Victorville City Council
August 16, 2022

18240 North Bank Rd. Date
Roseburg, OR 97470 8/2/2022
P: 541-496-9678
Customer:

Quantity Price
1 $ 256,503.80
Freight to:

Note: Cost of freight will be set for 30 days from the date of any firm freight quote.

SUBTOTAL 256,503.80$
ESTIMATED FREIGHT 13,330.00$
ROMTEC UTILITIES QUOTE TOTAL 269,833.80$
ESTIMATED TAX BASED ON RATE OF: 8.75% 22,444.08$
Customer/Owner Authorized Signature Date Romtec Utilities Authorized Signa Date Customer/Owner Printed Name Romtec Utilities Printed Name Customer/Owner Company

PROPOSAL
Victorville Wellness Center Wastewater Lift Station
City of Victorville
Stephan Longoria
Description
The Design, Supply, and Services for the Victorville Wellness Center Wastewater Lift Station per the 07/29/22 Romtec Utilities Preliminary Scope of Products and Services.

Victorville, CA
*This pricing is based on the understanding that Romtec Utilities will be released for production within ninety (90) days.

If, for any reason, Romtec Utilities has not received Submittal Approval and Notice to Proceeed on Production within ninety (90) days from the proposal date, Romtec Utilities reserves the right to update the purchase order price to reflect inflationary cost changes.
*Romtec Utilities requires the customer submit the completed Credit Application and Project Information forms in order to determine bonding requirements (if applicable), and before any order-specific payment terms can be finalized. *Signing this purchase order authorizes Romtec Utilities to begin work on the Romtec Utilities Scope of Supply and Design Submittal document (SSDS), which the customer will review prior to providing design approval and notice to proceed on production. Only after Romtec Utilities receives design approval and formal notice to proceed on production will the physical production of the system commence. Other terms and conditions, such as a deposit payment, may apply prior to commencing production.
*This proposal includes estimated sales or use tax based on the information available at the time of quoting. All sales are assumed subject to sales and use tax unless the customer provides Romtec Utilities with a resale certificate or proof of exemption. The applicable sales tax is subject to change on final invoice.

By signing this purchase order, the customer accepts and agrees to the pricing and the attached terms and conditions. Romtec Utilities reserves the right to update the pricing at any time if any of the terms and conditions are modified or amended for any reason.
*Due to recent market volatility and inflation rates, the proposal pricing is valid for two (2) weeks from the proposal date. If the Customer has not returned a signed purchase order within two (2) weeks of the proposal date, Romtec Utilities reserves the right to update the price to reflect cost changes.

Document Date: 4/1/2020
EXHIBIT B, FEE SCHEDULE, PROJECT ESC23-031
20/General Services Provider Standard Agreement, Project ESC23-031

Credit Terms
Deviation From Payment
Delay of Project
Delay of Deliverable Goods
Time is of the essence with respect to Customer's payment of the purchase price, and timely payment shall not be delayed or excused for any reason. Any payment agreement between Customer and other parties, or failure by other parties to pay Customer or perform any agreement with Customer shall not result in delay of any payment or deviation in any way from the agreed payment terms. Romtec Utilities does not accept partial payments, any offsets, and/or retainage against the Purchase Order price. Should Customer deviate from the agreed payment terms for any reason, the terms granted may be revoked by Romtec Utilities, and any remaining goods or services as yet undelivered may be subject to pre-payment terms whereby payment in full for deliverable goods is due ten (10) days prior to delivery.

Any amounts not paid when due shall bear interest at the rate of 15 percent per annum or the highest lawful rate applicable, beginning from the date payment was originally due per the agreed payment terms. For Customer accounts that are 15 days or more overdue, Romtec Utilities withholds all warranty-related services until the Customer’s account is fully paid and in good standing. Withholding of warranty service from overdue Customer accounts does not extend or otherwise affect the warranty period.

In addition to these standard terms, Romtec Utilities, Inc. (herein referred to as “Romtec Utilities”) offers to the Customer (the entity signing for and agreeing to this purchase order, herein referred to as “Customer”) additional order-specific payment terms upon approved credit application and/or Customer payment bond. Payments may be by check or wire transfer, Visa, MasterCard, Discover, or American Express (a separate fee will be charged for payments exceeding $20,000 made by credit card and for all COD orders). Romtec Utilities may agree, at its sole option, to accept COD payment by bank certified funds or cashier's check, provided the shipping vendor is selected by Romtec Utilities.

Unless otherwise stated in the order-specific payment terms, Romtec Utilities requires a deposit payment (to be defined in the order-specific payment terms) at or before the customer provides formal Notice to Proceed on Production (after design approval).

If Romtec Utilities is required to supply a performance and payment bond, Romtec Utilities charges 2.75% of the total contract value as the bonding rate.

Unless otherwise stated in the Romtec Utilities price quote, this amount is not included in any pricing shown on the quote and may be applicable at the time of invoice.

Prior to finalizing any order-specific payment terms, the Customer shall provide a completed credit application (subject to approval) and/or evidence of a payment bond securing Customer's obligation to pay the balance of the purchase price in full. All credit terms are conditional and may be modified subsequently if, in the opinion of Romtec Utilities, new information or conditions warrant such modification*.
* Should Romtec Utilities choose not to approve credit terms or if terms must be subsequently modified, an alternative payment plan will be offered to the Customer.

Design and Supply Terms and Conditions
Romtec Utilities, Inc. (ROMTEC UTILITIES), will provide the products listed on the Purchase Order in accordance with the following terms and conditions:

If any shipment of deliverable goods is delayed for any reason after the goods become deliverable, Customer agrees to accept invoicing for deliverable goods from Romtec Utilities and to pay in accordance with the agreed payment terms. Goods are considered deliverable from the date Romtec Utilities is ready to transfer the goods to a shipping carrier.

For Customer requested shipping delays, Customer agrees to pay Romtec Utilities prior to shipping for any incurred costs, plus storage fees for any goods stored by Romtec Utilities for any period of more than seven (7) days after the goods were originally ready to deliver.

STANDARD PAYMENT TERMS
If for any reason Romtec Utilities is delayed or unable to finish producing deliverable goods per the purchase order for any amount of time beyond one (1) year from the date of the fully executed purchase order, Customer agrees to accept invoicing for and pay in full for all of Romtec Utilities’ completed design work, related administrative expenses, and any customer authorized purchase of materials, regardless of the agreed payment terms or any subsequent modification.

Romtec Utilities reserves the right to update pricing after one (1) year has passed from the date of the fully executed purchase order, and Customer agrees to accept any related cost increases.

At its sole option, Romtec Utilities may terminate the agreement if satisfactory progress toward completion of the agreement is not made within one (1) year of the date of the fully executed purchase order. If Romtec Utilities elects to terminate the agreement, Customer agrees to accept invoicing for and pay in full for all of Romtec Utilities’ completed design work, related administrative expenses, and any customer authorized purchase of materials, regardless of the agreed payment terms or any subsequent modification.

Document Date: 4/1/2020
EXHIBIT B, FEE SCHEDULE, PROJECT ESC23-031
21/General Services Provider Standard Agreement, Project ESC23-031

Change Orders
Cancellation
Collection Costs

ADDITIONAL TERMS
Description of Products and Services
Delivery Terms
Freight Damage Claims
Romtec Utilities will not be liable for any delay in the performance of orders or contracts, or in the delivery or shipment of goods, or for any damages suffered by the Customer by reason of such delay. Unless otherwise stated in the Purchase Order, all goods are shipped FOB Roseburg, Oregon, which means that the risk of loss or damage to the goods and risk of delays in transit passes to the Customer when the goods are duly delivered by Romtec Utilities to the carrier in Roseburg, Oregon. Romtec Utilities has no control over arrival time of any such shipment, and shall not be responsible for delays in shipments once the goods are in possession of the carrier.

If Customer fails to pay any amount when due, and ROMTEC UTILITIES incurs any expenses in pursuit of collection, Customer agrees to pay the reasonable attorney fees (whether or not litigation is commenced) and other costs of such collection.

Upon receipt of a signed purchase order from the Customer, Romtec Utilities begins producing the Scope of Supply and Design Submittal document (SSDS). Once the initial SSDS is complete, the customer (and any other relevant reviewing authority(ies)) will review the SSDS and provide any comments. Any of these comments that result in modifications to the design described in the SSDS may result in a price adjustment in the form of a written change order to be signed by the Customer. This is part of the standard design submittal and revision process.

After the customer provides formal Submittal Approval and/or Notice to Proceed on Production by signing the appropriate form (generally included in the SSDS), but prior to Romtec Utilities’ completed manufacturing of any deliverable goods, any new comments or changes that result in modification to the Scope of Supply and Design Submittal will result in updated purchase order pricing, in the form of a written change order to be signed by the Customer. Payment terms for the change order will be determined at the time of the change order and will depend on the type of change order and its timing relative to the project’s status and production progress.

After Romtec Utilities has produced any deliverable goods related to the Purchase Order or any related Change Orders, any new changes may require prepayment in advance of delivery, or payment by credit card if amounts are nominal ($20,000 and under), or may require a separate purchase order.

Customer may only cancel the Purchase Order with the authorized signer of the ROMTEC UTILITES Purchase Order. Should the Customer cancel this order prior to obtaining approval of the ROMTEC UTILITIES Scope of Supply & Design Submittal, the Customer agrees to pay ROMTEC UTILITIES 40% of the value of the Purchase Order. Should the Customer cancel this order after granting approval of the ROMTEC UTILITIES Scope of Supply & Design Submittal but prior to granting Notice to Proceed on Production, the Customer agrees to pay ROMTEC UTILITIES 60% of the value of the Purchase Order. Upon receiving approvals of the ROMTEC UTILITIES Scope of Supply & Design Submittal with Notice to Proceed on Production, ROMTEC UTILITIES will produce its products (and the Customer may not cancel the order) in conformance with this approved document. ROMTEC UTILITIES does not accept returns or exchanges.

All Romtec Utilities products will be manufactured to the specifications as detailed in the Customer approved Romtec Utilities Scope of Supply and Design Submittal (SSDS) (forthcoming after Purchase Order execution). The Customer grants approval of the SSDS by signing the formal SSDS approval form that will be included with the SSDS. The Customer must also grant formal Notice to Proceed on Production prior to Romtec Utilities commencement of manufacturing. Depending on the Purchase Order and project timing, the Customer may grant formal Notice to Proceed on Production via the same form as the SSDS approval, or a separate form.

Romtec Utilities provides all supporting data describing the products and services in the form of the SSDS for submittal to the Customer and by the Customer to any appropriate reviewing agency or authority, including but not limited to government agencies or end-owners. The SSDS may include drawings, specifications, descriptions, and other details regarding what is included and not included in Romtec Utilities’ scope of work for any particular purchase order. Romtec Utilities recognizes only the Customer approved SSDS as the only document that defines what Romtec Utilities will supply with respect to this Purchase Order. Customer accepts complete legal and financial responsibility for any subsequent deviations from a formally approved SSDS. If for any reason the Customer formally approves the SSDS, grants Romtec Utilities Notice to Proceed on Production, and/or requests delivery of any product prior to receiving approval of the SSDS from all appropriate reviewing agencies or authorities, the Customer agrees to accept complete and total financial risk related to any subsequent changes that result from further review of the approved SSDS or any subsequent changes mandated by any reviewing authority. In addition, the Customer will indemnify, defend, and hold Romtec Utilities harmless from and against any and all claims, demands, action, and causes of action related to any nonconformance resulting from such advance SSDS approval.

If Romtec Utilities agrees to ship goods under any arrangement other than FOB Roseburg, Oregon, any claims by the Customer for damage in transit shall be deemed waived and released by the Customer, unless made in writing endorsed on the bill of lading at the time Customer accepts delivery of the merchandise. CUSTOMER SHOULD CAREFULLY INSPECT THE MERCHANDISE BEFORE ACCEPTING DELIVERY. Document Date: 4/1/2020 EXHIBIT B, FEE SCHEDULE, PROJECT ESC23-031
22/General Services Provider Standard Agreement, Project ESC23-031

Procedure for Handling Products
Safety Threats
Contract Documents
Attorney Fees
Controlling Provisions
Binding Effect
Notice
Customer agrees and acknowledges:

Together with this Purchase Order, the following constitute the “Contract Documents” and the entire contract between the parties, either written or oral:
(i) ROMTEC UTILITIES Scope of Supply & Design Submittal, (ii) Limited Warranty document (usually attached separately and generally available for viewing and downloading at https://romtecutilities.com/wp-content/uploads/2021/06/Romtec-Utilities-comprehensive-warranty-6-14-21.pdf, (iii) Change Order form, (iv) the Pre-Construction Checklist, (v) On-site Construction Report, (vi) Start–Up Checklist, and (vii) Start-Up Report.

In any dispute involving the interpretation or enforcement of this agreement or involving issues related to bankruptcy (whether or not such issues relate to the terms of this agreement), the prevailing party shall be entitled to recover from the non-prevailing party reasonable attorney fees, paralegal fees, costs, disbursements, and other expenses incurred by the prevailing party in the dispute, including those arising before and at any trial, arbitration, bankruptcy, or other proceeding, and in any appeal or review thereof. In addition, the amount recoverable by the prevailing party shall include an amount estimated as the fees, costs, disbursements, and other expenses that will be reasonably incurred in collecting a monetary judgment or award, or otherwise enforcing any order, judgment, award, or decree entered in the proceeding.

This agreement shall be interpreted and enforced according to the laws of the state of Oregon. The parties irrevocably submit and consent to the jurisdiction of the circuit courts of the State of Oregon for Douglas County, with respect to litigation regarding any dispute, claim or other matter related to this contract.
• Customer is solely responsible for ensuring safety in all facets of installation • Customer, not ROMTEC UTILITIES, assumes full responsibility for installation of the equipment. • Customer is not an agent of ROMTEC UTILITIES in any capacity.

Romtec Utilities may provide informational documentation and/or recommendations related to installation and may provide an advisor to be present at installation, but any such advisor will have no authority, responsibility, or obligation to supervise, direct, or otherwise account for Customer's personnel or any other personnel not directly employed by Romtec Utilities during the course of installation.

All notices required by this Purchase Order agreement shall be in writing addressed to the party to whom the notice is directed at the address of that party set forth in this Purchase Order agreement and shall be deemed to have been given for all purposes upon receipt when personally delivered; one day after being sent, when sent by recognized overnight courier service; two days after deposit in United States mail, postage prepaid, registered or certified mail; or on the date transmitted by facsimile. Any party may designate a different mailing address or a different person for all future notices by notice given in accordance with this paragraph.
• Misuse of machinery, such as cranes used in installation. • High voltage.
• Inadequate shoring of dirt walls during underground installation.

Customer is solely responsible for installation of Romtec Utilities supplied materials. The Customer accepts total responsibility for the installation of Romtec Utilities supplied products, and Romtec Utilities is not liable in any way for any structural failures or other problems that occur as a result of the actual installation varying in any way from the Romtec Utilities specifications in the Scope of Supply and Design Submittal and/or varying from any other installation recommendations provided by Romtec Utilities.Romtec Utilities hereby notifies the customer of the following:
• Products are not packaged for or palletized to withstand rough road transportation or other abuse. • Products will require special equipment to unload from delivery trucks.

Installation of the equipment to be supplied may implicate specific potential safety threats, among others:
• Work in confined spaces, particularly within wet wells or vaults.

The terms and conditions of this Purchase Order shall supersede and control any provisions, terms, and conditions contained on any confirmation order, Purchase Order, or other writing the Customer may give or receive, and the rights of the parties shall be governed exclusively by the provisions, terms, and conditions hereof.

This Purchase Order agreement shall be effective and in force only when signed by Customer and also signed by ROMTEC UTILITIES. ROMTEC UTILITIES must consent to any assignment of this Purchase Order agreement in writing. Subject to any restrictions upon assignment, this Purchase Order agreement shall be binding on and inure to the benefit of the heirs, legal representatives, successors, and assigns of the parties.

Document Date: 4/1/2020
EXHIBIT B, FEE SCHEDULE, PROJECT ESC23-031
23/General Services Provider Standard Agreement, Project ESC23-031

Modification
Interpretation
Severability
Waiver
Counterparts
Force Majeure
Neither party will be liable for any delay or failure in the performance of any obligation under this Agreement or for any loss or damage (including indirect or consequential damage) to the extent that such nonperformance, delay, loss, or damage results from any contingency that is beyond the control of such party, provided such contingency is not caused by the fault or negligence of such party. A contingency for the purposes of this Agreement includes Acts of God, fires, floods, earthquakes, explosions, storms, wars, hostilities, blockades, public disorders, pandemic or other public health emergency, quarantine restrictions, embargoes, strikes, other labor disturbances or down time, unavailability of electronic communication lines or equipment, and compliance with any law, order or control of, or insistence by any governmental or military authority.

Waiver of any party of strict performance of any provision of this Purchase Order agreement shall not be a waiver of or prejudice any party’s right to require strict performance of the same provision in the future or of any other provision.

This Purchase Order agreement may be executed in multiple counterparts, each of which shall constitute one agreement, even though all parties do not sign the same counterpart.

The invalidity of any term or provision of this agreement shall not affect the validity of any other provision.

No modification of this Purchase Order agreement shall be valid unless it is in writing and is signed by all of the parties.

The paragraph headings are for the convenience of the reader only and are not intended to act as a limitation on the scope or meaning of the paragraphs themselves. This agreement shall not be construed against the drafting party.

Document Date: 4/1/2020
EXHIBIT B, FEE SCHEDULE, PROJECT ESC23-031
24/General Services Provider Standard Agreement, Project ESC23-031

ATTACHMENT B

Item Number: 25
City Council / Board of Directors
Written Communications
Meeting of: August 16, 2022
Submitted By:

Brian Gengler, City Engineer

Subject:

Wellness Center Project – Award Construction Contract / Work Order for Phase 2 Recommendation:

That the Honorable City Council approve a construction contract / Work Order with Angeles Contractor Inc. for the Phase 2 construction of the Wellness Center Project in an amount not to exceed of $15,427,974.88.

Fiscal Impact:

This action will result in a fiscal impact of $15,427,974.88. There are sufficient funds available in the budget to cover the planned expenses for the Phase 2 construction contract. The three funding sources for the current contract are: Homekey Round 2 (the capital portion); Homeless Housing, Assistance and Prevention (HHAP) Grant; and American Rescue Plan Act (ARPA) Local Allocation (capital projects and purchases).

Please refer to the table below which shows the budget account number, funding source, original funding amount, current unencumbered amount, and remaining unencumbered amount.

Account Number Funding
Source
Original
Funding
Amount
Current
Unencumbered
Amount
Remaining
Unencumbered
Amount
Following
Proposed Use
2700011-55060-97063 Homekey
(Capital) $23,612,058 $6,513,765 $0
2704020-43110-20476 HHAP $300,000 $300,000 $0
2770010-55000-97063 ARPA
(Capital) $17,000,000 $10,703,390 $2,089,180
2 7
3 5
To date, prior to the recommendations made in this City Council meeting agenda, contracts and purchases totaling an estimated $18,871,460, have been approved for this project. Taking action in accordance with the staff recommendation for this item and others related to the Wellness Center project as part of this City Council meeting agenda will increase total contracts and purchases to an estimated $35,575,232.

The Homekey grant requires the City to provide a local funding match of $4,075,190. With these approvals, the City will surpass the minimum match requirement by $7,887,984, with expenditures under HHAP, ARPA, Permanent Housing Allocation (PLHA) and Community Development Block Grant (CDBG) funding.

Although the match of $4,075,190 has been budgeted under Measure P in Fiscal Year 2022-2023, ARPA funding is being proposed for use in lieu of Measure P at this time. Use of the ARPA funds in this manner is consistent with the funding plan approved by the City Council on July 20, 2021, and authorization granted to the City Manager to reallocate ARPA funds among funding categories.

