DVD organized by phase of construction and location.

1.3 QUALITY ASSURANCE
Photographs and prints to be of professional quality; clear, in focus, with high resolution and sharpness, and with minimum distortion.

END OF SECTION
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CONSTRUCTION STATUS REPORTS 01323-1
SECTION 01323 CONSTRUCTION STATUS REPORTS

1.1 REQUIREMENTS
A. Daily Status Report
The Contractor shall complete a daily report indicating manpower, major equipment, subcontractors, unusual occurrences and etc., involved in the performance of the work. The daily report shall be completed on forms prepared by the Contractor and approved by the City and shall be submitted to the Project Manager at the conclusion of each work week.

The Contractor shall also have workers on the project sign in and out each day on the City of Redlands Daily Sign In Sheet which shall state the name, times in and out and the work performed by each worker on the project each day. The completed Daily Sign In Sheets shall be submitted to the City of Redlands Project Manager at the end of each work week. Failure to submit daily reports and daily sign in sheets to the Project Manager on a weekly basis will result in a possible and temporary suspension of work until reports are submitted.

B. Weekly Status Report
During the construction phase of the Work, the CONTRACTOR shall submit weekly written status reports to the ENGINEER and the INSPECTOR. The report shall contain a record of inspections and tests, not performed by CITY forces, for all Work accomplished subsequent to the previous report and shall include the following information:

1. Type of work under way during the time frame of the report (e.g., earthwork, concrete work, structural steel erection, equipment manufacturing, component installation).

2. Inspections and tests, and location of inspections and tests that were made.

3. Results of inspections.

4. Reports of tests performed, including those specified, with the results of the tests, and acceptance criteria, including failures and remedial action to be taken. Test results, including all computations, shall be attached to the report form. Where test results cannot be completed by the time the report is submitted, a notation shall be made that the test was performed, including the approximate expected date that test results will be reported.

5. Report of any nonconforming items/activities. Nonconformance report forms designed solely for this purpose shall be utilized.

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6. Results of inspections of material and equipment done upon their arrival at the Jobsite and prior to their incorporation into the Work. This includes, but is not limited to, compliance with approved submittals, damage, and proper storage requirements.

7. Offsite quality control activities.

8. Instructions received from the ENGINEER or INSPECTOR.

9. In all cases, the report must be verified and signed by the CONTRACTOR'S representative. The verification is to contain the statement that all supplies and materials incorporated in the Work are in compliance with the terms of the Contract except where noted.

C. 3 Week Look Ahead Schedule
During the construction phase of the Work, the CONTRACTOR shall submit 3 Week Look Ahead reports to the ENGINEER at the weekly progress meetings or as directed by the ENGINEER. The report shall include the following information:

1. Type of work under way during the time frame of the report (e.g., earthwork, concrete work, structural steel erection, equipment manufacturing, component installation).

D. Miscellaneous Submittals
CONTRACTOR shall prepare a Daily Construction Report recording the following information concerning events at the job-site and submit original copies to the ENGINEER at weekly intervals for approval:

1. List of Subcontractors and Sub-Subcontractors at the site, types of works and job location.

2. Count of CONTRACTOR’S personnel at the site, name, type of work, hours completed and job location.

3. Construction equipments at the site.

4. High and low temperatures, general weather conditions.

END OF SECTION
Redlands Regular Meeting of 12-17-2024 917 of 1598
SUBMITTALS 01330-1
SECTION 01330 SUBMITTALS

1.1 THE REQUIREMENT
A. The CONTRACTOR shall furnish a schedule and list of all required submittals to the ENGINEER, including required submittals by all Subcontractors.

B. Wherever called for in these Specifications or on the plans, or where required by the ENGINEER, the CONTRACTOR shall furnish to the ENGINEER for review, one electronic (PDF) copy of each submittal. The term "submittal" as used herein shall be understood to include detail design calculations, design drawings, shop drawings, fabrication and installation drawings, erection drawings, lists, graphs, operating instructions, catalog sheets, data sheets, samples, and similar items. Unless otherwise required, said submittals shall be submitted to the ENGINEER at a time sufficiently early to allow review of same by the ENGINEER and to accommodate the rate of Construction Progress required under the Contract without delaying the Contract Work and with due regard for the possibility of resubmittals. All submittals shall be in English.

C. All design or shop drawings or other submittals shall be accompanied by a transmittal form for each submittal. Any submittal not accompanied by such a form may be returned, at the ENGINEER'S discretion, for resubmittal.

D. Normally, a separate transmittal form shall be used for each specific item or class of material or equipment for which a submittal is required. Transmittal of a submittal of various items using a single transmittal form will be permitted only when the items taken together constitute a manufacturer's "package" or are so functionally related that expediency indicates a review of the group or package as a whole. A multiple-page submittal shall be collated into sets, and each set shall be stapled or bound, as appropriate, prior to transmittal to the ENGINEER.

E. Shop Drawings shall show in detail the size, sections, and dimensions of all the member(s); the arrangement and construction of all connections and joints; all holes, straps, and other fittings required for attaching work and other pertinent details. When required, engineering computations shall be submitted. The CONTRACTOR shall be responsible for delivering reviewed copies of shop Drawings to all others whose work is dependent thereon. The CONTRACTOR shall maintain at the site of the Project, at all times, a complete file of approved Shop Drawings and manufacturers' data for this Project.

F. Except as may otherwise be provided herein, the ENGINEER will return prints of each submittal to the CONTRACTOR, with its comments noted thereon, within twenty (20) calendar days following their receipt by the ENGINEER. It is considered reasonable that the CONTRACTOR shall make a complete and acceptable submittal to the ENGINEER by the second submission of a submittal item. The CITY reserves the right to withhold moneys due the CONTRACTOR Redlands Regular Meeting of 12-17-2024 918 of 1598
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to cover additional costs of the ENGINEER'S review beyond the second submittal. Submittal will be returned to the CONTRACTOR with one of four (4) markings:

1. If a submittal is returned to the Contractor marked "NO EXCEPTIONS," formal revision and resubmission of said submittal will not be required.

2. If a submittal is returned to the Contractor marked "EXCEPTIONS NOTED," formal revision and resubmission of said submittal will not be required, unless specifically requested.

3. If a submittal is returned to the Contractor marked "RETURNED FOR CORRECTION," the Contractor shall revise said submittal and shall resubmit the originally required number of copies of said revised submittal to the Engineer.

4. If a submittal is returned to the Contractor marked "NOT ACCEPTABLE," the Contractor shall revise said submittal and shall resubmit the originally required number of copies of said revised submittal to the Engineer.

G. All Work for which Shop Drawings are required shall be performed in accordance with the reviewed and approved copies. Fabrication of an item shall not commence before the ENGINEER has reviewed the pertinent submittal and returned the copies to the CONTRACTOR marked either "NO EXCEPTIONS TAKEN," or "MAKE CORRECTIONS NOTED“. Revisions indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as the basis for claims for extra work.

H. All CONTRACTOR submittals shall be carefully reviewed by an authorized representative of the CONTRACTOR prior to submission to the ENGINEER.

Each submittal shall be dated, signed, and certified by the CONTRACTOR as being correct and in strict conformance with the Contract Documents. No consideration for review by the ENGINEER of any CONTRACTOR’S submittal will be made for any items which have not been so certified by the CONTRACTOR. All noncertified submittals will be returned to the CONTRACTOR without action taken by the ENGINEER, and any delays caused thereby shall be the total responsibility of the CONTRACTOR.

I. Should the Shop Drawings or manufacturers data (for submittals required by the Standard Specifications or the specifications) show variations from the Contract requirements, the CONTRACTOR shall make specific mention of such variations in the letter of transmittal, in order that, if acceptable, suitable action may be taken for proper adjustment of the Contract; otherwise the CONTRACTOR will not be relieved of the responsibility for executing the work in accordance with the Contract Documents, and the approved submittals.

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J. The ENGINEER’S review of CONTRACTOR’S submittal shall not relieve the CONTRACTOR of the entire responsibility for the correctness of details and dimensions and conformance to the Specifications. The CONTRACTOR shall assume all responsibility and risk for any misfits due to any errors in the submittal. Any fabrication or other work performed in advance of the receipt of accepted submittals shall be entirely at the CONTRACTOR’S risk and expense.

The CONTRACTOR shall be responsible for the dimensions and the design of adequate connections and details.

K. CONTRACTOR’S Coordination:

1. ENGINEER will return and will not review unrelated submittals.

2. The CONTRACTOR may be required to provide drawings, setting diagrams and similar information necessary for proper coordination of Contracted Work. Such data shall remain between the CONTRACTOR and CONTRACTOR’S Subcontractor and will not be reviewed by the ENGINEER unless specifically called for in the Contract Documents.

3. ENGINEER will not review any required Structural Shop Drawings, Structural Calculations, etc., not prepared or signed by a State of California licensed ENGINEER.

4. ENGINEER will return and will not review any submittal requiring coordination with other submittals until such other submittals or required information is received by the Consultant or ENGINEER.

L. CONTRACTOR’S Submittals: CONTRACTOR’S submittals required for performance of Contracted Work, shall include, but are not limited to, the following:

1. Schedule of Values for all Lump Sum items within the Proposal.

2. Construction Schedule and Notification to ENGINEER of completion of each milestone or percentage increment of the Work as required.