Background:

The Wellness Center, to be located at 16902 First Street, will include a low-barrier emergency shelter, recuperative care facility, medical clinic, interim housing and wraparound support services. The facility will include a non-congregate design of modular housing buildings with 110 separate units allowing a minimum capacity of 170 beds.

On September 29, 2021, City Council approved Resolution No. 21-101 authorizing staff to pursue funding from the California Department of Housing and Community Development (HCD) for Homekey Program funds to construct and operate the Wellness Center. On December 15, 2021, the City was notified by HCD of an award in the amount of $28,004,058 under Homekey Round 2 for the Wellness Center project, of which $23,612,058 was awarded to fund capital construction costs and $4,392,000 for operational expenses.

On March 15, 2022, City Council approved an agreement for construction management with the Pacifica Services, Inc., in an amount not to exceed of $2,373,601. Also, on March 15, 2022, City Council approved the initial ezIQC Sourcewell construction contract/Work Order with Angeles Contractor, Inc. (“ACI”) in the amount of $4,827,947.76, for the construction of Phase 1 of the Victorville Wellness Center (the “Project”) 1.

On April 1, 2022, construction for Phase 1 started. The scope of the Phase 1 construction includes the following: the VVWRA Interceptor through the project boundaries; grading of the site; a stormwater detention basin; and underground utilities for storm drain, sewer, domestic water, fire suppression, electrical and gas. The project was separated into two construction phases to start construction as soon as feasible with the goal of completing construction by December 15, 2022, which is a Homekey grant deadline. Phase 1 was started while the plans for the project were being completed. The Phase 1 plans were 1 Procurement of construction services for the Project using Sourcewell’s cooperative purchasing contract was originally approved by adoption of Resolution No. 20-091 on August 18, 2020 by a 4-0 vote. 2 7
3 5
subsequently approved by the City for grading, drainage, sewer, domestic water, fire suppression, plumbing and electrical.

On April 5, 2022, City Council approved contracts with Connect Homes in the amount not to exceed of $5,067,607.00 for the manufacturing of 46 modular shelter units, and Urban Bloc in the amount not to exceed of $1,200,021.00 for the manufacturing of five modular bathroom units. On June 2, 2022, City Council approved a contract with Connect Homes in the amount not to exceed of $3,385,515.00 for the manufacturing of modular units for four community buildings.

Shortly after construction commencement, ground water was encountered in April 2022 at a higher level than identified in the geotechnical studies for the site. This caused a redesign of the civil storm drain plans and building foundations. In addition, additional dewatering equipment was needed to temporarily lower the water level to install a regional sewer line through the project site for Victor Valley Wastewater Reclamation Authority (VVWRA). On July 19, 2022, City Council approved supplemental work orders totaling $763,127.02 for the Phase 1 contract. Additional related supplemental work orders are currently under review by Pacifica and City staff.

The plans for Phase 2 of the Project have now been approved by the City and include:
street improvements; structural work, architectural work; and landscaping. The scope of the Phase 2 construction includes: a sewer lift station and grease interceptor; street improvements, a fire access road, a parking lot; building foundations; anchoring the modular buildings to the foundations; electrical wiring; utility connections to the buildings; finishes on the community buildings; food service equipment in the cafeteria building; wood decking for porches and patios; accessible concrete sidewalk and paths; irrigation; landscaping; fencing; gates; and other miscellaneous improvements.

Discussion:

The Phase 2 construction needs to start as soon as possible to avoid delays in the project schedule. The most expedient procurement method is using a cooperative purchasing construction agreement procured through Sourcewell. Preparing a bid package, advertising for construction and awarding a construction contract is estimated to take at least two months.

ACI has priced the Phase 2 construction, which has been processed through Sourcewell, in the amount of $15,427,974.88. A construction contract / Work Order for Phase 2 has been prepared by Sourcewell and modified by the City Attorney’s Office (Attachment A) to take a form similar to that awarded for Phase 1.

This contract consists of the Sourcewell “ezIQC” Work Order, which describes the items of work, the time of completion / performance, and pricing for Phase 2, to which an Exhibit A is attached containing the appropriate City contract terms and conditions, as well as those of the underlying Sourcewell contract under which the work was procured.

Attachment A to this staff report contains, the construction contract / Work Order. The contract authorizes the not to exceed amount for this total price. 2 7
3 5
There have been delays in the Phase 1 schedule, mainly due to ground water being higher than expected, revisions to the plans and delays in procuring various equipment and materials. The original Phase 1 completion date was July 31, 2022, and the estimated substantial completion extends until October 7, 2022. There will be some overlap with completing the Phase 1 work with the Phase 2 work. The Phase 2 contract / Work Order has an estimated start date of September 1, 2022 and a completion date for Phase 2, and the entire project, by May 18, 2023.

As stated previously, the original completion date for construction required by the Homekey grant award is December 15, 2022. However, as authorized within the Homekey Standard Agreement, staff has requested a time extension from HCD, which administers the Homekey grant program, to allow for the completion of construction beyond the original Homekey construction deadline.

While the City of Victorville has made significant progress on the Wellness Center, the City is not immune to supply chain issues during these current economic conditions and the project has encountered unforeseen site challenges that are impacting the schedule.

Staff recommends that the Honorable City Council approve the attached construction contract / Work Order with Angeles Contractor Inc. for the Phase 2 construction of the Wellness Center Project in an amount not to exceed of $15,427,974.88.

Attachment: A. Sourcewell ezIQC Construction Contract (Work Order) with Angeles Contractor, Inc.

ATTACHMENT A
Work Order Signature Document
EZIQC Contract No.: CA-R8-GB06-123021-ACI
Victorville Wellness Center, phase 2
New Work Order
107752.00
Work Order Title:

Work Order Number.:

X Modify an Existing Work Order
Work Order Date: 08/09/2022
Contractor Name:

Contact:

Phone:

Contact:

Phone:

Young Kang, President
626.923.3800
Owner Name: City of Victorville
Keith C. Metzler, City Manager
760.955.5029
Angeles Contractor Inc.

Work to be Performed
Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of Sourcewell ezIQC Contract No CA-R8-GB06-123021-ACI, the terms and conditions of the attached Exhibit A (City of Victorville Amendment to Work Order No. 107752.00), and the terms and conditions of the attached Exhibit B (Provisional Language).

Brief Work Order Description: Phase 2 scope per plans provided and full Detailed Scope of Work as developed by Contractor for Owner review and approval.

X Will not apply:Liquidated Damages Will apply:

Estimated Start Date: 09/01/2022
Estimated Completion Date: 05/18/2023
Time of Performance
Work Order Firm Fixed Price: $15,427,974.88

2.00

8/9/2022
Work Order Signature Document
THE CITY OF VICTORVILLE ANGELES CONTRACTOR, INC.

By
Print Name
By
Print Title
Date
Print Name
Print Title
ATTEST
Date

APPROVED AS TO FORM
Jennifer Thompson, City Clerk By: Andre de Bortnowsky, City Attorney {Approximately 260 days from the Notice to
Proceed issuance by the City to the Contractor}

3.00 Detailed Scope of Work
To: Young Kang, President From: Keith C. Metzler, City Manager Angeles Contractor Inc.
783 Phillips Drive
City of Industry, CA 91748
626.923.3800
City of Victorville
14343 Civic Drive
Victorville, CA
760.955.5029
Work Order Number:

Date Printed:

Work Order Title:

Brief Scope:

August 09, 2022
107752.00
Victorville Wellness Center, phase 2
Phase 2 scope per plans provided and full Detailed Scope of Work as developed by Contractor for Owner review and approval.

Revised FinalPreliminary X
The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the items set forth below shall be considered part of this scope of work.

See attached.

Subject to the terms and conditions of ezIQC Contract CA-R8-GB06-123021-ACI, the terms and conditions of the attached Exhibit A (City of Victorville Amendment to Work Order No. 107752.00), and the terms and conditions of the attached Exhibit B (Provisional Language).

8/9/2022
Scope of Work
THE CITY OF VICTORVILLE ANGELES CONTRACTOR, INC.

Print Name
By
Print Title
Date Date
By
Print Name
Print Title
ATTEST
Jennifer Thompson, City Clerk

APPROVED AS TO FORM
By: Andre de Bortnowsky, City Attorney

SCOPE OF WORK
Phase 2
CONSTRUCTION SERVICES FOR Phase II

VICTORVILLE WELLNESS CENTER
AT
16902 FIRST ST., VICTORVILLE, CA.

Detailed Scope of Work
Project Work Order # 107752.00
Project Title and Location: Victorville Wellness Center, Victorville, CA The Contr
actor shall perform all scope of work and shall provide all labors, materials, equipment, and tools necessary to complete in a workmanlike manner.

1. Ar
chitectural Plans based on the following drawing: Plan date:06/25/2022 a. Sheet A-0.0 – Cover Sheet
b. Sheet A-0.1 – Index Sheet
c. Sheet A-0.1A, A0.1B – Resolution No. P-21-049
d. Sheet A-0.2, A-0.3 – Details
e. Sheet A-1.0 – Site Plan
f. Sheet A-1.0A – Accessible Route of Travel Site Plan
g. Sheet A-1.0B – Fire Master Site Plan
h. Sheet A-1.0C – Site Plan / Roof Plan
i. Sheet A1.1, A-1.2, A1.3, A1.4, A1.5, A1.6 – Partial Enlarged Site Plan j. Sheet A-2.0 –Wellness Center Floor Plan & Exam/Clinic Floor Plank k. Sheet A-2.1 – Recuperative Floor Plan and Details
l. Sheet A-2.2 –Cafeteria/Kitchen, Laundry, Room Floor Plan m. Sheet A-3.0 – Wellness Center Cross/Longitudinal Sections n. Sheet A-3.1 – Unit Shelter Cross/Longitudinal Sections o. Sheet A-3.2 – Section Details
p. Sheet A-3.3, A-3.4 – Details
q. Sheet A-3.5, A-3.6 – Section Details
r. Sheet A-4.0 – Covered Outdoor Locker Area and Details s. Sheet A-4.1 – Covered/ Enclosure Long-term Bicycle Parking t. Sheet A-5.0 – Tubular Steel Fence and Gate Details
u. Sheet A-6.0 – Trash Enclosure Floor Plan and Details

2. Precise Grading Plan based on the following drawings; Plans date: 06/08/2022 a. Sheet 1 of 14 – Title Sheet
b. Sheet 2 of 14 – Index Sheet
c. Sheet 3-4 of 14 – Detail Sheet
d. Sheet 5 – Demolition Plan
e. Sheet 6 of 14 – Horizontal Control Plan
f. Sheet 7-10 of 14 – Precise Grading Plan
g. Sheet 11-12 of 14 – Storm Drain Plan
h. Sheet 13-14 of 14 – Erosion Control Plan

3. Wet Utility Plan based on the following drawings; Plan date: 07/13/2022 a. Sheet 1 of 4 – Title Sheet
b. Sheet 2 of 4 – Private Sewer Details
c. Sheet 3 of 4 – Private Sewer and Water Plan
d. Sheet 4 of 4 – Private Sewer and Water Plan

4. Underground Fire based on the following drawings; Plan date: 07/14/2022 a. Sheet 1 of 2 – Title Sheet
b. Sheet 2 of 2 – Onsite Fire Protection Notes
c. Sheet 3 of 4 – Private Fire Plan
d. Sheet 4 of 4 – Details

5. Electrical Plans based on the following drawings; Plan date: 06/22/2022 a. Sheet E-1 – Symbols and Notes
b. Sheet E-2 – Site Utility Plan
c. Sheet E-2.1 – Single Line Diagram
d. Sheet E-3 – Site Electrical Underground Distribution Plan e. Sheet E-3.1 – Distribution Panels Branch Feeders Under Floor Deck f. Sheet E-4 – Site Signal System Underground Distribution Plan g. Sheet E-4.1 – Site Signal System Under Walkway Deck Distribution h. Sheet E-5 – Site Lighting Underground Branch Circuitry Plan i. Sheet E-5.1 – Panel Schedules (Bld’s 1,2,3,4,5,6)
j. Sheet E-5.2 – Panel Schedules (Bld’s 7,8,9,10,11)
k. Sheet E-5P – Site Lighting Plan Photometric

6. Str
uctural Plans based on the following drawings; Plan date: 10/15/2021 a. Sheet S-1.0 - General Notes
b. Sheet S-1.1 - General Notes, Structural Observation, and Fastening c. Sheet S-2.0 – Structural Site Plan
d. Sheet S-2.1 – Structural Foundation Plan
e. Sheet S-2.2 – Structural Foundation Plan
f. Sheet S-2.3 – Structural Foundation Plan
g. Sheet S-2.4 – Structural Foundation Plan
h. Sheet S-2.5 – Structural Foundation Plan
i. Sheet S-2.6 – Structural Foundation, Roof Framing Plan & Foundation j. Sheet S-3.0 - Details
k. Sheet S-3.1- Details
l. Sheet S-3.2 – Details

7. Pl
umbing Plans based on the following drawings; Plan date: 06/23/2022 a. Sheet P-0.1 – Plumbing Cover Sheet
b. Sheet P-0.2 - Plumbing Details
c. Sheet P-1.01 – Plumbing Gas Site Plan
d. Sheet P-1.02 – Plumbing Waste Site Plan
e. Sheet P-1.03 – Plumbing Site Water Plan
f. Sheet P-1.04 – Plumbing Site Fire Plan

8. Landsc
ape Plans based on the following drawings; Plan date: 06/27/2022 a. Sheet LC-1 – Overall Hardscape Plan
b. Sheet LC-1A - Enlargement Hardscape Plan
c. Sheet LP-1 – Overall Planting Plan
d. Sheet LP-2 – Planting Plan
e. Sheet LP-3 – Planting Images
f. Sheet LI-1 – Irrigation Plan
g. Sheet LI-1A – Hydro zone Plan
h. Sheet LI-1B – Hydro zone Plan
i. Sheet LI-1C – Water Efficient Landscape Worksheet
j. Sheet LI-2 – Irrigation Details

9. Ki
tchen Plans based on the following drawings; Plan date: 05/03/2021 a. Sheet K-1.0 – Info Sheet & Site Plan
b. Sheet K-1.1 - Equipment Layout
c. Sheet K-2.1 – Equipment Schedule
d. Sheet K-3.1 – Plumbing Plan
e. Sheet K-4.1 – Electrical Plan
f. Sheet K-5.1 – Refrigeration Plan
g. Sheet K-6.1 – Building Works Plan
h. Sheet K-6.2 – Exhaust Hood Data
i. Sheet K-6.3 – Exhaust Hood Data
j. Sheet K-6.4 – Exhaust Hood Data
k. Sheet K-6.5 – Exhaust Hood Data
l. Sheet K-6.6 – Exhaust Hood Data
m. Sheet K-6.7 - Exhaust Hood Data
n. Sheet K-7.1 – Equipment Elevations
o. Sheet K-8.1 – Equipment Section Details
p. Sheet K-8.2 – Equipment Section Details

10. Offs
ite Street Plans based on the following drawings; Plan date: 06/07/2022 a. Sheet 1 of 6 – Title Sheet
b. Sheet 2 of 6 - Index Sheet
c. Sheet 3 of 6 – Details Sheet
d. Sheet 4 of 6 – Details Sheet
e. Sheet 5 of 6 – River Street
f. Sheet 6 of 6 – Offsite Street Improvement Plan

11. Modular Installation Allowance
Connec
t Homes Family Shelters and Community Buildings and Urban Bloc Bathrooms/Showers is an Non Pre-Priced Allowance with the following scope of work NPP AL
LOWANCE SCOPE INCLUDE THE FOLLOWING:

Wet and Dry Utilities, Fire Alarm, Fire Sprinkler, Plumbing, Mechanical HVAC, Electrical connections and associated works for complete install from PHASE 1 POC to CH Modular Buildings, Modular Buildings pick up from factory or Southern California Logistics Airport , delivery and transportation to site, installation and complete assembly to site, Modular Community Buildings interior floor, wall and ceiling finishes not installed in the factory, exterior finishes such as sidings, roofing, awnings, sheet metals and painting, Movable Partition and Accordion Door, Cabinet and Countertop, toilet partition and accessories

12. Laundry
Equipment is provided

13. Kitchen equipment per K Plans is provided including ANSUL system

14. Exclusions
a. Any
LV work (CCTV, Internet, Data, Telephone, Fiber Optic, Fire Alarm for Shelters and Bathrooms Unit, any structured cable, etc.)
b. Any Furniture and Furnishing
c. Main Switch Board will be provided by the Owner
d. Any plans changed and RFI’s responses after July 15th, 2022. e. Phase 1 base contract and supplemental work orders.
f. Modular improvement for kitchen equipment for Health department items (Sink, non- bacterial flooring with base, FRP, SS panel for the food line). g. All public utilities connections shall be provided by each respective utility agency. h. Any solar or steel structures for the parking, and entrance patio. i. Covered shades for the locker is excluded due to the lack of the design j. Any signs other than code-required is excluded
k. Photovoltaic System is excluded
l. Covered shades for locker is excluded

15. Cla
rification
a. Bus Stop is a placeholder allowance
b. Monument sign is a placeholder allowance
1 Exhibit B
August 9, 2022
The following provisional language is provided as additional terms & conditions to the Sourcewell Indefinite Delivery-Indefinite Quantity Construction Contract, Contract Number: CA -R8-GB06-123021-ACI for the Victorville Wellness Center, Phase 2 project for the City of Victorville, to be awarded and performed by Angeles Contractor Inc.

The Contractor is hereby informed and agrees that approval of this proposal is issued as “provisional.” Because of the urgency to present this project for approval to meet an expedited project completion deadline, this provisional proposal is only intended to represent the major elements of the project as described herein with the information available at this time. The normal ezIQC review process will still ensue. The Contractor is required to build an accurate, defendable proposal within eGordian that is a true representation of the scope of work. All Construction Task Catalog (CTC) Line Items will be reviewed for appropriateness and accuracy, and the cost proposal will be reviewed for completeness of scope. The provisional proposal presented herein will be reconciled against the future proposal created and approved by the Owner as part of the normal ezIQC review process. The Owner in no way guarantees issuance of full funds indicated on this provisional proposal to the Contractor. All CTC Line Items determined to be appropriate or inappropriate following the proposal review process shall be addressed and reconciled in a future supplemental and, if necessary, a credit issued to Owner or additional payment to the Contractor. By signing this document, Contractor and Owner acknowledge and accept the terms o
f this provisional proposal.

Please note that as it pertains to the Sourcewell’s Indefinite Delivery -Indefinite Quantity Construction Contract, Contract Number: CA -R8-GB06-123021-ACI Section I D. states the entities Purchase order is the priority precedence in the contract documents, and the second priority in the contract docs are the standard specifications of the entity. Section III. A. states that if the Purchase order may specify additional standards that are different or stricter than a particular law, code or regulation, the purchase order will control.

4.00 Contractor's Price Proposal - Summary
Victorville W
ellness Center, phase 2
107752.00
CA-R8-GB06-123021-ACIRe:

Date: August 09, 2022
IQC Master Contract #:

Work Order #:

Owner PO #:

Title:

Contractor:

Proposal Value:

Angeles Contractor Inc.
$15,427,974.88
$332,109.05I. PHASE 2-GENERAL CONDITIONS
$928,409.14II. PHASE 2-GENERAL REQUIREMENTS
$1,612,864.39III. PHASE 2 SITE WORKS: ELECTRICAL
$589,544.52III. PHASE 2 SITE WORKS: FENCE AND GATE
$358,101.57III.

PHASE 2 SITE WORKS: FIRE APPARATUS ACCESS ROAD
$1,545,062.26III. PHASE 2 SITE WORKS: LANDSCAPE AND IRRIGATION $741,617.95III.

PHASE 2 SITE WORKS: LIFT STATION AND GREASE INTERCEPTOR $319,436.68III.

PHASE 2 SITE WORKS: OFFSITE IMPROVEMENTS
$447,749.51III. PHASE 2 SITE WORKS: ONSITE CONCRETE
$131,529.64III. PHASE 2 SITE WORKS: PARKING LOT PAVEMENT $162,934.45III.