3. Submittal Schedule

4. Daily Construction Reports

5. Shop Drawings and Structural Calculations.

6. Manufacturer’s Data and Specifications.

7. Samples
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8. Templates

9. Certificate of Compliance

10. Construction Photographs

11. Substitutions

12. Record Drawings and Record Project Manual

13. Operation & Maintenance Manuals

14. Stock Materials, Spare parts, tools

15. Material Testing Results

16. Maintenance Logs and Maintenance Schedule.

M. CONTRACTOR shall conform to the provisions of the Contract Document and as may be specifically directed by the ENGINEER.

1. Preparation and processing of submittals shall be coordinated with Contracted Work operations, which include fabrication, purchasing and delivery of work items so as not to delay Contracted Work operations.

2. In each copy of the Submittal, mark every applicable material, product, equipment, manufacturer’s data, product information, color samples, rating or values, part and model numbers, etc. by red color circle. Each of the submittal items must be clearly distinguishable from other unrelated or similar items listed in the Manufacturer’s Catalog or Technical Specifications, Manuals, etc.

N. Coordination and Submittals:

1. Carefully review and coordinate all aspects of each item being submitted.

2. Carefully review contract drawings and technical sections, verify all work as laid out or indicated meeting the applicable codes and standards.

3. Ensure ample time for reviewing and processing of the submittals by the CITY or other authorized agencies, delays resulting from improper and untimely submittals shall be the responsibility of the CONTRACTOR.

4. Verify that all such submittal items conform to the Project Manual requirements noted in the Technical Sections.

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5. Verify all site conditions and provide all required dimensions and measurements in Shop Drawings.

6. Where necessary, review the CITY’S comments, make changes and resubmit to local governing agencies for approval. Furnish the ENGINEER copies of the approved plans or drawings for review.

O. CONTRACTOR shall affix to each submittal, the CONTRACTOR’S signature certifying that required coordination has been performed and include on an attached label for processing and recording action taken, noting the following:

1. Name of the Project

2. Date of the Submittal

3. Name and address of Consultant

4. Name and address of the CONTRACTOR

5. Name and address of the Subcontractor(s)

6. Name and address of the Supplier

7. Name and address of the Manufacturer

8. Reference to Specification Section Number and Title

9. Reference to Drawing Sheet Number and detail(s)

10. Submittal Number

11. Priority Number and expected return date.

END OF SECTION
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STORMWATER POLLUTION PREVENTION PLAN 01571-1
SECTION 01571 STORMWATER POLLUTION PREVENTION PLAN
PART 1 - GENERAL
This project is subject to the requirements of the General Permit for Storm Water Discharges associated with Construction and Land Disturbance Activities, under the California State Water Resources Control Board. Order No. 2009-0009-DWQ, CAS000002, and all amendments. All permit related documents can be located at the State Water Resources Control Board (SWRCB) website at www.waterboards.ca.gov. This project lies within the boundaries of the Santa Ana Regional Water Quality Control Board (RWQCB). The project is also covered by the municipal MS4 permit, Santa Ana-Order No. R8-2010-0036. Guidance manuals applicable to this project are the California Best Management Practices Handbooks found at www.cabmphandbooks.com.

The Contractor shall be responsible for complying with the SWPPP and all laws, codes, ordinances, and requirements of the governing agencies regarding the discharge of pollutants, pollution control devices, and any other related stormwater and non-stormwater requirements for this project, including but not limited to reporting, sampling, and amendments.

The Contractor shall have the necessary training and certifications to implement the SWPPP, conduct inspections and maintain the required water pollution control practices. See Section “QUALIFIED SWPPP PRACTITIONER (QSP)”.

The Contractor shall follow all requirements of the prepared job specific Storm Water Pollution Prevention Plan (SWPPP) including the Construction Site Monitoring Program Requirements (CSMP). The contractor shall provide a Qualified SWPPP Practitioner (QSP) to implement all requirements of the SWPPP. The QSP shall be responsible for monitoring and sampling as required by the CSMP.

Approval of the SWPPP must be completed prior to the start of construction activity. However, the contract time will commence.

PART 2 - STORMWATER POLLUTION PREVENTION PLAN PREPARATION If required under Order No. 2009-0009-DWQ, CAS000002, or its amendments, the Contractor shall prepare a SWPPP for the project. The SWPPP provides the general stormwater approach for the project and the minimum necessary BMPs. The contractor shall provide a Qualified SWPPP Practitioner (QSP) for this project and submit to the City copies of the required certifications or registrations for the QSP prior to SWPPP approval.

The California Storm water Quality Association (CASQA) has prepared a SWPPP template for use with Order No. 2009-0009-DWQ, CAS000002. The SWPPP template provides the general storm water approach for the project and the minimum necessary BMPs. The SWPPP template is not to be a considered a final and complete document until it has been completed and approved by a Qualified SWPPP Developer (QSD). The QSD is expected to include in the updated Final Redlands Regular Meeting of 12-17-2024 926 of 1598
STORMWATER POLLUTION PREVENTION PLAN 01571-2
SWPPP necessary details pertaining to the methods and scheduling of construction and any additional necessary BMPs, based on the project approach.

The QSD shall use the CASQA SWPPP template for preparation of the SWPPP. The Caltrans SWPPP template shall not be used.

Within 5 days of the Notice to Proceed, Contractor shall submit two (2) hardcopies of the draft Storm Water Pollution Prevention Plan (SWPPP) for review. SWPPP review shall be in accordance with the requirements set forth in Section 01330 of the General Requirements. Once all of the noted revisions have been made and the SWPPP is complete for submittal to the State, two (2) final signed hardcopies and one (1) electronic copy of the SWPPP must be submitted to the Engineer for acceptance. The Contractor shall keep one copy of the approved SWPPP and approved amendments at the project site. The SWPPP shall be made available upon request by a representative of the City of Redlands, the Regional Water Quality Control Board or the State Water Resources Control Board. Requests made by the public or other third-parties for review of the SWPPP shall be directed to the Project Engineer. The Contractor shall notify the Engineer immediately when regulatory agencies request to enter, inspect, sample, monitor, or otherwise access the project site or the Contractor’s records pertaining to the water pollution control work.

Contractor shall immediately send all correspondences, notices of violation, enforcement actions or proposed fines, issued by a regulatory agency, to the Engineer.

The SWPPP shall be updated or amended as necessary or as required for compliance purposes.

All updates to the SWPPP shall be per the guidelines contained therein. A copy of the SWPPP must be kept at the project site at all times. In the case of a linear construction project (water, sewer, street), where no field office has been established, the copy of the SWPPP shall be kept by the contractor’s foreman in the vicinity of the actual construction and made available within thirty (30) minutes of request. The SWPPP shall be made available upon request by a City Inspector, a representative of the Regional Water Quality Control Board or the State Water Resources Control Board. Requests made by the public or other third parties for review of the SWPPP shall be directed to the City Engineer.

PART 3 - SWPPP IMPLEMENTATION
Unless otherwise specified, the Contractor shall be responsible throughout the duration of the project for installing, constructing, inspecting, maintaining, removing, and disposing of the water pollution control devices; and practices specified in the SWPPP, its amendments, or by the City Inspector. Unless otherwise directed by the City Engineer, the Contractor's responsibility for SWPPP implementation shall continue throughout temporary suspensions of work, regardless of reason, unless specified otherwise in writing by the City Engineer. Requirements for installation, construction, inspection, maintenance, removal, and disposal of water pollution control devices and practices shall conform to the requirements in the SWPPP and these special provisions.

The National Weather Service (http://www.srh.noaa.gov/) weather forecast shall be monitored and used by the Contractor on a daily basis. If there is a forecast of 50% or greater probability of precipitation in the project area, the necessary water pollution control devices, plans and practices shall be deployed prior to the onset of the precipitation and immediate notice provided Redlands Regular Meeting of 12-17-2024 927 of 1598
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to the City Engineer. The contractor’s QSP shall be required to prepare and submit a Rain Event Action Plan (REAP), if required, any time the probably of rainfall is 50% or greater.

For the purposes of erosion and sediment control, disturbed soil areas shall be considered active whenever the soil disturbing activities have occurred, continue to occur or will occur during the ensuing 14 days. Non-active areas shall be protected as prescribed in the General Construction Permit within 14 days of cessation of soil disturbing activities or prior to the onset of precipitation, whichever occurs first.

If the City Inspector finds the contractor is not in compliance with the SWPPP or any other applicable pollution control laws or regulations, the City Inspector shall direct the contractor to correct the violation. The Contractor shall immediately take measures to correct the violation or notify the City Engineer in writing why correcting the violation immediately is not possible and provide a timetable by which the violation will be corrected. The City Engineer may accept the timetable, reject it or modify it. Under no circumstances will the contractor submit a timetable that exceeds the duration of construction in the immediate area. If the Contractor fails to correct the identified violation by the date agreed upon or prior to the onset of precipitation, the project shall be in nonconformance with these specifications and subject to the remedies as described in Section “LEGAL RELATIONS AND RESPONSIBILITY”.

Installing, inspecting and maintaining water pollution control practices on areas outside the City of Redlands right of way, not specifically arranged and provided for by the City of Redlands in the execution of this contract, will not be paid for without prior written approval.

No work required by regulatory agencies, and for which the Contractor would request additional compensation from the City, shall be started without prior approval from the City Engineer.

PART 4 - MAINTENANCE
To ensure the proper implementation and correct functioning of water pollution control devices and practices, the Contractor shall assign a Qualified SWPPP Practitioner (QSP) to regularly inspect and maintain the construction site’s water pollution control devices and practices as identified in the SWPPP. The frequency of the inspections shall be in accordance with the SWPPP. In the event of multiple consecutive violations, the City Engineer may increase the frequency of the inspections. These additional inspections shall be at the Contractor’s expense based on the current adopted resolution establishing such fees.