PHASE 2 SITE WORKS: SITE MASONRY
$1,095,582.64III.

PHASE 2: MISCELLANEOUS WORKS
$466,398.13IV. PHASE 2 BUILDING: CAFETERIA
$1,087,019.03IV. PHASE 2 BUILDING: CONCRETE
$341,850.05IV. PHASE 2 BUILDING: MASONRY
$378,745.62IV. PHASE 2 BUILDING: WATERPROOFING, SEALANT, FILTER & DRAIN $1,022,320.25IV. PHASE 2 BUILDING: WOOD DECKING
$3,866,700.00V. PHASE 2-CONNECT HOMES MODULAR BUILDINGS Proposal Total
Thisl total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding.
$15,427,974.88
The Percentage of NPP on this Proposal: 32.72%

5.00 Contractor's Price Proposal - Detail
Victorville W
ellness Center, phase 2
107752.00
CA-R8-GB06-123021-ACIIQC Master Contract #:

Work Order #:

Owner PO #:

Title:

Re:

August 02, 2022Date:

Proposal V
alue:

Contractor: Angeles Contractor Inc.
$15,427,974.88
(Excludes)Equip. MaterialLabor
Line TotalDescriptionUOMMod.ItemSect.

I. PHASE 2-GENERAL CONDITIONS
01 22 16 00 0002 Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible costs as directed by Owner. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee. If there are multiple Reimbursable Fees, list each one separately and add a comment in the "note" block to identify the Reimbursable Fee (e.g. sidewalk closure, road cut, various permits, extended warranty, expedited shipping costs, etc.). A copy of each receipt shall be submitted with the Price Proposal.
1 $332,109.05
EA
Installation =x x 332,109.05
FactorUnit PriceQuantity Total

1.00 1.1000 301,917.32
PHASE 2-Bond Fees calculated at 2% of total amount of $15,095,868.83 $332,109.05Subtotal for I. PHASE 2-GENERAL

CONDITIONS
II. PHASE 2-GENERAL REQUIREMENTS
01 22 20 00 0063 Watch/Guard Person, Unarmed2 $128,295.85HR Installation =x x 128,295.85
FactorUnit PriceQuantity Total

36.44 1.2432 2,832.00
PHASE 2 ONL
Y - SITE SECURITY GUARD with Regular Time Rate: Weekdays from 3:00 PM to 6:00 AM = 14 hrs daily and 24/7 on Weekends and Holidays = 24 hrs daily [14 hrs x 120 days + 24 hrs x 48 days = 2,832 man-hours
01 22 20 00 0065 Senior Surveyor (Party Chief)3 $13,715.38 HR
Installation =x x 13,715.38
FactorUnit PriceQuantity Total
114.92 1.2432 96.00
PHASE 2-based on 12 visits for the duration of the project 01 22 20 00 0066 Surveyor (Instrument person)4 $13,092.39HR Installation =x x 13,092.39
FactorUnit PriceQuantity Total
109.70 1.2432 96.00
PHASE 2-based on 12 visits for the duration of the project 01 22 20 00 0067 Surveyor (Rod Person)5 $12,980.20HR Installation =x x 12,980.20
FactorUnit PriceQuantity Total
108.76 1.2432 96.00
PHASE 2-based on 12 visits for the duration of the project 01 22 23 00 0268 8' Road Broom, Self Propelled Street Sweeper With Full-T ime Operator6 $25,395.84DAY
Installation =x x 25,395.84
FactorUnit PriceQuantity Total
1,021.39 1.2432 20.00
PHASE 2-BMP/SWPPP
required street sweeping for site dust control [NOTE: TASK INCLUDES 20 SITE VISITS] 01 22 23 00 0284 2,400 LB Capacity, 72" Wide, Skid-Steer Loader With Full-Time Operator7 $128,340.51MO Installation =x x 128,340.51
FactorUnit PriceQuantity Total
20,646.80 1.2432 5.00
PHASE 2 - general construction site equipment supports for the duration of project

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
II. PHASE 2-GENERAL REQUIREMENTS
01 22 23 00 0432 1-1/2 CY, 24" Bucket, 16'-6" Deep, 90 HP, Loader-Backhoe With Full- Time Operator
8 $129,440.24MO
Installation =x x 129,440.24
FactorUnit PriceQuantity Total
20,823.72 1.2432 5.00
PHASE 2 - general construction site equipment supports for the duration of project 01 22 23 00 1027 5,000 LB
Telescopic Boom, Hi-Reach, Rough Terrain Construction Forklift With Full-Time Operator
9 $126,504.80MO
Installation =x x 126,504.80
FactorUnit PriceQuantity Total
20,351.48 1.2432 5.00
PHASE 2 - general construction site equipment supports for the duration of project 01 22 23 00 1394 3 Ton Capacity
, 12' To 16' Bed, 4 x 2 Flat Bed Truck With Full-Time Truck Driver
10 $100,312.07MO
Installation =x x 100,312.07
FactorUnit PriceQuantity Total
16,137.72 1.2432 5.00
PHASE 2 - general construction site equipment supports for the duration of project 01 22 23 00 1458 2,000 Gallon W
ater Truck With Full-Time Driver11 $111,131.33MO
Installation =x x 111,131.33
FactorUnit PriceQuantity Total
17,878.27 1.2432 5.00
PHASE 2 - general construction site equipment supports for the duration of project 01 55 23 00 0002 Temporary Stabilized Construction Entrance AssemblyIncludes excavation of
30' x 14' x 6" deep pit, filter fabric at base and sides, filled with 3" rock, and compaction.
12 $2,195.12
EA
Installation =x x 2,195.12
FactorUnit PriceQuantity Total
1,765.70 1.2432 1.00
PHASE 2 - SWPPP
construction entrance
01 55 23 00 0006 8' x 10' Steel Rumble Trench Plate Rental13 $9,603.27MO Installation =x x 9,603.27
FactorUnit PriceQuantity Total
321.86 1.2432 24.00
PHASE 2 - SWPPP
rumble plates rental 4 each x 6 mos. = 24
01 55 23 00 0007 Placement And Removal Of Rumble PlateIf lifting equipment is not available on site, See CSI section 01 22 23 00-0000 for rentals tasks, 01 71 13 00-0000 for mobilization tasks.
14 $876.21
EA
Installation =x x 876.21
FactorUnit PriceQuantity Total

88.10 1.2432 8.00
PHASE 2 - 4 each x 2 times. = 8
01 55 23 00 0008 Relocate
And Adjust Location Of Rumble PlateIf lifting equipment is not available on site, See CSI section 01 22 23 00-0000 for rentals tasks, 01 71 13 00-0000 for mobilization tasks.
15 $219.10
EA
Installation =x x 219.10
FactorUnit PriceQuantity Total

22.03 1.2432 8.00
PHASE 2 - 4 each x 2 times = 8, NOTE: Rumble plates will be moved and adjusted a couple of times as the current location will interfere with the parking lot and of fsite construction as the work progresses for the
duration of the project
01 56 26 00 0045 24' Wide, 8' High, Temporary Chain Link Fence Gate, Up To 6 Months16 $726.48EA Installation =x x 726.48
FactorUnit PriceQuantity Total
X X 584.36 1.2432 1.00
PHASE 2 - site temporary fence and gates [NOTE: PHASE 2 TEMPORAR Y FENCE MATERIAL RENTAL FOR 6
MONTHS DURATION, EXCLUDES LABOR AND EQUIPMENT INSTALL COST THAT WAS PART OF PHASE 1 01 56 26 00 0045 0091 For Shade Cloth, Add17 $238.79MOD Installation =x x 238.79
FactorUnit PriceQuantity Total
192.08 1.2432 1.00

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
II. PHASE 2-GENERAL REQUIREMENTS
01 56 26 00 0144 Temporary 8' High Chain Link Fence Panels (Portable), Up To 6 Months18 $27,347.91LF
Installation =x x 27,347.91
FactorUnit PriceQuantity Total
X X 6.47 1.2432 3,400.00
PHASE 2-site temporary fence and gates [NOTE: PHASE 2 TEMPORAR Y FENCE MATERIAL RENTAL FOR 6
MONTHS DURATION, EXCLUDES LABOR AND EQUIPMENT INSTALL COST THAT WAS PART OF PHASE 1 01 56 26 00 0144 0072 For Each LF Shade Cloth, Add19 $15,216.77MOD Installation =x x 15,216.77
FactorUnit PriceQuantity Total

3.60 1.2432 3,400.00
01 71 13 00 0004 First 25 Miles, Equipment Delivery, Pickup, Mobilization And Demobilization
Using A Tractor Trailer With Up To 53' BedIncludes loading, tie-down of equipment, delivery of equipment, off loading on site, rigging, dismantling, loading for return and transporting away. For equipment such as bulldozers, motor scrapers, hydraulic excavators, gradalls, road graders, loader-backhoes, heavy duty construction loaders, tractors, pavers, rollers, bridge finishers, straight mast construction forklifts, telescoping boom rough terrain construction forklifts, telescoping and articulating boom man lifts with >40' boom lengths, etc.
20 $23,238.39
EA
Installation =x x 23,238.39
FactorUnit PriceQuantity Total
934.62 1.2432 20.00
PHASE 2-Various trades equipment mobilization
/demobilization for the duration of the project - [earthwork equipment: [1] dozer, [2] skid-steer, [2 loader], [2] excavator, [2] roller; asphalt & concrete equipment: [1] skid-steer, [2] bobcat/mini-bobcat, [1] roller, [1] paver, [1] water truck; wet & dry utilities: [1] excavator, [1] loader, [1] roller, [1] forklift/crane, [1] water truck 01 74 19 00 0016 40 CY Dumpster (5 Ton) "Construction Debris"Includes delivery of dumpster, rental cost, pick-up cost, hauling, and disposal fee. Non-hazardous material. 21 $20,288.43
EA
Installation =x x 20,288.43
FactorUnit PriceQuantity Total
679.98 1.2432 24.00
PHASE 2-General construction debris/trash dumpsters for the duration of the project [1 each weekly servicing x 24 weeks
01 74 19 00 0021 Rampless Concrete W
ashout BinIncludes delivery.22 $3,466.44MO
Installation =x x 3,466.44
FactorUnit PriceQuantity Total
464.72 1.2432 6.00
PHASE 2-SWPPP
concrete wash-out bin rental [NOTE: 6 months only]
01 74 19 00 0023 Interim Vacuum Service, Concrete Washout BinIncludes vacuum and recycle excess clear liquid from the unfilled bin to allow additional space for washout material.
23 $3,719.60
EA
Installation =x x 3,719.60
FactorUnit PriceQuantity Total
498.66 1.2432 6.00
PHASE 2-SWPPP
concrete wash-out bin monthly servicing x 6 months = 6
01 74 19 00 0024 Vacuum, Pickup, Swap And Dump, Concrete Washout BinIncludes vacuum the liquid from the full bin and pick up the bin, and recycle all material. An empty bin will be left at the site if the project is not completed. 24 $8,059.14
EA
Installation =x x 8,059.14
FactorUnit PriceQuantity Total
1,080.43 1.2432 6.00
PHASE 2-SWPPP
concrete wash-out bin delivery, pickup, swap and dump [1 each per month x 6 months = 6] 31 25 14 26 0003 2' High Silt Fence with Stakes at 4' On Center25 $9,472.65LF Installation =x x 9,472.65
FactorUnit PriceQuantity Total

3.37 1.2432 2,261.00
SWPPP/Erosion Controls requirements-added silt fence per revised PGP erosion control plans sheet 13 & 14
[total 4,261 LF less 2000 LF from Phase 1 contract = 2,261 LF]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
II. PHASE 2-GENERAL REQUIREMENTS
31 25 14 26 0013 Silt Dike Barrier With Stakes26 $12,227.31LF Installation =x x 12,227.31
FactorUnit PriceQuantity Total

4.35 1.2432 2,261.00
SWPPP/Erosion Controls requirements-added silt fence per revised PGP erosion control plans sheet 13 & 14
[total 4,261 LF less 2000 LF from Phase 1 contract = 2,261 LF] 31 25 14 26 0017 Removal Of Silt Fence And Stakes27 $2,304.92LF Installation =x x 2,304.92
FactorUnit PriceQuantity Total

0.82 1.2432 2,261.00
SWPPP/Erosion Controls requirements-added silt fence per revised PGP erosion control plans sheet 13 & 14
[total 4,261 LF less 2000 LF from Phase 1 contract = 2,261 LF] $928,409.14Subtotal for II. PHASE 2-GENERAL REQUIREMENTS III. PHASE 2 SITE WORKS: ELECTRICAL
01 22 20 00 0010 ElectricianFor tasks not included in the Construction Task Catalog® and as
directed by owner only.
28 $8,320.89HR
Installation =x x 8,320.89
FactorUnit PriceQuantity Total
104.58 1.2432 64.00
Ref. E-2 & E-2.1 - Electrician Foreman for assembly, wiring, terminations, testing and commissioning of OWNER'S provided 3000A Main Switchboard
, work include labor, equipment and tools for receiving, offloading, rigging, mounting and all required assembly of switchgear in electrical enclosure 01 22 20 00 0010 0001 For Foreman, Add29 $416.12MOD Installation =x x 416.12
FactorUnit PriceQuantity Total

5.23 1.2432 64.00
01 22 20 00 0080 Principal Engineer30 $5,284.10HR
Installation =x x 5,284.10
FactorUnit PriceQuantity Total
212.52 1.2432 20.00
Ref. E-2.1 Single-line diagram ref. note #3-Electrical contractor and/ or vendor to provide ARC fault
calculations ARC fault warning labeling required by CEC for new switchgear 01 22 20 00 0089 Maintenance Electrician With Truck And ToolsThis task will be used specifically for maintenance service calls.
31 $13,584.10
HR
Installation =x x 13,584.10
FactorUnit PriceQuantity Total
170.73 1.2432 64.00
Ref. E-2 & E-2.1 - Electrician journeyman for assembly, wiring, terminations, testing and commissioning of OWNER'S provided 3000A Main Switchboard
, work include labor, equipment and tools for receiving, offloading, rigging, mounting and all required assembly of switchgear in electrical enclosure 01 22 23 00 0108 29' Bucket Truck With Full-Time Operator32 $22,161.69MO Installation =x x 22,161.69
FactorUnit PriceQuantity Total
17,826.33 1.2432 1.00
Equipment for electrical works for parking and walkway light pole and fixture installation 03 1
1 13 00 0073 18" Diameter Round Fiber Tube Formwork33 $6,439.75LF Installation =x x 6,439.75
FactorUnit PriceQuantity Total

29.77 1.2432 174.00
A-0.3 detail #13 - walkway light pole concrete base [58 each x 3'] 03 1
1 13 00 0076 24" Diameter Round Fiber Tube Formwork34 $3,108.60LF Installation =x x 3,108.60
FactorUnit PriceQuantity Total

39.07 1.2432 64.00
A-0.3 detail #9 - parking light pole concrete base [8 ea x 8']

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: ELECTRICAL
03 1
1 13 00 0079 30" Diameter Round Fiber Tube Formwork35 $462.87LF Installation =x x 462.87
FactorUnit PriceQuantity Total

46.54 1.2432 8.00
1 each street light
03 15 19 00 0014 3/4" Diameter x 24" Length, Plain Steel, J-T ype Cast In Place Anchor Bolt36 $6,953.86EA
Installation =x x 6,953.86
FactorUnit PriceQuantity Total

24.11 1.2432 232.00
A-0.3 detail #13-walkway light pole concrete base anchor bolts [58 poles x 4 ea x 3/4" dia. x 24"x2"] = 232 ea total]
03 15 19 00 0055 1" Diameter x 48" Length, Plain Steel, L-T ype Cast In Place Anchor Bolt37 $1,643.41EA
Installation =x x 1,643.41
FactorUnit PriceQuantity Total

41.31 1.2432 32.00
A-0.3 detail #9-parking lot light pole concrete base anchor bolts [8 poles x 4 ea x 1" dia. x 46"x2"] = 32 ea total]
03 21 1
1 00 0255 >15" To 24" Diameter, Grade 60, Spirals, Reinforcing Steel38 $12,512.92TON Installation =x x 12,512.92
FactorUnit PriceQuantity Total
3,355.03 1.2432 3.00
A-0.3 detail #9 & 13-parking and walkway light pole concrete footing rebars 03 31 13 00 0023 Concrete Pump, Place 3,000 PSI Concrete Spread FootingsExcludes pumping equipment.
39 $4,161.61
CY
Installation =x x 4,161.61
FactorUnit PriceQuantity Total
257.50 1.2432 13.00
A-0.3 detail #9 & 13-parking and walkway light pole concrete footing 4000 psi per S-3.2 detail #1 03 31 13 00 0023 0030 For 4,000 PSI Concrete, Add40 $253.41MOD Installation =x x 253.41
FactorUnit PriceQuantity Total

15.68 1.2432 13.00
03 37 16 00 0010 35 CY/HR, 66 HP
Trailer Mounted Concrete PumpIncludes hoses41 $3,766.90HR Installation =x x 3,766.90
FactorUnit PriceQuantity Total
126.25 1.2432 24.00
A-0.3 detail #9 & 13-parking and walkway light pole concrete pours pump [65 each concrete footings for 3 days pour]
03 62 13 00 0005 1" Deep, Non-Metallic Non-Shrink Grout For Bases42 $3,248.61 SF
Installation =x x 3,248.61
FactorUnit PriceQuantity Total

37.33 1.2432 70.00
A-0.3 detail #9 & 13-parking and walkway light pole base grout/dry pack [8 ea x 1.5 SF + 58 ea x 1 SF] 11 1
1 36 13 0029 Double Pedestal Electric Vehicle Charging Station With RFID (GE EVDRN3)208 to 240 volt, 30 amperes, 1 phase.
43 $40,513.56
EA
Installation =x x 40,513.56
FactorUnit PriceQuantity Total
10,862.71 1.2432 3.00
EV chargers
26 05 19 16 0006 1/4" Nylon Pull Cord Installed
To Remain In Place, In New Conduits44 $4,351.20LF
Installation =x x 4,351.20
FactorUnit PriceQuantity Total

0.35 1.2432 10,000.00
Pull cord for electrical and low voltage underground conduits 26 05 19 16 0024 #12 AWG
, XLP (XHHW-2), 600 Volt Copper, Single Stranded, Power Cable, Installed In Conduit
45 $12,303.95MLF
Installation =x x 12,303.95
FactorUnit PriceQuantity Total
989.70 1.2432 10.00
Electrical site lighting wiring

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: ELECTRICAL
26 05 19 16 0025 #10 AWG
, XLP (XHHW-2), 600 Volt Copper, Single Stranded, Power Cable, Installed In Conduit
46 $15,522.60MLF
Installation =x x 15,522.60
FactorUnit PriceQuantity Total
1,248.60 1.2432 10.00
E-2.1 Single-line diagram - Electrical main feeder wire & ground from main switchboard to EV Chargers 26 05 19 16 0026 #8 AWG
, XLP (XHHW-2), 600 Volt, Copper, Single Stranded, Power Cable, Installed In Conduit
47 $16,883.75MLF
Installation =x x 16,883.75
FactorUnit PriceQuantity Total
1,697.61 1.2432 8.00
E-2.1 Single-line diagram - Electrical main feeder wire & ground from main switchboard to EV Chargers 26 05 19 16 0027 #6 AWG
, XLP (XHHW-2), 600 Volt Copper, Single Stranded, Power Cable, Installed In Conduit
48 $23,575.65MLF
Installation =x x 23,575.65
FactorUnit PriceQuantity Total
2,370.46 1.2432 8.00
Electrical site lighting feeder wire
26 05 19 16 0028 #4 AWG
, XLP (XHHW-2), 600 Volt Copper, Single Stranded, Power Cable, Installed In Conduit
49 $4,125.07MLF
Installation =x x 4,125.07
FactorUnit PriceQuantity Total
3,318.11 1.2432 1.00
E-2.1 Single-line diagram - Electrical main feeder wire from main switchboard to lift station, 3#4 kcmil 26 05 19 16 0030 #2 AWG
, XLP (XHHW-2), 600 Volt Copper, Single Stranded, Power Cable, Installed In Conduit
50 $17,720.64MLF
Installation =x x 17,720.63
FactorUnit PriceQuantity Total
4,751.35 1.2432 3.00
E-2.1 Single-line diagram - Electrical ground feeder wire from main switchboard to each electrical panel "FSB1", "RCSB2", "RCSB3", "NSB4", "NSB5", "CAFE8", "WCB9", "RCCSB10", "ECB11 " (1#2 Ground)
26 05 19 16 0032 1/0 AWG, XLP (XHHW-2), 600 Volt Copper, Single Stranded, Power Cable, Installed In Conduit
51 $9,055.92
MLF
Installation =x x 9,055.92
FactorUnit PriceQuantity Total
7,284.36 1.2432 1.00
E-2.1 Single-line diagram - Electrical main feeder wire from main switchboard to lift station, 3#4 kcmil 26 05 19 16 0036 250 MCM, XLP
(XHHW-2), 600 Volt Copper, Single Stranded, Power Cable, Installed In Conduit
52 $33,958.70MLF
Installation =x x 33,958.70
FactorUnit PriceQuantity Total
13,657.78 1.2432 2.00
E-2.1 Single-line diagram - Electrical main feeder wires from main switchboard to individual electrical panel "FAB
1" (4#250 kcmil)
26 05 19 16 0038 350 MCM, XLP (XHHW-2), 600 Volt Copper, Single Stranded, Power Cable, Installed In Conduit
53 $65,106.51
MLF
Installation =x x 65,106.51
FactorUnit PriceQuantity Total
17,456.70 1.2432 3.00
E-2.1 Single-line diagram - Electrical main feeder wires from main switchboard to individual electrical panel "RCSB2", "ECB11
" (4#350 kcmil)
26 05 19 16 0040 500 MCM, XLP (XHHW-2), 600 Volt Copper, Single Stranded, Power Cable, Installed In Conduit
54 $342,193.19
MLF
Installation =x x 342,193.19
FactorUnit PriceQuantity Total
22,937.66 1.2432 12.00
E-2.1 Single-line diagram - Electrical main feeder wires from main switchboard to each electrical panel "RCSB3", "NSB4", "NSB5", "BHSB7", "CAFE8", "WCB9", "RCCSB10" (4#500 kcmil) Page 6 of 61 8/2/2022
Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: ELECTRICAL
26 05 19 16 021
1 4 Conductors, #2 AWG, Type MC, Solid Or Stranded, Galvanized Steel Armored Cable
55 $107,608.46MLF
Installation =x x 107,608.46
FactorUnit PriceQuantity Total
21,639.41 1.2432 4.00
E-3.1-reference note #1-branch circuit feeder from each distribution panel to module prefabricated building electrical panel [3#2 & 1#8G]
26 05 26 00 0007 6 A
WG Copper Bare Single Stranded Conductor56 $1,865.01MLF Installation =x x 1,865.01
FactorUnit PriceQuantity Total
1,500.17 1.2432 1.00
Electrical grounding system
26 05 26 00 0039 6 A
WG Copper Bare Single Solid Conductor57 $1,865.01MLF
Installation =x x 1,865.01
FactorUnit PriceQuantity Total
1,500.17 1.2432 1.00
E-5P
- Light pole Type A and Type B grounding bond #6 CU ground from pole to ground rod 26 05 26 00 0097 3/4" Diameter x 8' Long Copper-Clad Ground Rods58 $18,804.49EA Installation =x x 18,804.49
FactorUnit PriceQuantity Total
114.59 1.2432 132.00
E-2.1 Single-line diagram-3/4" x 8' ground rod (13 ea) + E-5 P - 3/4" x 8' ground rod for (58 ea) type A parking
light & (8 ea) type B walkway light, E3.1-reference note #2-3/4" dia. x 8' long ground rod (53 ea) connected to panel ground bus bar = 132 ea total
26 05 26 00 0148 3/4" Bronze Ground Rod Clamp59 $8,070.56 EA
Installation =x x 8,070.56
FactorUnit PriceQuantity Total

24.59 1.2432 264.00
E-2.1 Single-line diagram-3/4" x 8' ground rod (13 ea) + E-5 P - 3/4" x 8' ground rod for (58 ea) type A parking
light & (8 ea) type B walkway light, E3.1-reference note #2-3/4" dia. x 8' long ground rod (53 ea) connected to panel ground bus bar = 132 x 2 terminals = 262 ea total 26 05 26 00 0153 2-1/2" To 4" Bronze Ground Clamps For Pipe60 $3,018.29 EA
Installation =x x 3,018.29
FactorUnit PriceQuantity Total

67.44 1.2432 36.00
E-2.1 Single-line diagram - Electrical grounding system 26 05 26 00 0154 4" T
o 6" Bronze Ground Clamps For Pipe61 $1,288.45EA
Installation =x x 1,288.45
FactorUnit PriceQuantity Total
103.64 1.2432 10.00
E-2.1 Single-line diagram - Electrical grounding system 26 05 26 00 0167 3/4" Ground Rod Receptacle62 $15,678.19EA Installation =x x 15,678.19
FactorUnit PriceQuantity Total
350.31 1.2432 36.00
E-2.1 Single-line diagram - Electrical grounding system 26 05 26 00 0171 14-4 A
WG Copper Ground Kit63 $3,565.20EA
Installation =x x 3,565.20
FactorUnit PriceQuantity Total

79.66 1.2432 36.00
E-2.1 Single-line diagram - Electrical grounding system 26 05 26 00 0175 Insulated Ground Bar SK 9560 1/2" x 4" x 20"64 $797.29EA Installation =x x 797.29
FactorUnit PriceQuantity Total
320.66 1.2432 2.00
E-2.1 Single-line diagram - Electrical grounding system

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: ELECTRICAL
26 05 26 00 0181 1/0 To
4/0 AWG Cadweld Connection For Splice, Lug, Ground Rod, Rebar Or Structural SteelIncludes molds, materials and all necessary tools to make connections.
65 $7,078.78EA
Installation =x x 7,078.78
FactorUnit PriceQuantity Total
142.35 1.2432 40.00
E-2.1 Single-line diagram - Electrical grounding system-connect to cold water line and fire sprinkler riser 26 05 26 00 0193 1/4" x 2" Copper Bar66 $313.14LF
Installation =x x 313.14
FactorUnit PriceQuantity Total

41.98 1.2432 6.00
E-2.1 Single-line diagram - Electrical grounding system-main switchboard "MS" 26 05 26 00 0204 Panelboard Ground Bar Kit67 $1,726.63EA Installation =x x 1,726.63
FactorUnit PriceQuantity Total
126.26 1.2432 1 1.00
E-2.1 Single-line diagram - Electrical grounding system-Distribution panel ground bar kit 26 05 26 00 0215 30 Circuit, Ground Bar Kit With #1 To 4/0 Aluminum/Copper Lug68 $4,106.24EA Installation =x x 4,106.24
FactorUnit PriceQuantity Total

62.32 1.2432 53.00
E-3.1 Single-line diagram - Shelters bldg. ref. note #2-electrical panel ground bus bar 26 05 26 00 0216 54 Circuit, Ground Bar Kit With #1 T o 4/0 Aluminum/Copper Lug69 $947.69EA
Installation =x x 947.69
FactorUnit PriceQuantity Total

69.30 1.2432 1 1.00
E-2.1 Single-line diagram - Electrical grounding system-distribution panel 26 05 29 00 0021 Up To 1' Length x 1-5/8" Wide x 13/16" High, 12 Gauge, Steel Unistrut Channel70 $24,503.47EA Installation =x x 24,503.47
FactorUnit PriceQuantity Total

19.71 1.2432 1,000.00
E-3.1-reference note #4-branch circuit feeders raceway supports below building module crawl space and/or below raise floor walkway deck
26 05 29 00 0027 >2' Length x 1-5/8" Wide x 13/16" High, 12 Gauge, Steel Unistrut Channel71 $3,945.92 LF
Installation =x x 3,945.92
FactorUnit PriceQuantity Total

10.58 1.2432 300.00
electrical panel and conduit mounting supports
26 05 29 00 0027 >2' Length x 1-5/8" Wide x 13/16" High, 12 Gauge, Steel Unistrut Channel72 $3,945.92LF Installation =x x 3,945.92
FactorUnit PriceQuantity Total

10.58 1.2432 300.00
electrical distribution panel and conduit mounting supports 26 05 29 00 0046 2-Hole, 3-1/4" Length, In-Line, Flat Splice Plate, Steel, Unistrut Channel Fitting73 $330.07EA Installation =x x 330.07
FactorUnit PriceQuantity Total

5.31 1.2432 50.00
electrical panel and conduit mounting support fittings/connectors 26 05 29 00 0055 2-Hole, 1-7/8" x 2", 90 Degree
Angle, Steel, Unistrut Channel Fitting74 $319.50EA
Installation =x x 319.50
FactorUnit PriceQuantity Total

5.14 1.2432 50.00
electrical panel and conduit mounting support fittings/connectors 26 05 29 00 0086 1" Diameter, Steel, Standard Pipe And Rigid Conduit Clamp For Unistrut
Channel
75 $5,507.38EA
Installation =x x 5,507.38
FactorUnit PriceQuantity Total

4.43 1.2432 1,000.00
E-3.1-reference note #4-branch circuit feeders raceway supports below building module crawl space and/or below raise floor walkway deck

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: ELECTRICAL
26 05 29 00 0089 2" Diameter, Steel, Standard Pipe And Rigid Conduit Clamp For Unistrut
Channel
76 $381.66EA
Installation =x x 381.66
FactorUnit PriceQuantity Total

6.14 1.2432 50.00
electrical panel and conduit mounting support fittings/connectors 26 05 29 00 0093 4" Diameter, Steel, Standard Pipe And Rigid Conduit Clamp For Unistrut
Channel
77 $422.69EA
Installation =x x 422.69
FactorUnit PriceQuantity Total

8.50 1.2432 40.00
electrical panel and conduit mounting support fittings/connectors 26 05 33 13 2549 2" T
ype LB, Threaded, Two Hub Malleable Iron Conduit Body With Cover78 $4,950.82EA Installation =x x 4,950.82
FactorUnit PriceQuantity Total
165.93 1.2432 24.00
Electrical site conduit fittings
26 05 33 13 2553 4" T
ype LB, Threaded, Two Hub Malleable Iron Conduit Body With Cover79 $9,797.96EA Installation =x x 9,797.96
FactorUnit PriceQuantity Total
656.77 1.2432 12.00
Electrical site conduit fittings
26 05 53 00 0004 1" Outside Diameter Pressure Sensitive Marker Stick-on80 $931.78EA Installation =x x 931.78
FactorUnit PriceQuantity Total

14.99 1.2432 50.00
Electrical site conduit marker/ID
26 05 53 00 0007 2" Outside Diameter Pressure Sensitive Marker Stick-on81 $977.78EA Installation =x x 977.78
FactorUnit PriceQuantity Total

15.73 1.2432 50.00
Electrical site conduit marker/ID
26 05 53 00 0009 3" Outside Diameter Pressure Sensitive Marker Stick-on82 $3,682.98EA Installation =x x 3,682.98
FactorUnit PriceQuantity Total

19.75 1.2432 150.00
Electrical site conduit marker/ID
26 05 53 00 001
1 4" Outside Diameter Pressure Sensitive Marker Stick-on83 $1,267.44EA Installation =x x 1,267.44
FactorUnit PriceQuantity Total

20.39 1.2432 50.00
Electrical site conduit marker/ID
26 05 53 00 0019 Labeling Wire84 $2,026.42EA
Installation =x x 2,026.42
FactorUnit PriceQuantity Total

3.26 1.2432 500.00
Electrical wiring label/ID
26 05 83 00 0020 #8 A
WG Low Voltage (To 600 Volt) One Hole Compression Lug85 $705.09EA Installation =x x 705.09
FactorUnit PriceQuantity Total

25.78 1.2432 22.00
Ref. E-sheets-terminations lugs at main switchboard and each EV chargers [2 ea EV x 2 terminals x 3 feeder & ground wires + 1 ea dual EV x 2 terminals x 5 feeder & ground wire = 22 each] 26 05 83 00 0022 #4 A
WG Low Voltage (To 600 Volt) One Hole Compression Lug86 $420.80EA Installation =x x 420.80
FactorUnit PriceQuantity Total

42.31 1.2432 8.00
Ref. E-sheets-terminations lugs at main switchboard and each panel [1 ea panels x 2 terminals x 1 feeder wires + 1 ea panel x 2 terminals x 1 ground wire = 8 each]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: ELECTRICAL
26 05 83 00 0023 #2 A
WG Low Voltage (To 600 Volt) One Hole Compression Lug87 $968.30EA Installation =x x 968.30
FactorUnit PriceQuantity Total

48.68 1.2432 16.00
Ref. E-sheets-terminations lugs at main switchboard and each panel [8 ea panels x 2 terminals x 1 ground wires = 16 each]
26 05 83 00 0026 3/0 A
WG Low Voltage (To 600 Volt) One Hole Compression Lug88 $204.18EA Installation =x x 204.18
FactorUnit PriceQuantity Total

82.12 1.2432 2.00
Ref. E-sheets-terminations lugs at main switchboard and each panel [1 ea panels x 2 terminals x 1 ground wires = 2 each]
26 05 83 00 0028 250 MCM Low V
oltage (To 600 Volt) One Hole Compression Lug89 $1,167.51EA Installation =x x 1,167.51
FactorUnit PriceQuantity Total
117.39 1.2432 8.00
Ref. E-sheets-terminations lugs at main switchboard and each panel [1 ea panels x 2 terminals x 4 wires = 8 each]
26 05 83 00 0030 350 MCM Low V
oltage (To 600 Volt) One Hole Compression Lug90 $2,870.70EA Installation =x x 2,870.70
FactorUnit PriceQuantity Total
144.32 1.2432 16.00
Ref. E-sheets-terminations lugs at main switchboard and each panel [2 ea panels x 2 terminals x 4 wires = 16 each]
26 05 83 00 0032 500 MCM Low V
oltage (To 600 Volt) One Hole Compression Lug91 $13,678.78EA Installation =x x 13,678.78
FactorUnit PriceQuantity Total
171.92 1.2432 64.00
Ref. E-sheets-terminations lugs at main switchboard and each panel [8 ea panels x 2 terminals x 4 wires = 64 each]
26 09 23 00 0126 Electronic
Timeclock, 365-Day Two Channel For LightingIncluding indoor rated enclosure, terminations, (2) 3-pole contactor.
92 $882.75EA
Installation =x x 882.75
FactorUnit PriceQuantity Total
710.06 1.2432 1.00
E-5 - reference note #5 - programmable timeclock mfr. by Intermatic 120V, 20A, 2PST 26 09 23 00 0835 30' Range, 360 Degree Detection Zone, Line V oltage, Plastic Housing, IP66
Rated, Outdoor Motion Sensor With Photocell (SensorSwitch SBOR) 93 $39,343.55EA
Installation =x x 39,343.55
FactorUnit PriceQuantity Total
479.50 1.2432 66.00
E-5 & E-5P Detail
A & B - Photocell and Occupancy Motion Sensor for (8) Type "A" parking light & (58) Type "B" walkway light = 66 each
26 24 13 00 0015 2,500 Amperes, 240 Volt, 3 Phase, 4 Wire, Distribution Switchboard With MC Main Breaker
94 $20,419.45
EA
Installation =x x 20,419.45
FactorUnit PriceQuantity Total
16,424.91 1.2432 1.00
MSB
26 24 13 00 0093 15 T
o 60 Amperes, 120/208 Volt, MC Branch Breaker95 $1,688.86EA Installation =x x 1,688.86
FactorUnit PriceQuantity Total
339.62 1.2432 4.00
E-2.1 Single-line diagram - 40A
Breaker for EV car charger
26 24 13 00 0094 70 To 100 Amperes, 120/208 Volt, MC Branch Breaker96 $617.83EA Installation =x x 617.83
FactorUnit PriceQuantity Total
496.97 1.2432 1.00
E-2.1 Single-line diagram - 70A
Breaker for sewer lift station

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: ELECTRICAL
26 24 13 00 0095 125 T
o 225 Amperes, 120/208 Volt, MC Branch Breaker97 $6,676.43EA Installation =x x 6,676.43
FactorUnit PriceQuantity Total
1,342.59 1.2432 4.00
E-2.1 Single-line diagram - 200A
breaker for panel "ECB11", "RCCB10", "WCB9"
26 24 13 00 0097 300 To 600 Amperes, 120/208 Volt, MC Branch Breaker98 $42,221.86EA Installation =x x 42,221.86
FactorUnit PriceQuantity Total
4,245.28 1.2432 8.00
E-2.1 Single-line diagram - Breaker for distribution panelboard 'FSB1", "RCSB2", "RCSB3", "NSB4", "NSB5", "NSB6", "BHSB7", "CAFE8" [8 each total]
26 24 13 00 0189 42 To
48 Watt Distribution Section, 2,000 Amperes, 4 Wire, 600 Volt AC, 250 Volt DC, Main Bus
99 $19,649.51EA
Installation =x x 19,649.51
FactorUnit PriceQuantity Total
5,268.53 1.2432 3.00
E-2.1 Single-line diagram - main switchboard DISTRIBUITION SECTIONS 26 24 13 00 0210 38" Wide, 42 - 60" Deep, Underground Pull Section Without Bus Or Terminal100 $1,544.28EA
Installation =x x 1,544.28
FactorUnit PriceQuantity Total
1,242.18 1.2432 1.00
E-2.1 Single-line diagram - main switchboard UGPS
26 24 13 00 0266 1,200 To
3,200 Amperes, DS-632, Main Breaker, Electrical Operated With Groundfault, Amptector Static Trip
101 $40,232.87EA
Installation =x x 40,232.87
FactorUnit PriceQuantity Total
32,362.35 1.2432 1.00
E-2.1 Single-line diagram - Main Switchboard "MS"
26 24 13 00 0328 Metering Instrument: V
oltage, Amperes And Watt Hour102 $4,989.78EA
Installation =x x 4,989.78
FactorUnit PriceQuantity Total
4,013.66 1.2432 1.00
main switchboard components
26 24 16 00 0088 400 Ampere Rating, 120/208 Volt
, 4 Wire, 3 Phase, >225 To 400 Ampere Main
Breaker, 42 Circuit Capacity Assembled Panelboard With Thirty-Eight 20 Ampere Breakers
103 $55,189.92
EA
Installation =x x 55,189.92
FactorUnit PriceQuantity Total
6,341.92 1.2432 7.00
E-2.1 single-line diagram, and E-5.1 & E-5.2 panel schedule - Electrical panel - FAB 1, RCSB2, RCSB3, NSB4,
NSB5, NSB6, BHSB7, [7 each total]
26 24 16 00 0088 0191 For NEMA 3R Panelboard, Add104 $13,917.49MOD Installation =x x 13,917.49
FactorUnit PriceQuantity Total
1,599.27 1.2432 7.00
26 24 16 00 0088 0194 For Door-In-Door (Hinged) T
rim Front, Add105 $1,470.36MOD
Installation =x x 1,470.36
FactorUnit PriceQuantity Total
168.96 1.2432 7.00
26 24 16 00 0088 400 Ampere Rating, 120/208 Volt
, 4 Wire, 3 Phase, >225 To 400 Ampere Main
Breaker, 42 Circuit Capacity Assembled Panelboard With Thirty-Eight 20 Ampere Breakers
106 $14,564.19
EA
Installation =x x 14,564.19
FactorUnit PriceQuantity Total
X 2,928.77 1.2432 4.00
E-2.1 single-line diagram, and E-5.2 panel schedule - Electrical panel - ECB 11 , RCCSB10, WCB9 & CAFE8,
NOTE THAT THESE 4 PANELBOARDS WILL BE PROVIDED BY CONNECT HOMES BUILDING SUPPLIER PER SHEET E-5.2 PANEL SCHEDULE [Task item material cost EXCLUDED]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: ELECTRICAL
26 24 16 00 0088 0191 For NEMA
3R Panelboard, Add107 $7,952.85MOD
Installation =x x 7,952.85
FactorUnit PriceQuantity Total
1,599.27 1.2432 4.00
26 24 16 00 0088 0194 For Door-In-Door (Hinged) T
rim Front, Add108 $840.20MOD
Installation =x x 840.20
FactorUnit PriceQuantity Total
168.96 1.2432 4.00
26 24 19 00 0832 Special Cabinet Nameplate Requirements109 $763.32EA Installation =x x 763.32
FactorUnit PriceQuantity Total