The QSP/Contractor shall document the inspections findings, using photographs and a written narrative, and if necessary, make the necessary corrections to the water pollution control practices or devices. One copy of each site inspection record shall be submitted to the City Engineer within 5 working days of completing the inspection. The QSP/Contractor shall submit one copy of each Rain Event Action Plans (REAP), when required, within 12 hours of anticipated precipitation event. The QSP/Contractor shall also submit one copy of each monitoring/sampling report, when required, within 24 hours of receiving the results. The contractor shall be responsible for all expenses incurred in the reporting process.

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PART 5 - REPORTING REQUIREMENTS - DISCHARGE
If the Contractor identifies discharges leaving the construction site or flowing into drainage systems or surface waters in a manner causing, or potentially causing, a condition of pollution, or if the project receives a written notice or order from a regulatory agency, the Contractor shall immediately inform the City Engineer. The Contractor shall submit a written report to the City Engineer in less than 24 hours of the discharge event, notice, or order. The report shall include the following information:

A. The date, time, location, nature of the operation, and type of discharge, including the cause or type of the notice or order Contractor received.

B. The water pollution control practices deployed before the discharge event, or prior to receiving the notice or order.

C. The date of deployment and type of water pollution control practices deployed after the discharge event, or after receiving the notice or order, including additional measures installed or planned to reduce or prevent reoccurrence.

D. An implementation and maintenance schedule for affected water pollution control practices.

The contractor shall also submit any reports required by the SWPPP or the General Permit for Storm Water Discharges associated with Construction and Land Disturbance Activities to the appropriate agencies. The contractor shall be responsible for all expenses incurred in the reporting process. Any required sampling shall be done by the contractor or his QSP in compliance with the SWPPP.

PART 6 - REPORTING REQUIREMENTS – ANNUAL REPORT and NOTICE OF

TERMINATION
The contractor shall be responsible for preparing the Annual Report. The Annual report shall be prepared per Section XVI. ANNUAL REPORTING REQUIREMENTS of the General Permit for Storm Water Discharges associated with Construction and Land Disturbance Activities, under the California State Water Resources Control Board. Order No. 2009-0009-DWQ, CAS000002. The Annual Report must be prepared by or under the direction of a QSP. 1) The contractor or QSP shall prepare an Annual Report no later than August 15th of each year.
2) The contractor or QSP shall certify each Annual Report in accordance with the Special Provisions.
3) The contractor or QSP shall retain an electronic or paper copy of each Annual Report for a minimum of three years after the date the annual report is filed.

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STORMWATER POLLUTION PREVENTION PLAN 01571-5
4) The contractor or QSP shall include storm water monitoring information in the Annual Report consisting of:
a) A summary and evaluation of all sampling and analysis results, including copies of laboratory reports;
b) The analytical method(s), method reporting unit(s), and method detection limit(s) of each analytical parameter (analytical results that are less than the method detection limit shall be reported as "less than the method detection limit"); c) A summary of all corrective actions taken during the compliance year; d) Identification of any compliance activities or corrective actions that were not implemented;
e) A summary of all violations of the General Permit;
f) The names of individual(s) who performed the facility inspections, sampling, visual observation (inspections), and/or measurements;
g) The date, place, time of facility inspections, sampling, visual observation (inspections), and/or measurements, including precipitation (rain gauge); and h) The visual observation and sample collection exception records and reports specified in Attachments C, D, and E.
5) The contractor or QSP shall provide training information in the Annual Report consisting of:
a) Documentation of all training for individuals responsible for all activities associated with compliance with this General Permit; 2009-0009-DWQ 40 September 02, 2009 Order 2009-0009-DWQ 41 September 02, 2009
b) Documentation of all training for individuals responsible for BMP installation, inspection, maintenance, and repair; and
c) Documentation of all training for individuals responsible for overseeing, revising, and amending the SWPPP.

A copy of the Annual Report shall be submitted to the City no later than 9 A.M. each August 15th. In the event August 15th is a Friday, Saturday, or Sunday, the report shall be submitted no later than 5 P.M. on the Thursday prior to August 15th. If the project is completed prior to August 1st, regardless of when the project started, the Annual Report is due within two weeks of project completion. The contractor shall submit two hard copies of the annual report and one digital copy in PDF format on compact disc (CD).

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STORMWATER POLLUTION PREVENTION PLAN 01571-6
Failure to submit the Annual report within the timeframes specified will result in progress payments and/or retention release being delayed and/or withheld. The City of Redlands, at its discretion, may complete the annual report based on records provided by the contractor. The contractor shall reimburse the city the full cost of creating the Annual Report along with an administrative fee not to exceed 1.7 times the total cost. The contractor shall also be liable for any fines or judgments levied by the Regional Water Quality Control Board against the City of Redlands as a result of the contractors failure to provide the annual report within the time frames listed above.

Under no circumstances does the submittal of a copy of the Annual Report to the City of Redlands relieve the contractor of his responsibility to maintain the Annual Report records for a minimum of three years after the date of submittal.

The contractor shall be responsible for preparing the Notice of Termination. The Notice of Termination shall be prepared within 30 days of the cessation of construction and shall meet all the requirements of the General Permit for Storm Water Discharges associated with Construction and Land Disturbance Activities, under the California State Water Resources Control Board.

Order No. 2009-0009-DWQ, CAS000002. The Notice of Termination must be prepared by or under the direction of a QSP.

Along with submitting the Notice of Termination to the City of Redlands, the QSP shall submit one (1) hard copy and one (1) electronic copy of the Storm Water Pollution Prevention Plan (SWPPP), including all inspection reports, photographs and other documents as required by the General Permit for Storm Water Discharges associated with Construction and Land Disturbance Activities, under the California State Water Resources Control Board. Order No. 2009-0009- DWQ, CAS000002, to the Engineer.

PART 7 - WATER POLLUTION BEST MANAGEMENT PLAN (BMP) BUDGET The Contractor shall submit a completed Water Pollution BMP budget, which itemizes the BMPs for water pollution control work. The Contractor shall identify items, quantities, and values for all water pollution control work. The Water Pollution BMP budget shall provide a cost breakdown for the water pollution control work based on BMP quantity, unit cost, and total amount.

The Contractor shall be responsible for the accuracy of the quantities and values used in the Water Pollution BMP budget. Partial payment for the item of water pollution control will not be made until the Water Pollution BMP budget is approved by the Engineer. Overhead and profit, except for time-related overhead, shall be included in the individual line items listed in the Water Pollution BMP budget. Line item quantities indicated in the Water pollution BMP budget in this section shall be considered project-specific minimums. All the BMPs listed in the Water Pollution Control BMP budget can be referenced in the CASQA Construction BMP Handbook.

PART 8 - PAYMENTS AND PENALTIES
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STORMWATER POLLUTION PREVENTION PLAN 01571-7
The Water Pollution BMP budget shall include full compensation for furnishing labor, materials, tools, equipment and incidentals for doing all the work involved in reviewing, updating, and implementing a Storm Water Pollution Prevention Plan, including installing, constructing, removing and disposing of water pollution control devices and practices, and non-stormwater management and waste management and no additional compensation will be allowed, unless there is a separate prior approval in writing by the City Engineer.

It shall be understood that the City of Redlands and/or the City Engineer’s acceptances does not relieve the Contractor of his/her full responsibility, legally and/or financially, to repair damages resulting from inadequacy and/or insufficiency of water pollution control devices and practices that were installed by the Contractor during construction activity.

PART 9 - LEGAL RELATIONS AND RESPONSIBILITY
The City Inspector may use any of the following measures if violations are not corrected in a timely manner or if the violation may present a danger to public health or to the environment; notices of correction or violation, stop work orders, citations, and using City staff or third party contractors to correct the problem. In the event that the above measures do not resolve the issues, the City Inspector shall inform the State Water Resources Control Board (SWRCB) of the violation and request their intervention.

The Contractor shall be solely responsible for penalties assessed or levied on the Contractor or the City of Redlands as a result of the Contractor’s failure to comply with the provisions in this section, including but not limited to, compliance with the applicable provisions of the Permits, the Manuals, and Federal, State and local regulations and requirements as set forth, therein.

Penalties shall also include payment made or cost incurred in settlement for alleged violations of the Permits, the Manuals, or applicable laws, regulations or requirements, Costs incurred could include sums spent instead of penalties, in mitigation or to remediate or correct violations. This shall apply regardless of the source issuing the penalties.

In the event a stop work order has been issued, the days passing between the discovery of the violation until the violation has been resolved and the stop work order has been lifted, shall be considered “working” days and shall not negate any claims by the City of Redlands for liquidated damages.

If the Contractor fails to correct violations immediately or within the time table established with the City Engineer, the City of Redlands may elect to use City staff or a third party to bring the project into compliance. The Contractor shall be responsible for the cost incurred by the City of Redlands when using City staff or a third party to bring the project into compliance. The City of Redlands reserves the right to add an additional fifteen (15) percent to the costs to cover administrative expenses.

PART 10 - RETENTION OF FUNDS
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STORMWATER POLLUTION PREVENTION PLAN 01571-8
Notwithstanding any other remedies authorized by law, the City of Redlands may retain money due the Contractor under the contract, in an amount determined by the City, up to and including the entire amount of penalties proposed, assessed or levied as result of the Contractor’s violation of the Permits, the Manuals, or Federal or State law, regulations or requirements. Funds may be retained by the City until final disposition has been made as to the Penalties. The Contractor shall remain liable for the full amount of penalties until such time as they are resolved with the entity seeking the penalties.