30.70 1.2432 20.00
26 27 16 00 0237 42" x 30" x 12" Hinged Cover, Galvanized Steel NEMA 3R Enclosure110 $5,705.13EA
Installation =x x 5,705.13
FactorUnit PriceQuantity Total
1,529.69 1.2432 3.00
low voltage cabinets
26 27 16 00 0432 NEMA
3R, Painted Steel, 250 To 1,200 Amperes, P-Frame Breaker Enclosure111 $4,354.25EA Installation =x x 4,354.25
FactorUnit PriceQuantity Total
3,502.45 1.2432 1.00
Nema 3R enclosure for main switchboard
26 27 16 00 0433 NEMA
3R/5/12, Painted Steel, 250 To 1,200 Amperes, P-Frame Breaker Enclosure
112 $8,993.06EA
Installation =x x 8,993.06
FactorUnit PriceQuantity Total
7,233.80 1.2432 1.00
low voltage cabinet
26 27 16 00 0435 3" Phenolic Plastic Cabinet Legend Plate Engraved With 1/2" Letters113 $431.39EA Installation =x x 431.39
FactorUnit PriceQuantity Total

17.35 1.2432 20.00
Electrical panel and equipment ID
26 27 26 00 0009 20 Amperes, 1 Gang, GFI, Duplex Receptacle Assembly114 $1,524.51EA
Installation =x x 1,524.51
FactorUnit PriceQuantity Total
111.48 1.2432 1 1.00
E-5 - reference note #1-weatherproof GFI type 20A duplex receptacle with lockable hinged cover at each distribution panel [11 ea total]
26 27 26 00 0330 Duplex Receptacle, Single Gang, High Impact Thermoplastic Weatherproof Cover With Self Closing Lid (Hubbell® HBL522)
115 $1,010.87
EA
Installation =x x 1,010.87
FactorUnit PriceQuantity Total

73.92 1.24321 1.00
E-5 - reference note #1-weatherproof GFI type 20A duplex receptacle with lockable hinged cover at each distribution panel [11 ea total]
26 56 13 00 0011 25' High, 5.9" Base OD, 7 Gauge, Round Tapered, Steel Roadway Light Pole With Single 8' Upsweep Style Arm, Anchor Base
116 $49,675.09
EA
Installation =x x 49,675.09
FactorUnit PriceQuantity Total
4,994.68 1.2432 8.00
E-5P
- light pole for Type A parking light
26 56 13 00 0012 30' High, 6.6" Base OD, 7 Gauge, Round Tapered, Steel Roadway Light Pole With Single 4' Upsweep Style Arm, Anchor Base
117 $6,387.76
EA
Installation =x x 6,387.76
FactorUnit PriceQuantity Total
5,138.16 1.2432 1.00
1 each street light

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: ELECTRICAL
26 56 13 00 0181 10' High, 3" OD, 1
1 Gauge, Round Straight, Steel Area Light Pole, Anchor Base118 $77,881.26EA Installation =x x 77,881.26
FactorUnit PriceQuantity Total
1,080.10 1.2432 58.00
E-5P
- light pole for Type B walkway light fixtures [58 each] 26 56 13 00 0291 1/2", 3/4" Or 1" Factory Threaded Pipe Coupling Or Nipple For Steel Area Light Poles
119 $5,319.38EA
Installation =x x 5,319.38
FactorUnit PriceQuantity Total

64.83 1.2432 66.00
E-5P
- conduit fittings to light pole for (8) Type A parking light & (58) Type B walkway light 26 56 13 00 0292 Extra Handhole For Steel Area Light Poles120 $7,910.56EA Installation =x x 7,910.56
FactorUnit PriceQuantity Total

96.41 1.2432 66.00
E-5P
- handholes to light pole for (8) Type A parking light & (58) Type B walkway light 26 56 19 00 0057 98 LEDs, 204 Watt, Horizontal Tenon Mount, LED Cobra Head Street Light (Philips Lumec GPLM Series)
121 $20,396.34
EA
Installation =x x 20,396.34
FactorUnit PriceQuantity Total
2,050.79 1.2432 8.00
parking lot and street pole mount light fixtures
26 56 19 00 0065 60 LEDs, 146 Watt
, Horizontal Tenon Mount, LED Cobra Head Street Light
(Lithonia CSX1 Series)
122 $3,917.10EA
Installation =x x 3,917.10
FactorUnit PriceQuantity Total
3,150.82 1.2432 1.00
1 each street light
26 56 19 00 0185 20 LEDs, 49 Watt
, Pole Mount, LED Architectural Area Fixture (Lithonia DSXO LED)
123 $150,286.82EA
Installation =x x 150,286.82
FactorUnit PriceQuantity Total
2,084.26 1.2432 58.00
E-5 & E-5P
- Type "B" walkway pole mount light fixture, task item closest equivalent to Louis Poulsen Kipp Post Luminaire, 42W 120V Dimmable LED 4000K [58 each total] 26 56 19 00 0187 80 LEDs, 188 Watt, Pole Mount, LED Architectural Area Fixture (Lithonia DSX2 LED)
124 $12,039.55
EA
Installation =x x 12,039.55
FactorUnit PriceQuantity Total
2,421.08 1.2432 4.00
E-5 & E-5P
- Type "A" parking light fixture, task item closest equivalent to Beacon Lighting #VPS Series model VP-S-48L-110-4K7-4W [4 ea total]
26 56 19 00 0188 100 LEDs, 218 Watt, Pole Mount, LED Architectural Area Fixture (Lithonia DSX2 LED)
125 $12,099.02
EA
Installation =x x 12,099.02
FactorUnit PriceQuantity Total
2,433.04 1.2432 4.00
E-5 & E-5P
- Type "A" parking light fixture, task item closest equivalent to Beacon Lighting #VPS Series model VP-S-48L-110-4K7-5W [4 ea total]
31 63 36 00 0006 18" Diameter, Up To 24' Depth, Drilled/Augered Hole126 $10,610.34LF Installation =x x 10,610.34
FactorUnit PriceQuantity Total

49.05 1.2432 174.00
A-0.3 detail #13 - walkway light pole concrete base drilled/auger hole [58 each x 3'] 31 63 36 00 0009 24" Diameter, Up
To 24' Depth, Drilled/Augered Hole127 $4,714.21LF
Installation =x x 4,714.21
FactorUnit PriceQuantity Total

79.00 1.2432 48.00
A-0.3 detail #9 - parking light pole concrete base drilled/auger hole [8 each x 6']

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
V
ictorville Wellness Center, phase 2
III.

PHASE 2 SITE WORKS: ELECTRICAL
31 63 36 00 0012 30" Diameter, Up T
o 24' Depth, Drilled/Augered Hole128 $1,023.50LF
Installation =x x 1,023.50
FactorUnit PriceQuantity T
otal
102.91 1.2432 8.00
1 each street light
32 31 13 13 0011 18" Diameter Hole, Auger By Machine Fence Post Hole In Soil129 $5,085.61VLF Installation =x x 5,085.61
FactorUnit PriceQuantity T
otal

23.51 1.2432 174.00
E-5
P - auger/dig concrete foundation/
footing for Type A walkway light pole base [58 ea x 18" dia x 3' per detail 13/A-0.3]
32 31 13 13 0012 24" Diameter Hole, Auger By Machine Fence Post Hole In Soil130 $13,162.98VLF Installation =x x 13,162.98
FactorUnit PriceQuantity T
otal

27.43 1.2432 386.00
light pole base
$1,612,864.39Subtotal for III. PHASE 2 SITE WORKS: ELECTRICAL III.

PHASE 2 SITE WORKS: FENCE AND GATE
03 21 11 00 0255 >15" T
o 24" Diameter, Grade 60, Spirals, Reinforcing Steel131 $4,170.97T ON
Installation =x x 4,170.97
FactorUnit PriceQuantity T
otal
3,355.03 1.2432 1.00
A-5.0 detail #2-Rolling/Sliding gate guide and stopper
05 12 23 00 0011 Up
To 10 LB/LF Rolled Shape Steel Angles132 $14,168.13T
ON
Installation =x x 14,168.13
FactorUnit PriceQuantity T
otal
1 1,396.50 1.2432 1.00
A-5.0 detail #2-Rolling/Sliding gate wheel track
05 12 23 00 0011
0002 For Hot Dip Galvanizing, Add133 $2,677.87MOD
Installation =x x 2,677.87
FactorUnit PriceQuantity T
otal
2,154.01 1.2432 1.00
05 12 23 00 0076 2.5" x 2.5" Weight Range 5-8 LB/LF Structural Tubing - Square134 $19,274.62T
ON
Installation =x x 19,274.62
FactorUnit PriceQuantity T
otal
7,752.02 1.2432 2.00
Ref. A-5.0 - tubular steel gate posts
05 52 13 00 0033 Powder Coated Steel, Perforated Metal, Railing Infill Panel135 $20,485.45SF Installation =x x 20,485.45
FactorUnit PriceQuantity T
otal
1 1.77 1.2432 1,400.00
Ref. A-1.0 thru A
-1.6-tubular steel fence with details on A-5.0 - 7' high T.S. fence perforated metal panel screening [200'x7']
08 71 11 00 1453 10" x 36", 0.050" Thick, Satin Stainless Finish, Stainless Kick Plate136 $1,013.11EA Installation =x x 1,013.1
1 FactorUnit PriceQuantity T
otal

67.91 1.2432 12.00
Ref. A-1.0
thru A
-1.6-tubular steel fence with details on A-5.0 - double swing gate kickplate on both sides [3x2x2]
08 71 11 00 1459 10" x 48", 0.050" Thick, Satin Stainless Finish, Stainless Kick Plate137 $629.18EA Installation =x x 629.18
FactorUnit PriceQuantity T
otal

84.35 1.2432 6.00
Ref. A-1.0
thru A
-1.6-tubular steel fence with details on A-5.0 - single swing gate kickplate on both sides [3x2]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
V
ictorville Wellness Center, phase 2
III.

PHASE 2 SITE WORKS: FENCE AND GATE
08 71 11 00 2094 8" x 16", Satin Finish, Stainless Steel Push Plate Door Hardware138 $520.28EA Installation =x x 520.28
FactorUnit PriceQuantity T
otal

46.50 1.2432 9.00
Ref. A-1.0 thru A-1.6-tubular steel fence with details on A-5.0 - single and double swing gate push plate
08 71 11 00 2172 3' Push Bar, Chexit Delayed Egress, Exit Device (Von Duprin Series CX98/CX99)Clear anodized satin aluminum US28 (BHMA 628) finish. 139 $23,907.00EA
Installation =x x 23,907.00
FactorUnit PriceQuantity T
otal
2,136.69 1.2432 9.00
Ref. A-1.0
thru A
-1.6-tubular steel fence with details on A-5.0 - single and double swing gate panic hardware
08 71 11 00 2270 Surface Mounted Heavy Duty Door Closer (LCN 4040XP/4041 Series)140 $5,258.85EA Installation =x x 5,258.85
FactorUnit PriceQuantity T
otal
470.01 1.2432 9.00
Ref. A-1.0
thru A
-1.6-tubular steel fence with details on A-5.0 - single and double swing gate self-closing device
10 41 16 00 0003 5" High x 4" Wide x 3-3/4" Deep, Black Finish, Surface Mount, Fire Department Emergency Storage Box (Knox-Box 3200)
141 $2,229.48
EA
Installation =x x 2,229.48
FactorUnit PriceQuantity T
otal
597.78 1.2432 3.00
Ref. A-1.2 & A-1.3-Fire Dept. Knox-Box at Man's Gate
32 31 11 00 0039 #60 Chain For Sliding Gate Operators142 $2,931.47LF Installation =x x 2,931.47
FactorUnit PriceQuantity T
otal
1 1.79 1.2432 200.00
Ref. A-1.0 thru A-1.6-chain for sliding/rolling gate at fire access road entry and exit [2 each x 100'] 32 31 13 13 0008 8" Diameter Hole, Auger By Machine Fence Post Hole In Soil143 $6,261.70VLF Installation =x x 6,261.70
FactorUnit PriceQuantity T
otal

16.46 1.2432 306.00
6'hgh chain link fence at retention basin, ref. Delta 5 PGP grading construction note
#22 [fence post
footing=1,205' ÷ 8' + 2 @ corners = 153 x 2'
32 31 13 13 0011 18" Diameter Hole, Auger By Machine Fence Post Hole In Soil144 $33,904.05VLF Installation =x x 33,904.05
FactorUnit PriceQuantity T
otal

23.51 1.2432 1,160.00
Ref. A-1.0 thru A-1.6-tubular steel fence and gate with details on A-5.0-footing [290 ea x 4' = 1,160]
32 31 13 13 0025 8" Diameter, Concrete Fill For Post Hole145 $6,695.38VLF Installation =x x 6,695.38
FactorUnit PriceQuantity T
otal

17.60 1.2432 306.00
6'hgh chain link fence at retention basin, ref. Delta 5 PGP grading construction note
#22 [fence post
footing=1,205' ÷ 8' + 2 @ corners = 153 x 2'
32 31 13 13 0028 18" Diameter, Concrete Fill For Post Hole146 $49,680.76VLF Installation =x x 49,680.76
FactorUnit PriceQuantity T
otal

34.45 1.2432 1,160.00
Ref. A-1.0 thru A-1.6-tubular steel fence and gate with details on A-5.0-footing [290 ea x 4' = 1,160]
32 31 13 13 0147 6' Galvanized Chain Link Fence, 9 Gauge Coiled Spring Mesh, Top And Bottom Rails, 2-1/2" Line Post At 10' On Center, 3" Corner Post 147 $56,806.28
LF
Installation =x x 56,806.28
FactorUnit PriceQuantity T
otal

37.92 1.2432 1,205.00
6'hgh chain link fence at retention basin, ref. Delta 5 PGP grading construction note #22 [1,205 LF] 32 31 13 13 0147
0170 For Posts 8' On Centers, Add148 $3,115.96MOD
Installation =x x 3,1

15.96 FactorUnit PriceQuantity T
otal

2.08 1.2432 1,205.00

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: FENCE AND GATE
32 31 19 00 0038 6' Steel
Tube Fence, Verticals At >2-1/2" To 3" On Center With 2-1/2" Square Posts
149 $20,285.29LF
Installation =x x 20,285.29
FactorUnit PriceQuantity Total

90.65 1.2432 180.00
Ref. A-1.0 thru
A-1.6-tubular steel fence with details on A-5.0 - 6' high T.S. fence 32 31 19 00 0038 0122 For Verticals >2" To 2-1/2" On Center, Add150 $1,344.89MOD Installation =x x 1,344.89
FactorUnit PriceQuantity Total

6.01 1.2432 180.00
32 31 19 00 0038 0128 For 1" Square x 14 Gauge Pickets, Add151 $3,358.88MOD Installation =x x 3,358.88
FactorUnit PriceQuantity Total

15.01 1.2432 180.00
32 31 19 00 0039 7' Steel
Tube Fence, Verticals At >2-1/2" To 3" On Center With 3" Square Posts
152 $87,690.85LF
Installation =x x 87,690.85
FactorUnit PriceQuantity Total
103.73 1.2432 680.00
Ref. A-1.0 thru
A-1.6-tubular steel fence with details on A-5.0 - 7' high T.S. fence 32 31 19 00 0039 0122 For Verticals >2" To 2-1/2" On Center, Add153 $5,951.45MOD Installation =x x 5,951.45
FactorUnit PriceQuantity Total

7.04 1.2432 680.00
32 31 19 00 0039 0128 For 1" Square x 14 Gauge Pickets, Add154 $14,870.16MOD Installation =x x 14,870.16
FactorUnit PriceQuantity Total

17.59 1.2432 680.00
32 31 19 00 0040 8' Steel
Tube Fence, Verticals At >2-1/2" To 3" On Center With 3" Square Posts
155 $152,727.12LF
Installation =x x 152,727.12
FactorUnit PriceQuantity Total
117.00 1.2432 1,050.00
Ref. A-1.0 thru
A-1.6-tubular steel fence with details on A-5.0 - 8' high T.S. fence 32 31 19 00 0040 0122 For Verticals >2" To 2-1/2" On Center, Add156 $10,534.26MOD Installation =x x 10,534.26
FactorUnit PriceQuantity Total

8.07 1.2432 1,050.00
32 31 19 00 0040 0128 For 1" Square x 14 Gauge Pickets, Add157 $26,316.06MOD Installation =x x 26,316.06
FactorUnit PriceQuantity Total

20.16 1.2432 1,050.00
32 31 19 00 0136 6' Wide x 7' High Steel
Tube Double Swing GateIncludes mounting hardware
and associated trim.
158 $7,241.39EA
Installation =x x 7,241.39
FactorUnit PriceQuantity Total
1,941.60 1.2432 3.00
Ref. A-1.0 thru
A-1.6-tubular steel fence with details on A-5.0 - 6'W x 7'H T.S. fence gate 32 31 19 00 0136 0132 For 1" Square x 14 Gauge Pickets, Add159 $679.27MOD Installation =x x 679.27
FactorUnit PriceQuantity Total
182.13 1.2432 3.00
32 31 19 00 0149 4' Wide x 8' High Steel
Tube Single Swing GateIncludes mounting hardware
and associated trim.
160 $4,408.13EA
Installation =x x 4,408.13
FactorUnit PriceQuantity Total
1,181.93 1.2432 3.00
Ref. A-1.2 & A-1.3 - 4'x8' Man's Gate
32 31 19 00 0149 0132 For 1" Square x 14 Gauge Pickets, Add161 $406.23MOD Installation =x x 406.23
FactorUnit PriceQuantity Total
108.92 1.2432 3.00

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
$589,544.52Subtotal for III. PHASE 2 SITE WORKS: FENCE AND GATE III. PHASE 2 SITE WORKS: FIRE APPARATUS ACCESS ROAD
01 74 19 00 0017 10 CY
Low-Boy Dumpster "Concrete Or Asphalt Only"Includes delivery of dumpster, rental cost, pick-up cost, hauling, and disposal fee. Concrete or asphalt only.
162 $62,555.98EA
Installation =x x 62,555.98
FactorUnit PriceQuantity Total
679.98 1.2432 74.00
Loop Road sub-grade preparation-haul away and stockpile dirt within the site 31 05 13 00 0004 3/8" Minus, ASTM C33, Screened/W
ashed Bedding Sand163 $2,187.68CY
Installation =x x 2,187.68
FactorUnit PriceQuantity Total

47.56 1.2432 37.00
PGP
detail 2/sht. 3 of 14 - 1" thick sand leveling course [11,868 SF x 1"/12 ÷ 27 = 37 CY] 31 23 16 33 0002 Bulk Excavation by Dozer in Soil164 $6,447.86CY Installation =x x 6,447.86
FactorUnit PriceQuantity Total

9.43 1.2432 550.00
Loop Road sub-grade preparation [1
1,868 SF x 15"/12 ÷ 27 = 550 CY]
31 23 16 33 0009 Cutting, Shaping and Rough Grading Existing Elevations For Bulk Excavation by Machine
165 $4,423.93
CY
Installation =x x 4,423.93
FactorUnit PriceQuantity Total

6.47 1.2432 550.00
Loop Road sub-grade preparation
31 23 16 33 001
1 Relocating On Site Excavated Material From Bulk Excavation >100' to 300'166 $3,541.88CY Installation =x x 3,541.88
FactorUnit PriceQuantity Total

5.18 1.2432 550.00
Loop Road sub-grade preparation
31 23 16 33 0016 Finish Grading for Bulk Excavation by Machine167 $1,049.46SY Installation =x x 1,049.46
FactorUnit PriceQuantity Total

0.64 1.2432 1,319.00
Loop road sub-grade preparation [1
1,868 SF ÷ 9]
31 23 16 33 0018 Compaction of Fill or Subbase for Bulk Excavation by MachinePer Lift168 $1,312.00SY Installation =x x 1,312.00
FactorUnit PriceQuantity Total

0.66 1.2432 1,599.00
Loop road sub-grade preparation [concrete pavement = 1319 + concrete curb and gutter 280 = 1599 SY] 31 23 16 33 0020 Loading Excess Material For Removal From Bulk Excavation169 $3,781.19CY Installation =x x 3,781.19
FactorUnit PriceQuantity Total

5.53 1.2432 550.00
Loop Road sub-grade preparation [1
1,868 SF x 15"/12 ÷ 27 = 550 CY]
31 23 16 36 0012 Relocating On Site Excavated Material From Excavation For Building Foundations and Other Structures >100' to 300'
170 $3,541.88
CY
Installation =x x 3,541.88
FactorUnit PriceQuantity Total

5.18 1.2432 550.00
Loop road earthworks/re-grading [1
1,868 SF x 15"/12 ÷ 27 = 550 CY]
31 23 16 36 0018 Backfilling Around Building Foundations And Other Structures By Hydraulic Excavator, Backhoe, Loader
171 $5,226.29
CY
Installation =x x 5,226.29
FactorUnit PriceQuantity Total

5.19 1.2432 810.00
Loop road earthworks/grading

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: FIRE APPARATUS ACCESS ROAD
31 23 16 36 0021 Compaction Of Fill Or Subbase For Building Foundations and Other Structures by V
ibratory Plate, Air Tamper, Etcetera
172 $11,479.71CY
Installation =x x 11,479.71
FactorUnit PriceQuantity Total

11.40 1.2432 810.00
Loop road earthworks/grading
31 23 16 36 0025 Finish Grading For Building Foundations And Other Structures by Machine173 $3,558.30SY
Installation =x x 3,558.30
FactorUnit PriceQuantity Total

1.79 1.2432 1,599.00
Loop road earthworks/grading [concrete pavement = 1319 + concrete curb and gutter 280 = 1599 SY] 31 23 16 36 0028 Load Excess Material For Removal From Excavation For Building Foundations and Other Structures by Machine
174 $3,938.46
CY
Installation =x x 3,938.46
FactorUnit PriceQuantity Total

5.76 1.2432 550.00
Loop road earthworks/re-grading preparation for asphalt and aggregate base [ 11 ,868 SF x 15"/12 ÷ 27 = 550
CY]
32 11 16 16 0004 Class II Graded Crushed Aggregate Roadway Base Course175 $29,472.08CY Installation =x x 29,472.08
FactorUnit PriceQuantity Total

80.91 1.2432 293.00
PGP
detail #2 on sheet 3 - base for private fire apparatus access road [11,868 SF x 8"/12 ÷ 27 = 293 CY] 32 11 16 16 0004 Class II Graded Crushed Aggregate Roadway Base Course176 $29,472.08CY Installation =x x 29,472.08
FactorUnit PriceQuantity Total

80.91 1.2432 293.00
PGP
detail #2 on sheet 3 - base for private fire apparatus access road [11,868 SF x 8"/12 ÷ 27 = 293 CY] 32 13 13 33 0005 6" 4,500 PSI Concrete Paving Assembly177 $121,130.61SY Installation =x x 121,130.61
FactorUnit PriceQuantity Total

73.87 1.2432 1,319.00
Ref. PGP
and A-drawings - fire access lane concrete pavement [11,868 SF ÷ 9 = 1,319 SY] 32 16 13 13 0008 6" x 18" Cast In Place Concrete Curb178 $37,785.82LF Installation =x x 37,785.82
FactorUnit PriceQuantity Total

23.38 1.2432 1,300.00
Loop road concrete curb
32 16 13 13 0014 Additional Finish For Handicap Drop Section In Curb179 $335.96EA Installation =x x 335.96
FactorUnit PriceQuantity Total

67.56 1.2432 4.00
street drop of
f section
32 16 13 13 0022 6" x 30" Cast In Place Concrete Gutter With 6" Curb And Face - Straight180 $22,680.94LF Installation =x x 22,680.94
FactorUnit PriceQuantity Total

45.61 1.2432 400.00
Loop road concrete curb and gutter
32 17 23 13 0023 Through Lane
Arrow, Epoxy Reflective Pavement MarkingApproximate overall dimensions: 3-1/2' width x 10' height.
181 $2,157.52EA
Installation =x x 2,157.52
FactorUnit PriceQuantity Total

91.34 1.2432 19.00
directional arrows pavement markings
32 17 23 13 0074 Solid
Area, Painted Pavement Marking For Parking AreasUse task for lines >12" wide, stop bars, transverse lines, diagonal lines, crossing lanes, etc. 182 $2,021.94SF
Installation =x x 2,021.94
FactorUnit PriceQuantity Total

4.28 1.2432 380.00
road crosswalk

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
$358,101.57Subtotal for III. PHASE 2 SITE WORKS: FIRE APPARATUS ACCESS ROAD
III. PHASE 2 SITE WORKS: LANDSCAPE AND IRRIGATION
01 22 20 00 0027 LaborerFor tasks not included in the Construction Task Catalog® and as
directed by owner only.
183 $36,685.84HR
Installation =x x 36,685.84
FactorUnit PriceQuantity Total

81.97 1.2432 360.00
Landscape plants and Irrigation system 90-day maintenance period [2-men x 2 hours daily x 90 days = 360 labor man-hours
22 1
1 19 00 0373 1-1/2" Threaded Reduced Pressure Zone Assembly With Quarter Turn Shut-offs And Strainer (Watts 009 QT-S series)
184 $1,836.58
EA
Installation =x x 1,836.58
FactorUnit PriceQuantity Total
1,477.30 1.2432 1.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system-reduced pressure assembly (BFP) 22 1
1 19 00 0579 46-1/2" Length x 16-1/2" Width x 30-1/2" Height, Internal Dimensions, Backflow Preventer Caged Enclosures, External Dimensions 49-1/2" Length x 20" Width x 30-1/2" HeightUTC-4
185 $1,272.94
EA
Installation =x x 1,272.94
FactorUnit PriceQuantity Total
1,023.92 1.2432 1.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system-backflow prevention assembly enclosure per detail #3/LI-2
22 1
1 19 00 0587 1/2", 125 LB Bronze Garden Hose Valves (Hose Bibbs), Screwed Ends186 $271.81EA Installation =x x 271.81
FactorUnit PriceQuantity Total

54.66 1.2432 4.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system-hose bibb 32 01 90 36 0002 Non-Selective Post Emergent W
eed Herbicide (70.4 oz/acre or 1.62 oz/MSF)187 $671.83MSF Installation =x x 671.83
FactorUnit PriceQuantity Total

7.72 1.2432 70.00
landscape planting areas
32 15 40 00 0002 Gravel Surfacing
And Spreading188 $599.94CY
Installation =x x 599.94
FactorUnit PriceQuantity Total

80.43 1.2432 6.00
landscape area boxes
32 15 40 00 0006 3" To
4" Thick Decomposed Granite Screenings With Stabilizer PathwayPlaced in 2 lifts.
189 $27,215.54SY
Installation =x x 27,215.54
FactorUnit PriceQuantity Total

16.24 1.2432 1,348.00
Ref. LC-1, LC-1A
& LP-1-Decomposed granite [12,127 SF ÷ 9 = 1,348 SY]
32 18 23 29 0152 >5,000 To 10,000 SF, 1-1/8" Pile Height, 70 Oz/SY Face Weight, Tufted Polyethylene Synthetic Turf With Envirofill® Infill (XGrass® PET) 190 $112,002.85
SF
Installation =x x 112,002.85
FactorUnit PriceQuantity Total

11.27 1.2432 7,994.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-L-Synthetic turf at Dog Park and Central Lawn area 32 18 23 29 0152 0505 For Base
And Nailer Board Installation, Add191 $19,876.28MOD
Installation =x x 19,876.28
FactorUnit PriceQuantity Total

2.00 1.2432 7,994.00
32 84 13 00 0008 3/4" Inlet/Outlet, Inline Basket Filter For Drip Emitter Irrigation Systems (Rain Bird® QKCHK-075)
192 $4,056.25
EA
Installation =x x 4,056.25
FactorUnit PriceQuantity Total
130.51 1.2432 25.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: LANDSCAPE AND IRRIGATION
32 84 13 00 0016 3/4", 6 To
300 GPH, 30 PSI, Inline Pressure Regulator For Drip Emitter Irrigation Systems (Rain Bird® PSI-L30X-075)
193 $3,173.89EA
Installation =x x 3,173.89
FactorUnit PriceQuantity Total

51.06 1.2432 50.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 13 00 0031 17mm, Barbed Coupling For Irrigation Tubing (Rain Bird® XFFCOUP)194 $703.65EA
Installation =x x 703.65
FactorUnit PriceQuantity Total

2.83 1.2432 200.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 13 00 0032 17mm, Barbed Elbow For Irrigation Tubing (Rain Bird® XFF-ELBOW)195 $723.54EA
Installation =x x 723.54
FactorUnit PriceQuantity Total

2.91 1.2432 200.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 13 00 0033 17mm, Barbed
Tee For Irrigation Tubing (Rain Bird® XFF-TEE)196 $551.98EA Installation =x x 551.98
FactorUnit PriceQuantity Total

2.96 1.2432 150.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 13 00 0034 17mm, Barbed Male
Adapter For Irrigation Tubing (Rain Bird® XFFMA050)197 $926.18EA Installation =x x 926.18
FactorUnit PriceQuantity Total

2.98 1.2432 250.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 13 00 0035 17mm, Barbed Cross For Irrigation Tubing (Rain Bird® XFDCROSS)198 $979.02EA
Installation =x x 979.02
FactorUnit PriceQuantity Total

3.15 1.2432 250.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 13 00 0037 12 Gauge, Galvanized Stake For Irrigation Tubing (Rain Bird® TDS050BEND)199 $5,097.12EA
Installation =x x 5,097.12
FactorUnit PriceQuantity Total

1.64 1.2432 2,500.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 13 00 0049 12" Pop-Up Height, Micro Spray Pop-Ups For Drip Emitter Irrigation Systems (Rain Bird® XP1200X With SQFUL)Includes nozzle.
200 $18,652.97EA
Installation =x x 18,652.97
FactorUnit PriceQuantity Total

37.51 1.2432 400.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 13 00 0051 0.536" ID, 0.634" OD, Subsurface Drip Emitter Irrigation Tubing (Rain Bird®
XFS Copper Shield)
201 $197,337.89LF
Installation =x x 197,337.89
FactorUnit PriceQuantity Total

4.06 1.2432 39,097.00
Irrigation system-Ref. LI-1, LI-1A
& LI-1B dripline area = 51,443 SF x 0.76 LF/SF conversion = 39,097 LF 32 84 23 00 0071 1-1/2", 5 To 200 GPM, Brass, Contamination Proof, Electric Remote Control Irrigation Valve (Rain Bird® 150EFB-CP)
202 $484.50
EA
Installation =x x 484.50
FactorUnit PriceQuantity Total
389.72 1.2432 1.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 23 00 0102 1" Brass Remote Control V
alve With Flow Control And Captured Solenoid
(Rain Bird® EFB-CP-R) And Box (Carson 1419-12)Purple components for use with recycled water
203 $2,623.40
EA
Installation =x x 2,623.40
FactorUnit PriceQuantity Total
527.55 1.2432 4.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: LANDSCAPE AND IRRIGATION
32 84 23 00 0108 10" Round Irrigation V
alve Box With Lid (Rain Bird® VB-10RND)204 $16,627.85EA Installation =x x 16,627.85
FactorUnit PriceQuantity Total
119.42 1.2432 1 12.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system-control zone kit, quick coupler, and ball valve boxes per details #4,5,8 & 9/LI-2
32 84 23 00 0111 26.3" x 19.8" x 12.1" Depth, Rectangular Irrigation Valve Box With Lid (Rain Bird® VB-JMB)
205 $1,183.73
EA
Installation =x x 1,183.73
FactorUnit PriceQuantity Total
238.04 1.2432 4.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system-automatic irrigation controller valve boxes per details #10/LI-2
32 84 23 00 0185 48-Station, Four Program, Indoor/Outdoor Mount, Modular Irrigation Controller (Rain Bird® ESP-LXME Series)
206 $10,291.51
EA
Installation =x x 10,291.51
FactorUnit PriceQuantity Total
2,069.56 1.2432 4.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 23 00 0188 Powder Coated Steel Cabinet
And Pedestal For ESP-LX/LXME Irrigation
Controllers (Rain Bird® LXMMPED + LXMM)Excludes concrete foundation. 207 $5,033.97EA
Installation =x x 5,033.97
FactorUnit PriceQuantity Total
1,012.30 1.2432 4.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 23 00 0194 Flow Smart W
ater Management Module For ESP-LXME Irrigation Controllers (Rain Bird® FSM-LXME)
208 $791.22EA
Installation =x x 791.22
FactorUnit PriceQuantity Total
159.11 1.2432 4.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 23 00 0205 Wireless Rain Sensor
And Controller Interface For Irrigation Controllers (Rain Bird® WR2RC)
209 $1,274.33EA
Installation =x x 1,274.33
FactorUnit PriceQuantity Total
256.26 1.2432 4.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 23 00 0206 Wireless Rain/Freeze Sensor
And Controller Interface For Irrigation Controllers
(Rain Bird® WR2RFC)
210 $1,332.76EA
Installation =x x 1,332.76
FactorUnit PriceQuantity Total
268.01 1.2432 4.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 23 00 0207 Soil Moisture Sensor
And Controller Interface For Irrigation Controllers (Rain Bird® SMRT-Y)
211 $1,839.24EA
Installation =x x 1,839.24
FactorUnit PriceQuantity Total
369.86 1.2432 4.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 23 00 0459 1", 1-Piece Brass Body, Quick-Coupling Irrigation V alve (Rain Bird® 44RC)212 $15,003.29EA
Installation =x x 15,003.29
FactorUnit PriceQuantity Total
191.56 1.2432 63.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 23 00 0465 1" Anti-Siphon Pressure
Type Vacuum Breaker (Watts 800M4QT)213 $8,731.24EA
Installation =x x 8,731.24
FactorUnit PriceQuantity Total
351.16 1.2432 20.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: LANDSCAPE AND IRRIGATION
32 84 23 00 0548 3/4" Class 200, SDR-21 Polyvinyl Chloride (PVC) Pipe With Fittings, 18" Of Cover, Backfilled
And Compacted
214 $13,998.43LF
Installation =x x 13,998.43
FactorUnit PriceQuantity Total

5.63 1.2432 2,000.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system-3/4" non-pressure lateral irrigation pipe 32 84 23 00 0549 1" Class 200, SDR-21 Polyvinyl Chloride (PVC) Pipe With Fittings, 18" Of Cover, Backfilled
And Compacted
215 $33,312.79LF
Installation =x x 33,312.79
FactorUnit PriceQuantity Total

6.38 1.2432 4,200.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system-1" non-pressure lateral irrigation pipe 32 84 23 00 0550 1-1/2" Class 200, SDR-21 Polyvinyl Chloride (PVC) Pipe With Fittings, 18" Of Cover, Backfilled
And Compacted
216 $26,440.38LF
Installation =x x 26,440.38
FactorUnit PriceQuantity Total

8.18 1.2432 2,600.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system-1-1/4" pressure mainline irrigation pipe 32 84 23 00 0551 2" Class 200, SDR-21 Polyvinyl Chloride (PVC) Pipe With Fittings, 18" Of Cover, Backfilled
And Compacted
217 $6,365.18LF
Installation =x x 6,365.18
FactorUnit PriceQuantity Total

10.24 1.2432 500.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system-pipe sleeve for 3/4" & 1" non-pressure lateral irrigation pipe
32 84 23 00 0553 3" Class 200, SDR-21 Polyvinyl Chloride (PVC) Gasketed Pipe With Fittings, 18" Of Cover, Backfilled
And Compacted
218 $6,779.17LF
Installation =x x 6,779.17
FactorUnit PriceQuantity Total

15.58 1.2432 350.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system-pipe sleeve for 1-1/4" pressure mainline irrigation pipe 32 84 23 00 0594 3/4" Polyvinyl Chloride (PVC) Riser Pipe With Fittings, 6" Exposed, Type IVIncludes #4 steel reinforcing bar, stainless steel hose clamp 219 $4,448.17
EA
Installation =x x 4,448.17
FactorUnit PriceQuantity Total

17.89 1.2432 200.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system 32 84 23 00 0629 Thrust Block For 1-1/2" Pipe Size And Smaller220 $5,046.89EA
Installation =x x 5,046.89
FactorUnit PriceQuantity Total

33.83 1.2432 120.00
Ref. LI-1, LI-1A, LI-1B, LI-1C & LI-2-Irrigation system-pressure mainline thrust block 32 84 23 00 0659 11-Conductor, 18 A
WG, Irrigation Control Wire, Buried In Trench221 $40,946.04CLF Installation =x x 40,946.04
FactorUnit PriceQuantity Total
164.68 1.2432 200.00
Irrigation system
32 84 23 00 0674 0.5 GPM Bubbler
And Check Valve On Riser, 36" Tube, 4" Diameter Grate,
Root Watering System (Rain Bird® RWS-B-C-1402)
222 $24,855.25EA
Installation =x x 24,855.25
FactorUnit PriceQuantity Total

92.56 1.2432 216.00
Ref. LI-1 Irrigation System -root zone watering system Rainbird R WS-B-C-1402 (108 each x 2)
32 84 23 00 0674 0394 For Root Watering Sand Sock, Add223 $585.19MOD Installation =x x 585.19
FactorUnit PriceQuantity Total

4.57 1.2432 103.00

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: LANDSCAPE AND IRRIGATION
32 91 13 16 0009 Shredded Hardwood Mulch224 $59,230.90CY Installation =x x 59,230.90
FactorUnit PriceQuantity Total
101.37 1.2432 470.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape preparation and plants-3" layer of wood mulch in all shrubs and groundcover areas [50,759 SF x 3"/12 ÷ 27 = 470 CY] 32 91 13 26 0002 Prepare
And Mix Plant Bed, Up To 8" Deep By MachineIncludes loosening subgrade, removing stones, sticks, roots, rubbish, and raking surface.