When a regulatory agency or third party identifies a failure to comply with the Permits and modifications, thereto, the Manuals, or other Federal, State or local requirements, the City of Redlands may retain money due to the Contractor, subject to the following:

A. The amounts retained, due to Contractor’s failure to conform to the provisions in this section, will be released for payment on the next monthly estimate for partial payment providing the corrections have been implemented and maintained and when water pollution has been adequately controlled, as determined by the City Engineer.

During the estimated period that the Contractor fails to conform to the provisions in this section, the City may retain an amount equal to 25 percent of the estimated value for the contract work performed.

PART 11 - QUALIFIED SWPPP PRACTITIONER (QSP)
The General Construction Permit requires a Qualified SWPPP Practitioner (QSP) to oversee implementation of the BMPs and to ensure proper project oversight. Any contractors bidding and/or awarded a contract for any projects for the City of Redlands subject to the provisions of the General Permit shall employ a QSP. Prior to being awarded a construction contract, the successful bidder shall submit the name of the QSP to the City or Redlands for approval.

The QSP shall be responsible for the elimination of all unauthorized discharges and the preparation and submittal of an annual compliance evaluation report.

END OF SECTION
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CONSTRUCTION INFORMATION SIGNS 01581-1
SECTION 01581 CONSTRUCTION INFORMATION SIGNS

1.1 THE REQUIREMENT
The City shall provide the Contractor with all required construction information signs for the project. The signs shall be installed at the locations noted in the plans, if included, or as otherwise directed by the Engineer. If the project consists of numerous sites, the construction information signs shall be relocated to each site as work progresses. The construction signs shall be installed the same day work commences on any construction site. If the sign is not installed prior to construction work beginning at a subsequent site, the City will install the information signs at the Contractor’s expense.

The installation of each sign shall be the responsibility of the contractor to include mounting posts, hardware and any related incidentals to ensure the sign is placed in a safe and secure manner. For any sign required for multiple site projects, where the sign is frequently relocated and not anticipated to be installed in the ground on posts, the Contractor shall provide a Type III barricade for mounting. The contractor shall obtain approval from the Engineer following installation of the construction information sign. If the signs are installed in the ground with posts, proper vertical clearance shall be provided. The minimum vertical clearance shall be six feet within a parkway area and seven feet within the sidewalk.

The construction information sign shall remain visible at all times. The contractor shall replace stolen signs at their expense and maintain the signs, ensuring all graffiti, soil, paint, etc. is removed from the sign immediately. Upon completion of the project, each sign shall be removed and returned to the City. If the sign is not returned to the City at the completion of the project in the original condition, the cost of the sign shall be withheld from the final progress payment.

The Contractor shall notify Underground Service Alert (Dig alert) at least 2 working days, but not more than 14 calendar days, prior to performing any excavation.

Full compensation for furnishing all labor, equipment, materials, and tools required to perform the tasks noted above, and as ordered by the Engineer, shall be considered as being included in the various Contract items of work and no separate or additional compensation will be allowed therefore.

END OF SECTION
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MOBILIZATION 01721-1

SECTION 01721 MOBILIZATION

1.1 THE REQUIREMENT
A. General
Whether Mobilization is included as a Contract Bid Item in the Bid Proposal Form or specified as part of the lump sum in the Contract Documents, the cost of labor, equipment, materials and incidentals for doing all the work in mobilization (in advance of construction operations and not directly attributable to any specific bid item) shall be included in the Contract Price Breakdown and progress payment estimate. If there is no mobilization bid item the CONTRACTOR shall submit to the INSPECTOR for approval the Contract Price Breakdown with the amount established for mobilization.

Mobilization shall include, but not be limited to, the following items, all as required for the proper performance and completion of the Work:

1. Obtaining all permits, licenses, insurance, and bonds. Providing copies to the ENGINEER.

2. Moving onto the Jobsite all of CONTRACTOR’S plant and equipment as required.

3. Erecting temporary buildings and other construction facilities.

4. Installing temporary construction power and wiring.

5. Establishing fire protection system for its temporary facilities.

6. Developing construction water supply.

7. Providing field office trailers for the CONTRACTOR, complete with all specified equipment, furnishings, utility services and required approvals from the CITY.

8. Providing sanitary facilities or connecting to onsite sanitary facilities as specified.

9. Providing for potable water facilities as specified. This includes a means by which all on site CONTRACTOR, Subcontractor or supplier personnel can wash their hands with soap.

10. Arranging for, and erection of, CONTRACTOR’S work and storage yards and sheds.

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MOBILIZATION 01721-2

11. Submitting all required Subcontractor insurance certificates and bonds.

12. Posting all CAL/OSHA required notices and establishment of safety programs.

13. Furnishing of Construction Schedule, Contract Price Breakdown and Submittal Schedules.

14. Erecting all temporary fencing, including removal and disposal of existing temporary fencing.

END OF SECTION
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SURVEYING 01722-1
SECTION 01722 SURVEYING
PART 1 - GENERAL
A. General

1. The CONTRACTOR shall be responsible for all surveys required to layout the Work and for the accuracy of all survey work for construction.

The CONTRACTOR shall include the cost of all such survey work in their Bid. The CONTRACTOR shall have all construction surveying performed by a `Licensed Land Surveyor' or a `Civil Engineer’ registered by the State of California to perform such work. The ENGINEER reserves the right to verify all survey work done by the CONTRACTOR.

2. The CONTRACTOR shall preserve the initial survey control points for the duration of their usefulness. Monumentation that is subject to disturbance or destruction shall be located and referenced prior to construction and relocated and referenced if necessary after construction, in accordance with the following requirements.

B. Construction Surveys

1. The CONTRACTOR shall provide all reference stakes and form checks necessary for construction and inspection of improvements. All construction staking shall be documented in cut sheets and provided to the ENGINEER. This staking may include but is not limited to: removals, joins, rough grade, slope, utilities, storm drains, sewers, curbs, walks, paving, wall and building stakes; and any other staking necessary for construction and inspection.

C. Reference Or Grade Stakes

1. A reference or grade stake shall be set for each grade change or angle point shown on the plan, standard plan, and shop drawing, in addition to the normal staking interval.

D. Form Checks

1. Forms shall be checked when durable points may be disturbed, removed, or are impractical to be used to verify the design location. The measured location shall be recorded in the survey field notes. All variations from the plan location shall be brought to the attention of the ENGINEER.

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E. Staking Intervals And Offset Stake Lines

1. All staking intervals shall be in accordance as directed by the Engineer.

Stake lines shall be set at an offset distance from the improvement to ensure proper grade, station, and alignment.

F. Utility Stakes

1. The CONTRACTOR shall provide stakes for all utilities, public or private, that require location or relocation, unless otherwise stated.

G. Additional Survey Work

1. The CONTRACTOR may be required to furnish additional survey work, such as profiles, restakes, Change Orders, etc., at the request of the ENGINEER or the INSPECTOR.

H. Accuracy

1. The CONTRACTOR shall use appropriate surveying methods to obtain the following standards: For fixed works (i.e. cast-in-place concrete; asphalt pavement, pipes and drains; and other items determined by the ENGINEER) the following survey standards shall be used. The absolute horizontal accuracy, in relationship to the Engineer’s control, shall be such that the semimajor axis of its 95% error ellipse is ±0.015 foot or less. The absolute vertical accuracy, in relationship to the Engineer’s control, shall be such that its standard deviation is ±0.015 foot or less. The relative horizontal accuracy of survey points within the Project shall be such that the semimajor axis of its 95% error ellipse is ±0.015 foot or less. The relative vertical accuracy of survey points within the Project shall be such that its standard deviation is ±0.015 foot or less.

2. For excavation purposes, the following survey standards shall be used.

The absolute horizontal accuracy, in relationship to the Engineer’s control, shall be such that the semimajor axis of its 95% error ellipse is ±0.1 foot or less. The absolute vertical accuracy, in relationship to the Engineer’s control, shall be such that its standard deviation is ±0.1 foot or less. The relative horizontal accuracy of survey points within the Project shall be such that semimajor axis of the 95% error ellipse is ±0.1 foot or less. The relative vertical accuracy of survey points within the Project shall be such that its standard deviation is ±0.1 foot or less.

I. Survey/Inspector

1. The CONTRACTOR shall provide to the INSPECTOR those
measurements and control points necessary to determine the location and Redlands Regular Meeting of 12-17-2024 939 of 1598
SURVEYING 01722-3
conformance to the plan, line, and grade of the improvements necessary for inspection purposes.

J. Survey Notes

1. The CONTRACTOR shall supply and keep notes on CITY standard format note sheets. The ENGINEER may request copies of, and otherwise review, survey notes at any time during the construction phase of the Project. Upon completion of the Project, the original survey notes shall become the property of the CITY and shall be delivered to the

ENGINEER
PART 2 – MONUMENT PRESERVATION GUIDELINES
A. New & Reconstruction Projects

1. Prior to Construction
a. The public survey records are to be researched for the location of all possible survey monuments within the scope of the project and copies shall be furnished to the survey crew.
b. The survey crew shall diligently search for all survey monuments of record above or below the surface, within the road right-of-way. It is suggested that this search would include the use of a metal detector. When the detector indicates the possibility of a buried survey monument, then digging below the surface to uncover the monument is required.
c. The survey crew shall properly reference all found survey monuments, which may be disturbed or covered during construction, to stable surface points. d. The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in item c, above. Prior to the start of any construction work, the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. A copy shall also be provided to the City prior to the start of construction to provide documentation that the requirement is met.