Excludes soil amendments.
225 $85,017.77
SF
Installation =x x 85,017.77
FactorUnit PriceQuantity Total

1.04 1.2432 65,756.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape area preparation and plants bed [ Total Landscape area listed on LI-1C = 13,459 + 52,297 = 65,756 SF]
32 91 13 33 0002 Aluminum Sulfate 1 LB/SY, Push Spreader226 $3,178.99 SY
Installation =x x 3,178.99
FactorUnit PriceQuantity Total

0.35 1.2432 7,306.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape preparation and plants fertilizer [ Total Landscape area listed on LI-1C = 13,459 + 52,297 = 65,756 SF ÷ 9 = 7,306 SY]
32 91 13 33 0009 Perlite, 1" Deep, Push Spreader227 $26,703.49 SY
Installation =x x 26,703.49
FactorUnit PriceQuantity Total

2.94 1.2432 7,306.00
Landscape preparation and plants fertilizer [Total Landscape area listed on LI -1C = 13,459 + 52,297 = 65,756
SF ÷ 9 = 7,306 SY]
32 91 13 33 0011 Vermiculite, Push Spreader228 $24,796.10SY Installation =x x 24,796.10
FactorUnit PriceQuantity Total

2.73 1.2432 7,306.00
Landscape preparation and plants fertilizer [Total Landscape area listed on LI -1C = 13,459 + 52,297 = 65,756
SF ÷ 9 = 7,306 SY]
32 91 13 36 0002 Rake Topsoil With Machine229 $6,546.66MSF Installation =x x 6,546.66
FactorUnit PriceQuantity Total

80.03 1.2432 65.80
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape preparation and plants [ Total Landscape area listed on LI -1C
= 13,459 + 52,297 = 65,756 SF]
32 91 19 13 0003 Removal Of Topsoil, 6" Deep Stockpile On Site230 $6,965.40CY Installation =x x 6,965.40
FactorUnit PriceQuantity Total

4.60 1.2432 1,218.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape areas preparation [ Total Landscape area listed on LI -1C =
13,459 + 52,297 = 65,756 SF x6"/12 ÷ 27 = 1,218 CY]
32 91 19 13 0009 Spread Topsoil By Hand From Stockpile231 $1,880.61CY Installation =x x 1,880.61
FactorUnit PriceQuantity Total

63.03 1.2432 24.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape areas preparation [ Total Landscape area listed on LI -1C =
13,459 + 52,297 = 65,756 SF x6"/12 ÷ 27 = 1,218 CY x 2% = 24 CY 32 91 19 13 0013 Furnish And Place Imported Screened Topsoil, 6" Deep232 $80,927.92SY Installation =x x 80,927.92
FactorUnit PriceQuantity Total

8.91 1.2432 7,306.00
Ref. LC-1, LC-1A, LP-1-Landscape preparation and plants [ Total Landscape area listed on LI -1C = 13,459 +
52,297 = 65,756 SF ÷ 9 = 7,306 SY]
32 91 19 13 0020 >20,000 SF Scarify Up To 8" Soil With Machine233 $2,008.25MSF Installation =x x 2,008.25
FactorUnit PriceQuantity Total

24.55 1.2432 65.80
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape area preparation

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: LANDSCAPE AND IRRIGATION
32 92 16 00 001
1 Plugging By Hand, 12" On Center234 $1,363.74MSF
Installation =x x 1,363.74
FactorUnit PriceQuantity Total
137.12 1.2432 8.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape plants-plug at 12" O.C. UC V erde Buffalo grass
32 92 23 00 0067 >4,000 To 8,000 SF, Tifgreen Bermuda Sod, Installed On Level Ground235 $8,929.10MSF Installation =x x 8,929.10
FactorUnit PriceQuantity Total
1,436.47 1.2432 5.00
Landscape preparation and plants-bermuda sod
32 93 13 00 0022 1 Gallon
Acacia redolens - Bank Catclaw236 $1,883.45EA
Installation =x x 1,883.45
FactorUnit PriceQuantity Total

5.00 1.2432 303.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape plants-1 Gal Acacia
32 93 13 00 0035 5 Gallon Agave vilmoriniana - Octopus Agave237 $7,983.18EA Installation =x x 7,983.18
FactorUnit PriceQuantity Total

27.56 1.2432 233.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape plants-5 Gal Agave [143+90 = 233]
32 93 13 00 0039 1 Gallon Baccharis Pilularis - Dwarf Coyote Bush238 $744.06EA Installation =x x 744.06
FactorUnit PriceQuantity Total

9.50 1.2432 63.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape plants-1 Gal Coyote Bush 32 93 23 00 0085 1 Gallon Perennial Salvia239 $136.25EA Installation =x x 136.25
FactorUnit PriceQuantity Total

13.70 1.2432 8.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape plants-Cactus 32 93 23 00 0131 4" Pot
Annual Flowers240 $1,434.59EA
Installation =x x 1,434.59
FactorUnit PriceQuantity Total

7.35 1.2432 157.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape plants-4" Pot Sierra Gold 32 93 23 00 0133 6" Pot
Annual Flowers241 $81,615.78EA
Installation =x x 81,615.78
FactorUnit PriceQuantity Total

19.36 1.2432 3,391.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape preparation and plants-flats [CTC task for plant material unit price only, task item exclude install cost-labor and equipment] 32 93 33 00 0004 5 Gallon
Abelia x grandiflora - Abelia242 $59,990.50EA
Installation =x x 59,990.50
FactorUnit PriceQuantity Total

47.17 1.2432 1,023.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape preparation and plants-5 gallon shrubs [CTC task for plant material unit price only, task item exclude install cost-labor and equipment] 32 93 33 00 0076 15 Gallon Callistemon citrinus ' Little John' - Dwarf Bottle Bush243 $1,920.92 EA
Installation =x x 1,920.92
FactorUnit PriceQuantity Total

67.18 1.2432 23.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape plants-15 Gal Hopbush 32 93 33 00 0109 15 Gallon Coleonema Pulchellum - Confetti Bush244 $2,477.92EA Installation =x x 2,477.92
FactorUnit PriceQuantity Total

86.66 1.2432 23.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape planting-15 Gal. Shrubs-"Hopbush" [CTC task for plant material unit price only, task item exclude install cost-labor and equipment]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: LANDSCAPE AND IRRIGATION
32 93 33 00 0181 5 Gallon Elaeagnus angustifolia - Russian Olive245 $2,738.38EA Installation =x x 2,738.38
FactorUnit PriceQuantity Total

18.51 1.2432 1 19.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape plants-5 Gal Russia Sage 32 93 33 00 0617 1 Gallon Santolina chamaecyparissus - Lavender Cotton246 $948.51EA Installation =x x 948.51
FactorUnit PriceQuantity Total

7.48 1.2432 102.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape plants-1 Gal Lavender Cotton @30" O.C. 32 93 33 00 0794 1 Gallon
Yucca aloifolia - Spanish Bayonet247 $2,468.90EA
Installation =x x 2,468.90
FactorUnit PriceQuantity Total

9.28 1.2432 214.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape plants-1 Gal Yucca [206] + 1 Gal Golden Barrel Cactus [8]
32 93 33 00 0798 5 Gallon Yucca filamentosa - Adams Needle248 $6,516.51EA Installation =x x 6,516.51
FactorUnit PriceQuantity Total

39.71 1.2432 132.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape plants-5 Gal Yucca [96+36 = 132]
32 93 43 00 0051 24" Box Chilopsis linearis - Desert Willow249 $2,568.61EA Installation =x x 2,568.61
FactorUnit PriceQuantity Total
187.83 1.2432 1 1.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape planting-24" box trees-"Desert Willow" [CTC task for plant material unit price only, task item exclude install cost-labor and equipment] 32 93 43 00 0337 24" Box Arbutus unedo - Strawberry Tree250 $4,670.21EA Installation =x x 4,670.21
FactorUnit PriceQuantity Total
187.83 1.2432 20.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape planting-24" box trees-" Strawberry Tree" [CTC task for plant
material unit price only, task item exclude install cost-labor and equipment] 32 93 43 00 0406 24" Box Ginko Biloba - Maidenhair Tree251 $21,946.83EA Installation =x x 21,946.83
FactorUnit PriceQuantity Total
706.14 1.2432 25.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape planting-24" box trees-" Maidenhair Tree" [CTC task for plant
material unit price only, task item exclude install cost-labor and equipment] 32 93 43 00 0441 24" Box Fraxinus velutina 'Raywood' - Fan-Tex Ash252 $2,560.89EA Installation =x x 2,560.89
FactorUnit PriceQuantity Total
257.49 1.2432 8.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape planting-24" box trees-" Arizona Ash" [CTC task for plant
material unit price only, task item exclude install cost-labor and equipment] 32 93 43 00 0446 24" Box Gleditsia triacanthos 'Shademaster' - Shademaster Honey Locust253 $1,280.45EA Installation =x x 1,280.45
FactorUnit PriceQuantity Total
257.49 1.2432 4.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape planting-24" box trees-"Idaho Locust" [CTC task for plant material unit price only, task item exclude install cost-labor and equipment] 32 93 43 00 0472 24" Box Liquidambar styraciflua 'Palo Alto' - Palo Alto Sweetgum254 $2,560.89EA
Installation =x x 2,560.89
FactorUnit PriceQuantity Total
257.49 1.2432 8.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape planting-24" box trees-" Palo V erde" [CTC task for plant
material unit price only, task item exclude install cost-labor and equipment]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: LANDSCAPE AND IRRIGATION
32 93 43 00 1099 15 Gallon Heteromeles arbutifolia - T oyon255 $7,814.26EA
Installation =x x 7,814.26
FactorUnit PriceQuantity Total

87.30 1.2432 72.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape planting-15 Gal. Shrubs-" Toyon " [CTC task for plant material
unit price only, task item exclude install cost-labor and equipment] 32 93 43 00 1505 24" Box Olea europaea - Olive "Fruitless"256 $4,359.78EA Installation =x x 4,359.78
FactorUnit PriceQuantity Total
350.69 1.2432 10.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape planting-24" box trees-"Fruitless Olive" [CTC task for plant material unit price only, task item exclude install cost-labor and equipment] 32 93 43 00 1530 24" Box Pistacia chinensis - Chinese Pistache257 $4,071.77EA Installation =x x 4,071.77
FactorUnit PriceQuantity Total
467.89 1.2432 7.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape planting-24" box trees-"Chinese Pistache" [CTC task for plant material unit price only, task item exclude install cost-labor and equipment] 32 93 83 00 0032 4" Caliper Balled
And Burlapped Tree Planting258 $95,360.80EA
Installation =x x 95,360.80
FactorUnit PriceQuantity Total
710.24 1.2432 108.00
Landscape planting-24" box trees planting
32 93 83 00 0034 1 Gallon Container Shrub Planting259 $21,568.62EA Installation =x x 21,568.62
FactorUnit PriceQuantity Total

17.56 1.2432 988.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape preparation and plants-1 gallon planting [206+8+63+303 +157+102+306 = 988 each]
32 93 83 00 0038 5 Gallon Container Shrub Planting260 $65,649.99 EA
Installation =x x 65,649.99
FactorUnit PriceQuantity Total

51.62 1.2432 1,023.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape preparation and plants-5 gallon planting [96+36+143+90+220+159+119
+102+58 = 1,023 each]
32 93 83 00 0041 15 Gallon Container Shrub Planting261 $15,118.49EA Installation =x x 15,118.49
FactorUnit PriceQuantity Total
128.01 1.2432 95.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape preparation and plants-15 gallon planting per detail 3/LP-2 [23+72 = 95 each]
32 93 83 00 0070 Bulb Planting262 $4,342.16
EA
Installation =x x 4,342.16
FactorUnit PriceQuantity Total

1.03 1.2432 3,391.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape preparation and plants-flats planting [plug @12" O.C. = 3,391 each
32 93 83 00 0084 4' x 4' Deep
Tree Pit263 $94,886.84EA
Installation =x x 94,886.84
FactorUnit PriceQuantity Total
706.71 1.2432 108.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape planting-24" box tree pit for various species [108 each] 32 94 13 00 0009 1" x 6", Recycled Plastic Landscape Edging (Bend-A-Board)264 $30,458.40LF Installation =x x 30,458.40
FactorUnit PriceQuantity Total

8.75 1.2432 2,800.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape preparation and plants-plastic edging

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: LANDSCAPE AND IRRIGATION
32 94 13 00 0010 2" x 4", Recycled Plastic Landscape Edging (Bend-A-Board)265 $6,328.01LF Installation =x x 6,328.01
FactorUnit PriceQuantity Total

8.93 1.2432 570.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-L-Synthetic turf at Dog Park [270'] and Central Lawn area [300'] per detail #4/LP-2
32 94 49 00 0005 Tree Guying 3" T
o 4" Caliper, 3 Stakes, Guy Wire And Wrap266 $18,638.75EA Installation =x x 18,638.75
FactorUnit PriceQuantity Total

69.41 1.2432 216.00
Ref. LC-1, LC-1A, LP-1 LP-2 & LP-3-Landscape plants preparation-double stake out trees per detail 1/LP-2 [2 x 108 = 216 each]
33 19 16 13 0002 1-1/2" Diameter, 0 - 100 GPM, Flanged, Spectrum W ater MeterMetron-Farnier
#Spectrum 50.
267 $1,838.00EA
Installation =x x 1,838.00
FactorUnit PriceQuantity Total
1,478.44 1.2432 1.00
Ref. LI-1 Irrigation System-new 1-1/2" sub water meter for irrigation use only $1,545,062.26Subtotal for III. PHASE 2 SITE WORKS: LANDSCAPE

AND IRRIGATION
III. PHASE 2 SITE WORKS: LIFT STATION AND GREASE INTERCEPTOR 33 00 00 00 1004 Furnish and Install Lift Station and Grease Interceptor268 $741,617.95LS Installation =x x 741,617.95
FactorUnit PriceQuantity Total
NPP 575,388.28 1.2889 1.00
NPP for LIFT STATION AND GREASE INTERCEPTOR include the following cost: Lift Station material NOT TO EXCEED $341,000 and Dewatering NOT TO EXCEED $60,000
$741,617.95Subtotal for III. PHASE 2 SITE WORKS: LIFT STATION AND GREASE

INTERCEPTOR
III. PHASE 2 SITE WORKS: OFFSITE IMPROVEMENTS
02 41 19 13 0071 Saw Cut Minimum ChargeFor projects where the total saw cutting charge is less than the minimum charge, use this task exclusively. This task should not be used in conjunction with any other tasks in this section. 269 $2,404.30
EA
Installation =x x 2,404.30
FactorUnit PriceQuantity Total
966.98 1.2432 2.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - sawcut existing asphalt pavement joint to new pavement in River St. & First St.
31 24 13 00 0020 Finish Grade Roadway, Parking Areas, Landscaping And Embankments By Machine
270 $2,666.94
SY
Installation =x x 2,666.94
FactorUnit PriceQuantity Total

0.98 1.2432 2,189.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - finish grade 31 24 13 00 0021 Finish Grade For Curb271 $455.38LF Installation =x x 455.38
FactorUnit PriceQuantity Total

1.11 1.2432 330.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - finish grade 31 24 13 00 0022 Finish Grade For Curb And Gutter272 $956.64LF Installation =x x 956.64
FactorUnit PriceQuantity Total

1.35 1.2432 570.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - finish grade 31 37 13 00 0012 >200 To 300 LB Average Pieces Random, Dumped From Truck, Rip Rap273 $1,058.01TON Installation =x x 1,058.01
FactorUnit PriceQuantity Total

47.28 1.2432 18.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - rip rap [14x10x2 ÷ 27 = 10.4 CY x 1.7 = 18 tons

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: OFFSITE IMPROVEMENTS
32 01 16 71 0007 Up
To 3" Depth, Limited Cold Milling Of Asphalt274 $821.44SY Installation =x x 821.44
FactorUnit PriceQuantity Total

26.43 1.2432 25.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - grind and overlay AC existing pavement at River St [120 SF] and First St [104 SF] = 224 SF ÷ 9 = 25 SY
32 01 17 63 0024 Asphalt Placement For Small Repair Areas, Hot Mix, Up To 3 TonsFor small areas of existing asphalt is removed to allow work such as trenching across or in a road, excavating a drainage structure, uncovering a utility line, etc. 275 $5,222.41
EA
Installation =x x 5,222.41
FactorUnit PriceQuantity Total
2,100.39 1.2432 2.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - overlay existing pavement at River St. and First St. 32 01 17 63 0027 Grinding Asphalt To Level Bump Or Raised Area276 $436.64SY Installation =x x 436.64
FactorUnit PriceQuantity Total

20.66 1.2432 17.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - grind existing asphalt pavement 32 11 16 16 0004 Class II Graded Crushed Aggregate Roadway Base Course277 $55,121.85CY Installation =x x 55,121.85
FactorUnit PriceQuantity Total

80.91 1.2432 548.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - Class II Aggregate base [River St. incl. driveway & curb and gutter = 9,550 SF] + First St = 12,6300 SF, total 22,180 SF x 8"/12 ÷ 27 = 548 CY 32 11 23 16 0004 4" Crushed Aggregate Base Course For Sidewalks278 $5,944.61SF Installation =x x 5,944.61
FactorUnit PriceQuantity Total

0.99 1.2432 4,830.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - 4" Class 2 agg. base for concrete sidewalk & curb ramp [River St.=210 SF + First St.=4,620 SF] = 4,830 SF
32 11 23 16 0008 8" Crushed Aggregate Base Course For Sidewalks279 $6,433.56SF Installation =x x 6,433.56
FactorUnit PriceQuantity Total

2.07 1.2432 2,500.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - 8" Class 2 agg. base for concrete drive approach in River St [300 SF] & First St [2200 SF]
32 12 13 19 0003 Surface Prime Coat, 0.30 Gallon/SY280 $4,565.70SY Installation =x x 4,565.70
FactorUnit PriceQuantity Total

1.62 1.2432 2,267.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - asphalt primer [River St. incl. driveway = 8,900 SF] + First St = 11,500 SF, total 20,400 ÷ 9 = 2,267 SY
32 12 16 13 0004 1-1/2" Thick Bituminous Hot Mix Binder CourseIncludes placement, rolling, finishing and sweeping.
281 $35,539.20
SY
Installation =x x 35,539.20
FactorUnit PriceQuantity Total

12.61 1.2432 2,267.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - asphalt pavement [River St. incl. driveway = 8,900 SF] + First St = 11,500 SF, total 20,400 ÷ 9 = 2,267 SY
32 12 16 13 0017 1-1/2" Thick Bituminous Hot Mix Surface CourseIncludes placement, rolling, finishing and sweeping.
282 $34,524.60
SY
Installation =x x 34,524.60
FactorUnit PriceQuantity Total

12.25 1.2432 2,267.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - asphalt pavement[River St. incl. driveway = 8,900 SF] + First St = 11,500 SF, total 20,400 ÷ 9 = 2,267 SY
32 12 16 13 0023 Hand Placed Hot Mixed Asphalt 3,954 LB/CYFor small areas not reachable by machine. Includes placement, rolling, finishing and sweeping. 283 $1,801.89
TON
Installation =x x 1,801.89
FactorUnit PriceQuantity Total
362.35 1.2432 4.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - asphalt pavement not accessible to paving machine

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: OFFSITE IMPROVEMENTS
32 12 16 39 0005 Tensar®
TriAx® TX5 Geogrid284 $60.27SY
Installation =x x 60.27
FactorUnit PriceQuantity Total

4.04 1.2432 12.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - riprap filter fabric 32 16 13 13 0005 6" x 14" Cast In Place Concrete Curb - Radius285 $9,444.54LF Installation =x x 9,444.54
FactorUnit PriceQuantity Total

22.61 1.2432 336.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - concrete curb at First St. 32 16 13 13 0021 6" x 24" Cast In Place Concrete Gutter With 6" Curb And Face - Radius286 $30,286.59LF Installation =x x 30,286.59
FactorUnit PriceQuantity Total

42.74 1.2432 570.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - concrete curb and gutter 32 16 13 16 0009 Sidewalk/Curb Steel Facing, Pedestrian Ramps, Two Drops Per Section287 $841.85EA Installation =x x 841.85
FactorUnit PriceQuantity Total
169.29 1.2432 4.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - Handicap ramp drop section 32 16 23 00 0002 4" Cast In Place Concrete Sidewalk288 $51,519.95SF Installation =x x 51,519.95
FactorUnit PriceQuantity Total

8.58 1.2432 4,830.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - concrete sidewalk & curb ramp [River St.=210 SF + First St.=4,620 SF] = 4,830 SF
32 16 23 00 0006 8" Cast In Place Concrete Sidewalk289 $38,912.16SF Installation =x x 38,912.16
FactorUnit PriceQuantity Total

12.52 1.2432 2,500.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - concrete drive approach in River St [300 SF] & First St [2200 SF]
32 16 23 00 0008 Finish Concrete Handicap Drop Section In SidewalkExcludes patterned (tactile) finish.
290 $1,283.98EA
Installation =x x 1,283.98
FactorUnit PriceQuantity Total
129.10 1.2432 8.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - ADA drop section finish 32 16 43 00 0006 Type C-9, Asphalt Dike, 24" Base, 6" Top, 9" Height291 $5,226.66LF Installation =x x 5,226.66
FactorUnit PriceQuantity Total