2. After Construction and Prior to Notice of Completion a. All covered and disturbed monuments shall be reset with the same or more durable type of monument as the original, in the surface of the construction.

Key monuments shall be a minimum 1” inside diameter iron pipe of appropriate length.
b. A monument box or other protective structure is recommended to be placed around key monuments (section corners, quarter section corners). c. The authorized surveyor shall properly completes a Corner Record or Record of Survey for all set monuments with a change in character, including tag Redlands Regular Meeting of 12-17-2024 940 of 1598
SURVEYING 01722-4
number, and submit it to the County Surveyor for review, signature and filing.

A copy shall also be provided to the City prior to the Notice of Completion to provide documentation that the requirement is met.

B. Overlay Projects

1. Prior To Construction
a. The public survey records are to be researched for the location of all possible survey monuments within the scope of the project and copies shall be furnished to the survey crew.
b. The survey crew shall diligently search for all survey monuments of record and on the surface of the road. It is suggested the search would include the use of a metal detector. When the detector indicates the possibility of a buried survey monument, then digging below the surface to uncover the monument within 2” of the road surface is recommended.
c. The survey crew shall properly reference found survey monuments, which may be disturbed or covered during construction, to stable surface points. d. The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in item 3, above. Prior to the start of any construction work, the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. A copy shall also be provided to the City prior to the start of construction to provide documentation that the requirement is met.

2. After Construction and Prior to Notice of Completion a. All covered or disturbed monuments and surface monuments are reset in the new road surface, or a new monument is set in the new road surface above the buried one.
b. All existing monument boxes will be adjusted to grade or replaced, as appropriate.
c. A monument box or other protective structure should be placed around key monuments (section corners, quarter section corners).
d. The authorized surveyor shall properly complete a Corner Record or Record of Survey for all set monuments and existing monuments with a change in character, including tag number and submits it to the County Surveyor for review, signature and filing. A copy shall also be provided to the City prior to the Notice of Completion to provide documentation that the requirement is met.

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C. Slurry Seal Projects

1. Prior To Construction
a. The public survey records are to be researched for the location of all possible survey monuments within the scope of the project and copies furnished to for the survey crew.
b. All monument boxes shall be located and steps taken to ensure that the survey monuments inside are readily accessible upon completion of the project. c. The survey crew shall diligently searches for survey monuments on the surface of the roadway, and identify said monuments recovered in the field to ensure that they will be protected. The survey crew shall inventory the monuments recovered in the field in a manner that allows for their recovery and inspection after construction.

2. After Construction and Prior to Notice of Completion a. All monument boxes shall be inspected, and appropriate action taken when needed, to ensure that the survey monuments inside are readily accessible. b. The survey crew shall review the inventory of found monuments by field inspection to ensure that all survey monuments are clean and exposed. Those monuments covered after construction is completed shall be uncovered.

D. Monument Tie Preservation

1. Prior To Construction
a. All existing survey monument ties within the scope of the project shall be researched and identified prior to construction. Surveyor may obtain existing tie sheets from the City as available.
b. If it is determined that all ties for a survey monument may be disturbed during construction, the Surveyor shall relocate the monument ties prior to construction, within improvements that will not be disturbed, and file the revised tie sheet with the City. A minimum of three tie points should reference each centerline monument, whenever possible

2. After Construction and Prior to Notice of Completion a. If it is determined that the result of construction will not disturb all survey monument ties for a specific monument, the Surveyor shall replace all monument ties disturbed during construction per the following guidelines:
i. Monument ties shall be placed during the finishing process of the concrete improvements.

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ii. Monument ties shall be set below the elevation of the adjacent top of curb to provide protection from any future cleaning, maintenance or work around the tie.
iii. A minimum of three tie points should reference each centerline monument, whenever possible.
b. Once the construction is complete, the Surveyor shall prepare a revised tie sheet, and file with the City for all monument ties disturbed during the construction.

END OF SECTION
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POTHOLING 01732-1
SECTION 01732 POTHOLING

1.1 THE REQUIREMENT
A. The CONTRACTOR shall conduct exploratory excavations by potholing to verify or to discover the actual locations and the size of existing underground utilities and improvements. The CONTRACTOR shall take care not to damage existing facilities during potholing operations. Any utility or existing facility (including those located by Underground Service Alert - USA) within 3 feet of any trench or excavation shall be potholed prior to starting the contract work in the vicinity.

Potholing shall be done in each given area where excavation work is to occur at least fourteen (14) calendar days in advance of any excavation or construction in that area, to avoid possible delay in the progress of the Work.

B. Potholing shall consist of excavations at the locations of utilities or other underground facilities indicated on the Drawings, located by USA, or as directed by the ENGINEER. All costs of potholing operations for the utilities indicated on the Drawings shall be included in the CONTRACTOR’S Bid.

C. If an allowance for “Additional Potholing” has been established and included in the SCHEDULE OF WORK AND PRICES, this allowance shall only be used to reimburse the CONTRACTOR for potholing utilities not shown or otherwise referenced on the drawings, or as directed by the ENGINEER. If the total cost of the Work directed under the Additional Potholing allowance differ from the amount set forth in the SCHEDULE OF WORK AND PRICES, the Contract Price shall be adjusted by a Change Order. The adjustment shall be the difference between the total actual costs and the amount included in the Bid, as an additional amount due to the CONTRACTOR or a credit to the CITY, as appropriate.

D. In addition to the potholes indicated on the Drawings, or directed by the ENGINEER, the CONTRACTOR may opt to do further potholing deemed necessary at no additional cost to the CITY.

E. Potholing operations shall conform to all applicable requirements as to sidewall slopes, sheeting and shoring, and all other excavation and trenching provisions specified herein.

F. Potholes shall be identified and protected in accordance with the Engineer’s instructions, the California Manual on Uniform Traffic Control Devices (MUTCD) and Work Area Traffic Control Handbook (WATCH) Standards.

G. The CONTRACTOR’S proposed method of potholing and schedule for potholing shall be submitted to the ENGINEER for approval, at least thirty (30) days prior to the commencement of operation. Any utilities damaged during potholing shall Redlands Regular Meeting of 12-17-2024 944 of 1598
POTHOLING 01732-2
be immediately reported to the ENGINEER and INSPECTOR and repairs made immediately in accordance with the specifications.

H. A complete log of all potholes shall be kept by the CONTRACTOR, showing specific locations and dimensions of trenches. The log shall be verified by the INSPECTOR prior to the backfilling of the potholes. The verified log will be submitted to the ENGINEER and the INSPECTOR within two (2) working days after completion of potholing in each area. Payment for potholing utilities not shown or otherwise referenced on the drawings, or as directed by the ENGINEER will not be made unless these potholes are listed on the verified log.

I. The CONTRACTOR shall record the coordinates, elevations and dimensions of all utilities and improvements verified or discovered by potholing. The records shall be submitted to the ENGINEER within two (2) working days after the completion of potholing in each area. The records shall also include dates of the potholing operations and any additional discovered information or pertinent data.

J. Upon completion of potholing in each area, and after verification of the logs by the INSPECTOR, potholes shall be immediately backfilled and compacted in accordance with the specifications, or restored as directed by the ENGINEER.

END OF SECTION
Redlands Regular Meeting of 12-17-2024 945 of 1598
DEMOBILIZATION 01740-1
SECTION 01740 DEMOBILIZATION

1.1 THE REQUIREMENT
A. General
Whether Demobilization is included as a Contract Bid Item in the Bid Proposal Form or specified as part of the lump sum in the Contract Documents, the cost of labor, equipment, materials and incidentals for doing all the work in demobilization (upon completion of all contract work and not directly attributable to any specific bid item) shall be included in the Contract Price Breakdown and progress payment estimate. If there is no demobilization bid item the CONTRACTOR shall submit to the INSPECTOR for approval the Contract Price Breakdown with the amount established for demobilization.

Demobilization shall include, but not be limited to, the following items, all as required for the proper performance and completion of the Work:

1. Moving off of the Jobsite all of CONTRACTOR’S plant and equipment as required.

2. Dismantling and removing all temporary buildings and other construction facilities.

3. Dismantling and removing all temporary construction power and wiring.

4. Removing all sanitary facilities from the work site.

5. Remove all waste, debris, and rubbish caused by construction operations within the work area, adjacent properties and public roads.

6. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Before the final inspection, the site shall be cleared of equipment, unused materials and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the CONTRACTOR’S Bid.

7. Dismantling and removal of all temporary fencing.

8. Provide City with all required As-Built drawings.

9. All required Corner Records have been filed with the County and all copies provided to the City per Section 01722 Surveying.

10. All items noted within the final inspection (“Punchlist”) have been completed to the satisfaction of the City.

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DEMOBILIZATION 01740-2

11. All project photographs as required within Section 01322 Construction Progress Photography have been provided.

12. Notice of Completion (NOC) will not be filed until all work is complete per this Section 01740.

END OF SECTION
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TECHNICAL SPECIFICATIONS
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PROTECTING EXISTING UNDERGROUND UTILITIES 02222-1
SECTION 02222 PROTECTING EXISTING UNDERGROUND UTILITIES PART 1 - GENERAL
A. Description
This section includes materials and procedures for protecting existing underground utilities.

B. Related Work Specified Elsewhere

1. General Conditions
PART 2 - MATERIALS
A. Replacement in Kind
Except as indicated below or as specifically authorized by the Owner's Representative, reconstruct utilities with new material of the same size, type, and quality as that removed.

B. Vitrified Clay Sewer Pipe and Couplings
For sewer pipe 8 inches in diameter or under, replacement shall consist of plain-end pipe conforming to ASTM C 700. Compression couplings shall conform to ASTM C 594, band seal couplings or equal. Use at least two lengths of pipe in crossing the trench section as shown on the details in the drawings.

PART 3 - EXECUTION
A. General

1. Replace in kind street improvements, such as curbs and gutters, barricades, traffic islands, signalization, fences, signs, etc., that are cut, removed, damaged, or otherwise disturbed by the construction.

2. Where utilities are parallel to or cross the construction but do not conflict with the permanent work to be constructed, follow the procedures given below and as indicated in the drawings. Notify the utility owner 48 hours in advance of the crossing construction and coordinate the construction schedule with the utility owner's requirements. For utility crossings not shown in the drawings, refer to the General Conditions and the instructions of the Owner's Representative for guidance.

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PROTECTING EXISTING UNDERGROUND UTILITIES 02222-2

3. Determine the true location and depth of utilities and service connections which may be affected by or affect the work. Determine the type, material, and condition of these utilities. In order to provide sufficient lead time to resolve unforeseen conflicts, order materials and take appropriate measures to ensure that there is no delay in work.

4. Expose utilities 1,300 feet in advance of the pipeline construction.

B. Procedures

1. Protect in Place: Protect utilities in place, unless abandoned, and maintain the utility in service, unless otherwise specified in the drawings or in the specifications.

2. Cut and Plug Ends: Cut abandoned utility lines and plug the ends. Plug storm drains and sewers with an 8-inch wall of brick and mortar. Cap waterlines with a cast-iron cap or install a 3-foot-long concrete plug. Dispose of the cut pipe as unsuitable material.

3. Remove and Reconstruct: Where so indicated in the drawings or as required by the Owner's Representative, remove the utility and, after passage, reconstruct it with new materials. Provide temporary service for the disconnected utility.

C. Compaction

1. Utilities Protected in Place: Backfill and compact under and around the utility so that no voids are left.

2. Utilities Reconstructed: Prior to replacement of the utility, backfill the trench and compact to an elevation 1 foot above the top of the ends of the utility. Excavate a cross trench of the proper width for the utility and lay, backfill, and compact.

3. Alternative Construction--Sand Slurry: Sand slurry consisting of one sack (94 pounds) of portland cement per cubic yard of sand and sufficient moisture for workability may be substituted for other backfill materials to aid in reducing compaction difficulties. Submit specific methods and procedures for the review of the Owner's Representative prior to construction.

4. The protection of the utility during construction.

D. Thrust Blocks on Waterlines
Note that restrained joints is the required method of controlling thrust restraint on this project except where shown on the plans or as approved otherwise by the City of Redlands.

1. The Contractor's attention is called to thrust blocks delineated in the drawings for waterlines throughout the project whose thrust is in the direction of the new excavation and, therefore, may be affected by the construction. These waterlines are Redlands Regular Meeting of 12-17-2024 951 of 1598
PROTECTING EXISTING UNDERGROUND UTILITIES 02222-3
owned and operated by the Owner. Protect thrust blocks in place or shore to resist the thrust by a means approved by the Owner and reconstruct. If the thrust blocks are exposed or rendered to be ineffective in the opinion of the Owner's Representative, reconstruct them to bear against firm unexcavated or backfill material.

2. Provide firm support by backfilling that portion of the trench for a distance of 2 feet on each side of the thrust block to be reconstructed from the pipe bedding to the pavement subgrade, with either:
a. Sand-cement slurry (94 pounds of cement per cubic yard). b. The native material compacted to a relative compaction of 95%.

3. Then excavate the backfill material for construction of the thrust block.

4. Test compaction of the backfill material before pouring any concrete thrust block.

Use Class 560-C-3250 concrete for reconstruction.

E. Adjacent Parallel Utilities

1. The Contractor's attention is called to utilities throughout the project that are parallel to the proposed utility.

2. The position of these utilities is just outside the new construction. Protect these utilities from any disturbances and repair the lines and associated vaults and appurtenances if they are damaged in any way. All costs incurred for protection of these lines or any costs incurred due to the presence of the lines, whether or not they lie within the new construction, shall be borne in full by the Contractor.

END OF SECTION
Redlands Regular Meeting of 12-17-2024 952 of 1598

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Redlands Regular Meeting of 12-17-2024 953 of 1598
PAINTING AND COATING 09900-1
SECTION 09900 METAL SURFACE PAINTING AND COATING
PART 1 - GENERAL
A. Description
This section includes materials and application of painting and coating systems for the following surfaces:

1. Submerged metal.

2. Exposed metal.

3. Buried metal.

For coating specifications pertaining to welded steel reservoirs, see Section 09902, Welded Steel Tank Coating.

B. Submittals

1. Submit shop drawings in accordance with the Section 01330.

2. Submit manufacturer’s data sheets showing the following information:
a. Percent solids by volume.
b. Minimum and maximum recommended dry-film thickness per coat for prime, intermediate, and finish coats.
c. Recommended surface preparation.
d. Recommended thinners.
e. Statement verifying that the specified prime coat is recommended by the manufacturer for use with the specified intermediate and finish coats. f. Application instructions including recommended equipment and temperature limitations.
g. Curing requirements and instructions.

3. Submit color swatches.

4. Submit certificate identifying the type and gradation of abrasives used for surface preparation.

5. Submit material safety data sheets for each coating.

Redlands Regular Meeting of 12-17-2024 954 of 1598
PAINTING AND COATING 09900-2
PART 2 - MATERIALS
A. Painting and Coating Systems
The following index lists the various painting and coating systems by service and generic type:

PAINT COATINGS SYSTEM INDEX
No. Title Generic Coating
Submerged Metal Coating Systems

7. Submerged Metal, Potable or Nonpotable Water Epoxy
Exposed Metal Coating Systems

10. Exposed Metal, Corrosive Environment High-build epoxy (two-coat system) with polyurethane
topcoat
Buried Metal Coating Systems

21. Buried Metal Epoxy

24. Buried Metal Corrosion-resisting grease
Coating Systems for Non Ferrous Metals

54. Aluminum Insulation from Concrete and Carbon
Steel
Epoxy
These systems are specified in detail in the following paragraphs. For each coating, the required surface preparation, prime coat, intermediate coat (if required), topcoat, and coating thicknesses are described. Mil thicknesses shown are minimum dry-film thicknesses.

B. Submerged Metal Coating Systems

1. System No. 7--Submerged Metal, Potable or Nonpotable Water:

Type: Epoxy.

Service Conditions: For use with structures, valves, piping, or equipment immersed in potable or nonpotable water.

Surface Preparation: SSPC SP-10.

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PAINTING AND COATING 09900-3
Coating System: Apply the manufacturer’s recommended number of coats to attain the specified minimum coating thickness. Products: Devoe Bar-Rust 233H, Tnemec Series N140, Sherwin-Williams Tank Clad HS B62-80, Carboline Super Hi-Gard 891, Ameron 395, International Interline 785HS, Wisconsin Protective Coating Corp. Plasite 7133 or 9133, Keysite 740, Scotchkote 306, Engard 460 HS, or equal; 16 mils total. Color of topcoat: white.

C. Exposed Metal Coating Systems

1. System No. 10--Exposed Metal, Corrosive Environment:

Type: High-build epoxy finish coat having a minimum volume solids of 60%, with an inorganic zinc prime coat.

Service Conditions: For use with metal structures or pipes subjected to water condensation; chemical fumes, such as hydrogen sulfide; salt spray; and chemical contact.

Surface Preparation: SSPC SP-10.

Prime Coat: Self-curing, two-component inorganic zinc-rich coating recommended by the manufacturer for overcoating with a high-build epoxy finish coat. Minimum zinc content shall be 12 pounds per gallon. Apply to a thickness of 3 mils. Products:

Tnemec 90-96, Devoe Catha-Coat 304 or 304V, International Interzinc 180HS, Ameron 9HS, Engard 519, Carboline 11 HS, Sherwin-Williams Zinc-Clad II Plus, or equal.

Finish Coat: Tnemec 104, ICI Devoe Devran 224 HS, International Interguard 760HS, Ameron 385, Engard 460 HS, Carboline 888 or 890, Sherwin-Williams Macropoxy 646 B58-600, or equal; 5 mils.

D. Buried Metal Coating Systems

1. System No. 21--Buried Metal:

Type: High solids epoxy or phenolic epoxy having a minimum volume solids of 80% (ASTM D 2697).

Service Conditions: Buried metal, such as valves, flanges, bolts, nuts, structural steel, and fittings.

Surface Preparation: SSPC SP-10.

Coating System: Apply three or more coats of Ameron 400, Tnemec 104 HS, Engard 480 HS, ICI Devoe Bar-Rust 233H, Carboline 890LT, Sherwin-Williams Redlands Regular Meeting of 12-17-2024 956 of 1598
PAINTING AND COATING 09900-4
Tank Clad HS B62-80 series, or equal; 30 mils total. Maximum thickness of an individual coating shall not exceed the manufacturer’s recommendation.

2. System No. 24--Buried Metal:

Type: Corrosion-resisting grease.

Service Conditions: Buried metal, such as bolts, bolt threads, tie rods, and nuts.

Surface Preparation: SSPC SP-3 or SP-6.

Coating: NO-OX-ID GG-2 as manufactured by Sanchem, Inc. Apply to a minimum thickness of 1/4 inch.

E. Coating Systems for Non Ferrous Metals

1. System No. 54--Aluminum Insulation from Concrete and Carbon Steel:

Type: High solids epoxy or phenolic epoxy having a minimum volume solids of 80% (ASTM D 2697).

Service Conditions: Coat areas of aluminum grating, stairs, structural members or aluminum fabrications, in contact with concrete or carbon steel with this system.

Surface Preparation: Solvent or steam cleaning per SSPC SP-1; do not use alkali cleaning. Then dust blast.

Coating System: Apply three or more coats of Ameron 400, Tnemec 100, ICI Devoe Bar-Rust 233H, Sherwin-Williams Macropoxy B58-600, or equal; 30 mils total.

Maximum thickness of an individual coating shall not exceed the manufacturer’s recommendation.

F. Abrasives for Surface Preparation

1. Abrasives used for preparation of ferrous (excluding stainless steel) surfaces shall be one of the following:
a. 16 to 30 or 16 to 40 mesh silica sand or mineral grit. b. 20 to 40 mesh garnet.
c. Crushed iron slag, 100% retained on No. 80 mesh.
d. SAE Grade G-40 or G-50 iron or steel grit.

Redlands Regular Meeting of 12-17-2024 957 of 1598
PAINTING AND COATING 09900-5
PART 3 - EXECUTION
A. Weather Conditions

1. Do not paint in the rain, wind, snow, mist, and fog or when steel or metal surface temperatures are less than 5°F above the dew point.

2. Do not apply paint when the relative humidity is above 85%.

3. Do not paint when temperature of metal to be painted is above 120°F.

4. Do not apply alkyd, inorganic zinc, silicone aluminum, or silicone acrylic paints if air or surface temperature is below 40°F or expected to be below 40°F within 24 hours.

5. Do not apply epoxy, acrylic latex, and polyurethane paints on an exterior or interior surface if air or surface temperature is below 60°F or expected to drop below 60°F in 24 hours.

B. Surface Preparation Procedures

1. Remove oil and grease from metal surfaces in accordance with SSPC SP-1. Use clean cloths and cleaning solvents and wipe dry with clean cloths. Do not leave a film or greasy residue on the cleaned surfaces before abrasive blasting.

2. Do not abrasive blast or prepare more surface area in one day than can be coated in one day; prepare surfaces and apply coatings the same day. Remove sharp edges, burrs, and weld spatter.

3. For carbon steel, do not touch the surface between the time of abrasive blasting and the time the coating is applied. Apply coatings within two hours of blasting or before any rust bloom forms.

4. Surface preparation shall conform with the SSPC specifications as follows:

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PAINTING AND COATING 09900-6
Solvent Cleaning SP-1
Hand Tool Cleaning SP-2
Power Tool Cleaning SP-3
White Metal Blast Cleaning SP-5
Commercial Blast Cleaning SP-6
Brush-Off Blast Cleaning SP-7
Pickling SP-8
Near-White Blast Cleaning SP-10
Power Tool Cleaning to Bare Metal SP-11
Surface Preparation and Cleaning of Steel and Other
Hard Materials by High- and Ultrahigh-Pressure Water
Jetting Prior to Recoating
SP-12
Surface Preparation of Concrete SP-13

5. Wherever the words “solvent cleaning,” “hand tool cleaning,” “wire brushing,” or “blast cleaning” or similar words are used in these specifications or in paint manufacturer’s specifications, they shall be understood to refer to the applicable SSPC (Steel Structure Painting Council), surface preparation specifications listed above.

6. For carbon steel surfaces, after abrasive blast cleaning, the height of the surface profile shall be 2 to 3 mils. If this cannot be achieved with the surface preparation named in the painting system, SSPC SP-5 may be required. Verify the surface profile by measuring with an impresser tape acceptable to the Owner’s Representative. Perform a minimum of one test per 100 square feet of surface area.

Testing shall be witnessed by the Owner’s Representative. The impresser tape used in the test shall be permanently marked with the date, time, and locations where the test was made. Test results shall be promptly presented to the Owner’s Representative.

7. Do not apply any part of a coating system before the Owner’s Representative has reviewed the surface preparation. If coating has been applied without this review, if directed by the Owner’s Representative, remove the applied coating by abrasive blasting and reapply the coat in accordance with this specification.

C. Abrasive Blast Cleaning

1. Use dry abrasive blast cleaning for metal surfaces. Do not use abrasives in automatic equipment that have become contaminated. When shop or field blast cleaning with handheld nozzles, do not recycle or reuse blast particles.

2. After blast cleaning and prior to application of coating, dry clean surfaces to be coated by dusting, sweeping, and vacuuming to remove residue from blasting.

Apply the specified primer or touch-up coating within the period of an eight-hour Redlands Regular Meeting of 12-17-2024 959 of 1598
PAINTING AND COATING 09900-7
working day. Do not apply coating over damp or moist surfaces. Reclean prior to application of primer or touch-up coating any blast cleaned surface not coated within said eight-hour period.

3. Keep the area of the work in a clean condition and do not permit blasting particles to accumulate and constitute a nuisance or hazard.

4. During sandblast cleaning, prevent damage to adjacent coatings. Schedule blast cleaning and coating such that dust, dirt, blast particles, old coatings, rust, mill scale, etc., will not damage or fall upon wet or newly coated surfaces.

D. Procedures for Items Having Shop-Applied Prime Coats

1. After application of primer to surfaces, allow coating to cure for a minimum of two hours before handling to minimize damage.

2. When loading for shipment to the project site, use spacers and other protective devices to separate items to prevent damaging the shop-primed surfaces during transit and unloading. If wood spacers are used, remove wood splinters and particles from the shop-primed surfaces after separation. Use padded chains or ribbon binders to secure the loaded items and minimize damage to the shop-primed surfaces.

3. Cover shop-primed items 100% with protective coverings or tarpaulins to prevent deposition of road salts, fuel residue, and other contaminants in transit.

4. Handle shop-primed items with care during unloading, installation, and erection operations to minimize damage. Do not place or store shop-primed items on the ground or on top of other work unless ground or work is covered with a protective covering or tarpaulin. Place shop-primed items above the ground upon platforms, skids, or other supports.

E. Field Touch-Up of Shop-Applied Prime Coats

1. Remove oil and grease surface contaminants on metal surfaces in accordance with SSPC SP-1. Use clean rags wetted with a degreasing solution, rinse with clean water, and wipe dry.

2. Remove dust, dirt, salts, moisture, chalking primers, or other surface contaminants that will affect the adhesion or durability of the coating system. Use a high-pressure water blaster or scrub surfaces with a broom or brush wetted with a solution of trisodium phosphate, detergent, and water. Before applying intermediate or finish coats to inorganic zinc primers, remove any soluble zinc salts that have formed by means of scrubbing with a stiff bristle brush. Rinse scrubbed surfaces with clean water.

3. Remove loose or peeling primer and other surface contaminants not easily removed by the previous cleaning methods in accordance with SSPC SP-7. Take care that remaining primers are not damaged by the blast cleaning operation. Remaining Redlands Regular Meeting of 12-17-2024 960 of 1598
PAINTING AND COATING 09900-8
primers shall be firmly bonded to the steel surfaces with blast cleaned edges feathered.

4. Remove rust, scaling, or primer damaged by welding or during shipment, storage, and erection in accordance with SSPC SP-10. Take care that remaining primers are not damaged by the blast cleaning operation. Areas smaller than 1 square inch may be prepared per SSPC SP-11. Remaining primers shall be firmly bonded to the steel surfaces with cleaned edges feathered.

5. Use repair procedures on damaged primer that protects adjacent primer. Blast cleaning may require the use of lower air pressure, smaller nozzles, and abrasive particle sizes, short blast nozzle distance from surface, shielding, and/or masking.

6. After abrasive blast cleaning of damaged and defective areas, remove dust, blast particles, and other debris by dusting, sweeping, and vacuuming; then apply the specified touch-up coating.

7. Surfaces that are shop primed with inorganic zinc primers shall receive a field touch-up of organic zinc primer per System No. 18 to cover scratches or abraded areas.

8. Surfaces that are shop primed shall receive a field touch-up of the same primer used in the original prime coat.

F. Painting Systems

1. All materials of a specified painting system, including primer, intermediate, and finish coats, shall be produced by the same manufacturer. Thinners, cleaners, driers, and other additives shall be as recommended by the paint manufacturer for the particular coating system.

2. Deliver paints to the jobsite in the original, unopened containers.

G. Paint Storage and Mixing

1. Store and mix materials only in areas designated for that purpose by the Owner’s Representative. The area shall be well-ventilated, with precautionary measures taken to prevent fire hazards. Post “No Smoking” signs. Storage and mixing areas shall be clean and free of rags, waste, and scrapings. Tightly close containers after each use. Store paint at an ambient temperature from 50°F to 100°F.

2. Prepare multiple-component coatings using all of the contents of the container for each component as packaged by the paint manufacturer. Do not use partial batches.

Do not use multiple-component coatings that have been mixed beyond their pot life.

Provide small quantity kits for touch-up painting and for painting other small areas.

Mix only the components specified and furnished by the paint manufacturer. Do not intermix additional components for reasons of color or otherwise, even within the same generic type of coating.

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PAINTING AND COATING 09900-9
H. Procedures for the Application of Coatings

1. Conform to the requirements of SSPC PA-1. Follow the recommendations of the coating manufacturer including the selection of spray equipment, brushes, rollers, cleaners, thinners, mixing, drying time, temperature and humidity of application, and safety precautions.

2. Stir, strain, and keep coating materials at a uniform consistency during application.

Power mix components. For multiple component materials, premix each component before combining. Apply each coating evenly, free of brush marks, sags, runs, and other evidence of poor workmanship. Use a different shade or tint on succeeding coating applications to indicate coverage where possible. Finished surfaces shall be free from defects or blemishes.

3. Do not use thinners unless recommended by the coating manufacturer. If thinning is allowed, do not exceed the maximum allowable amount of thinner per gallon of coating material. Stir coating materials at all times when adding thinner. Do not flood the coating material surface with thinner prior to mixing. Do not reduce coating materials more than is absolutely necessary to obtain the proper application characteristics and to obtain the specified dry-film thicknesses.

4. Remove dust, blast particles, and other debris from blast cleaned surfaces by dusting, sweeping, and vacuuming. Allow ventilator fans to clean airborne dust to provide good visibility of working area prior to coating applications. Remove dust from coated surfaces by dusting, sweeping, and vacuuming prior to applying succeeding coats.

5. Apply coating systems to the specified minimum dry-film thicknesses as measured from above the peaks of the surface profile.

6. Apply primer immediately after blast cleaning and before any surface rusting occurs, or any dust, dirt, or any foreign matter has accumulated. Reclean surfaces by blast cleaning that have surface colored or become moist prior to coating application.

7. Apply a brush coat of primer on welds, sharp edges, nuts, bolts, and irregular surfaces prior to the application of the primer and finish coat. Apply the brush coat prior to and in conjunction with the spray coat application. Apply the spray coat over the brush coat.

8. Before applying subsequent coats, allow the primer and intermediate coats to dry for the minimum curing time recommended by the manufacturer. In no case shall the time between coats exceed the manufacturer’s recommendation.

9. Each coat shall cover the surface of the preceding coat completely, and there shall be a visually perceptible difference in applied shade or tint of colors.

Redlands Regular Meeting of 12-17-2024 962 of 1598
PAINTING AND COATING 09900-10

10. Applied coating systems shall be cured at 75°F or higher for 48 hours. If temperature is lower than 75°F, curing time shall be in accordance with printed recommendations of the manufacturer, unless otherwise allowed by the Owner’s Representative.

11. Assembled parts shall be disassembled sufficiently before painting or coating to ensure complete coverage by the required coating.

I. Surfaces Not To Be Coated
Do not paint the following surfaces unless otherwise noted in the drawings or in other specification sections. Protect during the painting of adjacent areas:

1. Concrete walkways.

2. Mortar-coated pipe and fittings.

3. Stainless steel.

4. Metal letters.

5. Glass.

6. Roofings.

7. Fencing.

8. Copper tubing, red brass piping, and PVC piping except where such piping occurs in rooms where the walls are painted, or required for color coding.

9. Electrical fixtures except for factory coatings.

10. Nameplates.

11. Grease fittings.

12. Brass and copper, submerged.

13. Buried pipe, unless specifically required in the piping specifications.

14. Fiberglass items, unless specifically required in the FRP specifications.

15. Aluminum handrail, stairs, and grating.

J. Protection of Surfaces Not To Be Painted
Remove, mask, or otherwise protect hardware, lighting fixtures, switchplates, aluminum surfaces, machined surfaces, couplings, shafts, bearings, nameplates on machinery, and other surfaces not intended to be painted. Provide drop cloths to prevent paint materials Redlands Regular Meeting of 12-17-2024 963 of 1598
PAINTING AND COATING 09900-11
from falling on or marring adjacent surfaces. Protect working parts of mechanical and electrical equipment from damage during surface preparation and painting process. Mask openings in motors to prevent paint and other materials from entering the motors.

K. Surfaces To Be Coated
The exact coating to be applied in any location is not designated by the descriptive phrases in the coating system titles such as “corrosive environment,” “buried metal,” or “submerged metal.” Coat surfaces with the specific coating systems as described below:

1. Coat aboveground and exposed piping or piping in vaults and structures as described in the various piping specifications. Color of finish coat shall be as selected by the Owner.

2. Coat valves as described in the various valve specifications.

3. Coat buried flanges, nuts and bolts, valves, flexible pipe couplings, exposed rebar in thrust blocks, and valve boxes per System No. 21. Coat buried bolt threads, tie bolt threads, and nuts per System No. 24.

L. Dry-Film Thickness Testing

1. Measure coating thickness specified for metal surfaces with a magnetic-type dryfilm thickness gauge. Provide certification that the gauge has been calibrated by a certified laboratory within the past six months. Provide dry-film thickness gauge as manufactured by Mikrotest or Elcometer.

2. Test the finish coat of metal surfaces (except zinc primer and galvanizing) for holidays and discontinuities with an electrical holiday detector, low-voltage, wetsponge type. Provide measuring equipment. Provide certification that the gauge has been calibrated by a certified laboratory within the past six months. Provide detector as manufactured by Tinker and Rasor or K-D Bird Dog.

3. For metal surfaces, make five separate spot measurements (average of three readings) spaced evenly over each 100 square feet of area (or fraction thereof) to be measured. Make three readings for each spot measurement of either the substrate or the paint. Move the probe or detector a distance of 1 to 3 inches for each new gauge reading. Discard any unusually high or low reading that cannot be repeated consistently. Take the average (mean) of the three readings as the spot measurement. The average of five spot measurements for each such 100 square foot area shall not be less than the specified thickness. No single spot measurement in any 100 square foot area shall be less than 80%, nor more than 120%, of the specified thickness. One of three readings which are averaged to produce each spot measurement may underrun by a greater amount.

4. Perform tests in the presence of the Owner’s Representative.

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PAINTING AND COATING 09900-12
M. Repair of Improperly Coated Surfaces
If the item has an improper finish color or insufficient film thickness, clean and topcoat the surface with the specified paint material to obtain the specified color and coverage.

Sandblast or power-sand visible areas of chipped, peeled, or abraded paint, feathering the edges. Then prime and finish coat in accordance with the specifications. Work shall be free of runs, bridges, shiners, laps, or other imperfections.

N. Cleaning

1. During the progress of the work, remove discarded materials, rubbish, cans, and rags at the end of each day’s work.

2. Thoroughly clean brushes and other application equipment at the end of each period of use and when changing to another paint or color.

3. Upon completion of painting work, remove masking tape, tarps, and other protective materials, using care not to damage finished surfaces.

END OF SECTION
Redlands Regular Meeting of 12-17-2024 965 of 1598
GENERAL PIPING REQUIREMENTS 15050-1
SECTION 15050 GENERAL PIPING REQUIREMENTS
PART 1 - GENERAL
A. Description
This section describes the general requirements for selecting piping materials; selecting the associated bolts, nuts, and gaskets for flanges for the various piping services in the project; and miscellaneous piping items.

B. Submittals

1. Submit shop drawings in accordance with Section 01330.

2. Submit affidavit of compliance with referenced standards (e.g., AWWA, ANSI, ASTM, etc.).

3. Submit certified copies of mill test reports for bolts and nuts, including coatings if specified. Provide recertification by an independent domestic testing laboratory for materials originating outside of the United States.

4. Submit manufacturer's data sheet for gaskets supplied showing dimensions and bolting recommendations.

5. Submit manufacturer's data sheet for insulating unions, showing recommended installation procedures.

C. Definitions of Buried and Exposed Piping

1. Buried piping is piping buried in the soil, commencing at the wall or beneath the slab of a structure. Where a coating is specified, provide the coating up to the structure wall. Piping encased in concrete is considered to be buried. Do not coat encased pipe.

2. Exposed piping is piping in any of the following conditions or locations:
a. Above ground.
b. Inside buildings, vaults, or other structures.
c. In underground concrete trenches or galleries.

Redlands Regular Meeting of 12-17-2024 966 of 1598
GENERAL PIPING REQUIREMENTS 15050-2
PART 2 - MATERIALS
A. Materials Selection and Alternative Materials

1. The drawings may show alternative piping materials for certain services. In such cases, the same pipe material shall be used for all pipe sizes in all locations for the given piping service. Do not intermix piping materials.

B. Thread Forming for Stainless Steel Bolts
Form threads by means of rolling, not cutting or grinding.

C. Bolts and Nuts for Flanges for Steel and Ductile Iron Piping

1. Bolts and nuts for buried or submerged Class 150 flanges shall conform to ASTM A307 Grade B.

2. Not used

3. Bolts and nuts used in flange insulation kits shall conform to ASTM A307 Grade B.

4. Provide washers for each nut. Washers shall be of the same material as the nuts.

D. Lubricant for Stainless Steel Bolts and Nuts
Not used
E. Gaskets for Flanges for Steel and Ductile-Iron Piping and Fittings in Water Service Gaskets shall be ring type, 1/8-inch thick, non-asbestos, aramid fibers with nitrile binder.

Gaskets shall have "nominal" pipe size inside diameters not the inside diameters per ANSI B16.21. Products: Garlock Blue-Gard 3000, Tripac #5000 or equal.

PART 3 - EXECUTION
A. Installing Flanged Piping

1. Set pipe with the flange bolt holes straddling the pipe horizontal and vertical centerline. Install pipe without springing, forcing, or stressing the pipe or any adjacent connecting valves or equipment. Before bolting up, align flange faces to the design plane within 1/16 inch per foot measured across any diameter. Align flange boltholes within 1/8-inch maximum offset.

2. Clean flanges by wire brushing before installing flanged fittings. Clean flange bolts and nuts by wire brushing, lubricate carbon steel bolts with oil and graphite, and tighten nuts uniformly and progressively.

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GENERAL PIPING REQUIREMENTS 15050-3

3. Bolt lengths shall extend completely through their nuts. Any which fail to do so shall be considered acceptably engaged if the lack of complete engagement is not more than one thread.