16.17 1.2432 260.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - asphalt berm 32 17 23 13 0005 Single 8" Wide Solid Line, Epoxy Reflective Pavement Striping292 $206.37LF Installation =x x 206.37
FactorUnit PriceQuantity Total

0.83 1.2432 200.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - 8" stripping 32 17 23 13 0009 Solid Area, Epoxy Reflective Pavement MarkingUse this task for: lines >12" wide, stop bars, transverse lines, diagonal lines, crossing lanes, etc. 293 $2,669.15
SF
Installation =x x 2,669.15
FactorUnit PriceQuantity Total

5.65 1.2432 380.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - cross walk pavement marking 32 17 23 13 0073 Single 12" Wide Solid Line, Painted Pavement Striping For Parking Areas294 $185.66LF Installation =x x 185.66
FactorUnit PriceQuantity Total

1.31 1.2432 1 14.00
Ref. Offsite Street Improvement Plans sheet 1-6 - street divider striping for bus stop at First St. shown on A-1.5

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: OFFSITE IMPROVEMENTS
32 17 23 13 0074 Solid
Area, Painted Pavement Marking For Parking AreasUse task for lines >12" wide, stop bars, transverse lines, diagonal lines, crossing lanes, etc. 295 $1,936.81SF
Installation =x x 1,936.81
FactorUnit PriceQuantity Total

4.28 1.2432 364.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - cross walk hatch at First St. shown on A-1.5 32 17 23 13 0078 36" High, Letter/Number, Painted Pavement Marking For Parking Areas296 $145.85EA Installation =x x 145.85
FactorUnit PriceQuantity Total

16.76 1.2432 7.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - asphalt pavement marking "BUS ONLY" First St. shown on A-1.5
32 17 23 13 0082 Through Lane Arrow, Painted Pavement Marking For Parking AreasApproximate overall dimensions: 3-1/2' width x 10' height. 297 $1,997.87EA
Installation =x x 1,997.87
FactorUnit PriceQuantity Total

66.96 1.2432 24.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - asphalt pavement traffic arrow markings at River St. and First St. shown on A-1.4 & A-1.5
32 17 26 00 0002 Surface Applied VPC Truncated Dome Detectable Warning SurfaceIncludes adhesive, fasteners and sealant at perimeter. Also raised strips or directional bars. All colors.
298 $4,598.15
SF
Installation =x x 4,598.15
FactorUnit PriceQuantity Total

56.04 1.2432 66.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - detectable warning surface at First St. shown on A-1.5 32 17 26 00 0002 Surface Applied VPC Truncated Dome Detectable Warning SurfaceIncludes adhesive, fasteners and sealant at perimeter. Also raised strips or directional bars. All colors.
299 $4,458.81
SF
Installation =x x 4,458.81
FactorUnit PriceQuantity Total

56.04 1.2432 64.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - truncated at ADA ramp 32 94 16 00 0002 2" x 4" Redwood Edging300 $864.27LF Installation =x x 864.27
FactorUnit PriceQuantity Total

6.32 1.2432 1 10.00
Ref. Offsite Street Improvement Plans sheet 1-6 - redwood edging at River St. driveway pavement 33 42 13 13 0002 3' x 3' Precast Reinforced Concrete Box Culvert301 $6,844.57LF Installation =x x 6,844.57
FactorUnit PriceQuantity Total
531.04 1.2889 10.00
Ref. Of
fsite Street Improvement Plans sheet 1-6 - parkway culvert $319,436.68Subtotal for III. PHASE 2 SITE WORKS: OFFSITE IMPROVEMENTS III. PHASE 2 SITE WORKS: ONSITE CONCRETE
03 1
1 13 00 0004 Pile Cap, Pier Or Spread Footings Foundation Wood Formwork302 $12,233.09SF Installation =x x 12,233.09
FactorUnit PriceQuantity Total

8.20 1.2432 1,200.00
formworks for porch/deck footings
03 21 1
1 00 0090 #5, Grade 60, Footings, Steel Reinforcement Bar303 $1,752.91LF Installation =x x 1,752.91
FactorUnit PriceQuantity Total

1.41 1.2432 1,000.00
reinforcement for porch/deck footings

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: ONSITE CONCRETE
03 31 13 00 0023 Concrete Pump, Place 3,000 PSI Concrete Spread FootingsExcludes pumping equipment.
304 $25,609.92CY
Installation =x x 25,609.92
FactorUnit PriceQuantity Total
257.50 1.2432 80.00
structural concrete for porch/deck footings
03 37 16 00 0010 35 CY/HR, 66 HP
Trailer Mounted Concrete PumpIncludes hoses305 $12,556.32HR Installation =x x 12,556.32
FactorUnit PriceQuantity Total
126.25 1.2432 80.00
Pump for all site concrete pours multiple site visits for concrete pump 31 23 16 36 0003 Excavation For Building Foundations And Other Structures By Skid-Steer
Loader In Soil
306 $12,713.65CY
Installation =x x 12,713.65
FactorUnit PriceQuantity Total

8.63 1.2432 1,185.00
Ref. A
& S sheets - Earthworks for site concrete pavement, sidewalk, curb and gutter, ramp [excavation, backfill, & compaction]
31 23 16 36 0009 Excavation For Building Foundations And Other Structures By Hand in Soil307 $4,003.55CY Installation =x x 4,003.55
FactorUnit PriceQuantity Total
123.86 1.2432 26.00
Ref. A
& S sheets - Earthworks for site concrete pavement, sidewalk, curb and gutter, ramp [excavation, backfill, & compaction]
31 23 16 36 0012 Relocating On Site Excavated Material From Excavation For Building Foundations and Other Structures >100' to 300'
308 $7,631.13
CY
Installation =x x 7,631.13
FactorUnit PriceQuantity Total

5.18 1.2432 1,185.00
Earthworks [excavation, grading, backfill, compaction & export] for site concrete, paver, curb and gutter, ramp [32,000 SF x 12" thick]
31 23 16 36 0018 Backfilling
Around Building Foundations And Other Structures By Hydraulic Excavator, Backhoe, Loader
309 $7,645.87CY
Installation =x x 7,645.87
FactorUnit PriceQuantity Total

5.19 1.2432 1,185.00
Earthworks [excavation, grading, backfill, compaction & export] for site concrete, paver, curb and gutter, ramp [32,000 SF x 12" thick]
31 23 16 36 0019 Backfilling
Around Building Foundations And Other Structures By Hand310 $1,466.73CY Installation =x x 1,466.73
FactorUnit PriceQuantity Total

58.99 1.2432 20.00
not accessible to heavy equipment, edges trimming and sloping 31 23 16 36 0021 Compaction Of Fill Or Subbase For Building Foundations and Other Structures by V
ibratory Plate, Air Tamper, Etcetera
311 $16,794.39CY
Installation =x x 16,794.39
FactorUnit PriceQuantity Total

11.40 1.2432 1,185.00
Earthworks [excavation, grading, backfill, compaction & export] for site concrete, curbs, curb and gutter, driveway approach [32,000 SF x 12" thick]
31 23 16 36 0022 Compaction Of Fill Or Subbase For Building Foundations and Other Structures by Hand
312 $964.97
CY
Installation =x x 964.97
FactorUnit PriceQuantity Total

38.81 1.2432 20.00
not accessible to heavy equipment, edges trimming and sloping 31 23 16 36 0025 Finish Grading For Building Foundations And Other Structures by Machine313 $7,913.27SY
Installation =x x 7,913.27
FactorUnit PriceQuantity Total

1.79 1.2432 3,556.00
Earthworks [excavation, grading, backfill, compaction & export] for site concrete, curbs, curb and gutter, drive approach [32,000 SF ÷ 9 = 3556 SY]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: ONSITE CONCRETE
31 23 16 36 0026 Finish Grading For Building Foundations And Other Structures by Hand314 $1,597.06SY
Installation =x x 1,597.06
FactorUnit PriceQuantity Total

11.47 1.2432 1 12.00
not accessible to heavy equipment, edges trimming and sloping 31 23 16 36 0028 Load Excess Material For Removal From Excavation For Building Foundations and Other Structures by Machine
315 $8,485.59CY
Installation =x x 8,485.59
FactorUnit PriceQuantity Total

5.76 1.2432 1,185.00
Earthworks [excavation, grading, backfill, compaction & export] for site concrete, curbs, curb and gutter, driveway approach [32,000 SF x 12" thick]
31 23 16 36 0029 Load Excess Material For Removal From Excavation For Building Foundations and Other Structures by Hand
316 $28,229.96
CY
Installation =x x 28,229.96
FactorUnit PriceQuantity Total

90.83 1.2432 250.00
Earthworks [excavation, grading, backfill, compaction & export] for site concrete, curbs, curb and gutter, driveway approach
32 16 13 13 0002 6" x 12" Cast In Place Concrete Curb317 $4,460.60 LF
Installation =x x 4,460.60
FactorUnit PriceQuantity Total

17.94 1.2432 200.00
Parking lot concrete curbs
32 16 13 13 0003 6" x 12" Cast In Place Concrete Curb - Radius318 $5,109.55LF Installation =x x 5,109.55
FactorUnit PriceQuantity Total

20.55 1.2432 200.00
Parking lot concrete curbs
32 16 13 13 0004 6" x 14" Cast In Place Concrete Curb319 $4,905.67LF Installation =x x 4,905.67
FactorUnit PriceQuantity Total

19.73 1.2432 200.00
Landscape planter's box/curb
32 16 13 13 0005 6" x 14" Cast In Place Concrete Curb - Radius320 $5,621.75LF Installation =x x 5,621.75
FactorUnit PriceQuantity Total

22.61 1.2432 200.00
Landscape planter's box/curb
32 16 13 13 0014 Additional Finish For Handicap Drop Section In Curb321 $335.96EA Installation =x x 335.96
FactorUnit PriceQuantity Total

67.56 1.2432 4.00
parking lot sidewalk
ADA path of travel
32 16 13 13 0020 6" x 24" Cast In Place Concrete Gutter With 6" Curb And Face - Straight322 $9,542.80LF Installation =x x 9,542.80
FactorUnit PriceQuantity Total

38.38 1.2432 200.00
Parking lot curb and gutter
32 16 13 13 0021 6" x 24" Cast In Place Concrete Gutter With 6" Curb And Face - Radius323 $10,626.87LF
Installation =x x 10,626.87
FactorUnit PriceQuantity Total

42.74 1.2432 200.00
Parking lot curb and gutter
32 16 13 19 0006 4' Wide Cast In Place Concrete V
alley Gutter, 6" Thick324 $12,783.20LF
Installation =x x 12,783.20
FactorUnit PriceQuantity Total

41.13 1.2432 250.00
Ref. PGP
plans detail #5 on sheet 3 and A-sheets-Parking lot 4' wide ribbon gutter

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: ONSITE CONCRETE
32 16 23 00 0002 4" Cast In Place Concrete Sidewalk325 $213,333.12SF Installation =x x 213,333.12
FactorUnit PriceQuantity Total

8.58 1.2432 20,000.00
site concrete sidewalk and walkway
32 16 23 00 0002 0098 For W
elded Wire Reinforcement, Add326 $19,642.56MOD
Installation =x x 19,642.56
FactorUnit PriceQuantity Total

0.79 1.2432 20,000.00
32 16 23 00 0008 Finish Concrete Handicap Drop Section In SidewalkExcludes patterned (tactile) finish.
327 $641.99EA
Installation =x x 641.99
FactorUnit PriceQuantity Total
129.10 1.2432 4.00
Sidewalk handicap section
32 17 26 00 0002 Surface
Applied VPC Truncated Dome Detectable Warning SurfaceIncludes adhesive, fasteners and sealant at perimeter. Also raised strips or directional bars. All colors.
328 $11,147.03
SF
Installation =x x 11,147.03
FactorUnit PriceQuantity Total

56.04 1.2432 160.00
ADA
detectable surface
$447,749.51Subtotal for III. PHASE 2 SITE WORKS: ONSITE CONCRETE III. PHASE 2 SITE WORKS: PARKING LOT PAVEMENT
10 14 53 1
1 0016 9" x 24" Aluminum Engineer Grade Traffic Sign329 $542.04EA Installation =x x 542.04
FactorUnit PriceQuantity Total

54.50 1.2432 8.00
"Minimum Fine $250" & "V
an Accessible" sign, ref. details on A-0.3
10 14 53 11 0024 18" x 24" Aluminum Engineer Grade Traffic Sign330 $734.88EA Installation =x x 734.88
FactorUnit PriceQuantity Total

73.89 1.2432 8.00
Tow-A
way Sign and EV Charger Sign
10 14 53 11 0025 18" x 30" Aluminum Engineer Grade Traffic Sign331 $425.92EA Installation =x x 425.92
FactorUnit PriceQuantity Total

85.65 1.2432 4.00
Handicapped/ADA
sign, ref. details on A-0.3
10 14 53 11 0211 10' Galvanized Steel Square Sign Post332 $2,448.41EA Installation =x x 2,448.41
FactorUnit PriceQuantity Total
164.12 1.2432 12.00
Signs post, ref. details on
A-0.3-ADA, Tow-Away, EV Charger
10 14 53 11 0250 2-3/8" Outside Diameter, Double Sign Bracket Set333 $1,248.42EA Installation =x x 1,248.42
FactorUnit PriceQuantity Total

50.21 1.2432 20.00
Signs mounting bracket to post, ref. details on
A-0.3
10 14 53 11 0253 Traffic Sign Post Cap334 $230.19EA Installation =x x 230.19
FactorUnit PriceQuantity Total

15.43 1.2432 12.00
Sign post cap, ref. details on
A-0.3
31 23 16 33 0002 Bulk Excavation by Dozer in Soil335 $4,865.20CY Installation =x x 4,865.20
FactorUnit PriceQuantity Total

9.43 1.2432 415.00
Parking lot sub-grade preparation [19,200 SF x 7"/12 ÷ 27 = 415 CY]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: PARKING LOT PAVEMENT
31 23 16 33 0009 Cutting, Shaping and Rough Grading Existing Elevations For Bulk Excavation by Machine
336 $3,338.05CY
Installation =x x 3,338.05
FactorUnit PriceQuantity Total

6.47 1.2432 415.00
Parking lot sub-grade preparation [19,200 SF x 7"/12 ÷ 27 = 415 CY] 31 23 16 33 001
1 Relocating On Site Excavated Material From Bulk Excavation >100' to 300'337 $2,672.51CY Installation =x x 2,672.51
FactorUnit PriceQuantity Total

5.18 1.2432 415.00
Parking lot sub-grade preparation -excess dirt to be stockpile within the project site [19,200 SF x 7"/12 ÷ 27 = 415 CY]
31 23 16 33 0016 Finish Grading for Bulk Excavation by Machine338 $1,697.91 SY
Installation =x x 1,697.91
FactorUnit PriceQuantity Total

0.64 1.2432 2,134.00
Parking lot sub-grade preparation
31 23 16 33 0018 Compaction of Fill or Subbase for Bulk Excavation by MachinePer Lift339 $1,750.97SY Installation =x x 1,750.97
FactorUnit PriceQuantity Total

0.66 1.2432 2,134.00
Parking lot sub-grade preparation
31 23 16 33 0020 Loading Excess Material For Removal From Bulk Excavation340 $3,279.33CY Installation =x x 3,279.33
FactorUnit PriceQuantity Total

5.53 1.2432 477.00
Parking lot sub-grade preparation-no excess dirt to be stockpile within the project site [19,200 SF x 7"/12 ÷ 27 = 415 CY
x 1.15 swell factor = 477 CY]
31 24 13 00 0021 Finish Grade For Curb341 $1,821.54LF Installation =x x 1,821.54
FactorUnit PriceQuantity Total

1.11 1.2432 1,320.00
Parking lot sub-grade preparation - CURBS
31 24 13 00 0022 Finish Grade For Curb
And Gutter342 $1,090.91LF
Installation =x x 1,090.91
FactorUnit PriceQuantity Total

1.35 1.2432 650.00
Parking lot sub-grade preparation - CURB

AND GUTTER, RIBBON GUTTER
32 11 16 16 0015 4" Class II Crushed Aggregate Base Course343 $23,505.48SY Installation =x x 23,505.48
FactorUnit PriceQuantity Total

8.86 1.2432 2,134.00
Parking lot asphalt pavement base [19,200 SF ÷ 9 = 2134 SY] 32 12 16 13 0004 1-1/2" Thick Bituminous Hot Mix Binder CourseIncludes placement, rolling, finishing and sweeping.
344 $33,454.19
SY
Installation =x x 33,454.19
FactorUnit PriceQuantity Total

12.61 1.2432 2,134.00
Parking lot asphalt pavement 1-1/2" thick binder course [19,200 SF ÷ 9 = 2134 SY] 32 12 16 13 0017 1-1/2" Thick Bituminous Hot Mix Surface CourseIncludes placement, rolling, finishing and sweeping.
345 $32,499.1
1SY
Installation =x x 32,499.11
FactorUnit PriceQuantity Total

12.25 1.2432 2,134.00
Parking lot asphalt pavement 1-1/2" thick surface course [19,200 SF ÷ 9 = 2134 SY] 32 12 16 13 0023 Hand Placed Hot Mixed
Asphalt 3,954 LB/CYFor small areas not reachable by
machine. Includes placement, rolling, finishing and sweeping. 346 $1,801.89TON
Installation =x x 1,801.89
FactorUnit PriceQuantity Total
362.35 1.2432 4.00
Parking lot asphalt pavement

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: PARKING LOT PAVEMENT
32 17 13 19 0001 6" x 8" x 4' Precast Concrete Wheel Stop With Dowels347 $1,630.28EA Installation =x x 1,630.28
FactorUnit PriceQuantity Total

40.98 1.2432 32.00
Parking stalls wheel stop
32 17 23 13 0070 Single 4" Wide Solid Line, Painted Pavement Striping For Parking Areas348 $1,155.18LF
Installation =x x 1,155.18
FactorUnit PriceQuantity Total

1.01 1.2432 920.00
Parking lot standard stalls striping [23 x 20' x 2 = 920'] 32 17 23 13 0074 Solid
Area, Painted Pavement Marking For Parking AreasUse task for lines >12" wide, stop bars, transverse lines, diagonal lines, crossing lanes, etc. 349 $1,862.31SF
Installation =x x 1,862.31
FactorUnit PriceQuantity Total

4.28 1.2432 350.00
Parking lot
ADA stalls and path of travel
32 17 23 13 0076 12" High, Letter/Number, Painted Pavement Marking For Parking Areas350 $489.42EA Installation =x x 489.42
FactorUnit PriceQuantity Total

5.32 1.2432 74.00
Ref. A-0.2-Parking stall stencil word "NO P
ARKING" [9x2] and "EV CHARGING ONLY" [14x4]
32 17 23 13 0082 Through Lane Arrow, Painted Pavement Marking For Parking AreasApproximate overall dimensions: 3-1/2' width x 10' height. 351 $832.45EA
Installation =x x 832.45
FactorUnit PriceQuantity Total

66.96 1.2432 10.00
Ref. A-0.3-Parking Lot arrow pavement marking
32 17 23 13 0088 Handicap Symbol For V
an Parking Stalls, Painted Pavement Marking For
Parking AreasApproximate overall dimensions: 4-1/3' width x 5' height. White or blue symbol. Excludes striping.
352 $199.66
EA
Installation =x x 199.66
FactorUnit PriceQuantity Total

40.15 1.2432 4.00
Stencil Handicap symbol at parking lot
ADA stalls
32 17 23 13 0088 0347 For Blue Background With White Symbol And Border, Add353 $276.99MOD Installation =x x 276.98
FactorUnit PriceQuantity Total

55.70 1.2432 4.00
32 17 23 13 0092 Painted Curb354 $738.46LF
Installation =x x 738.46
FactorUnit PriceQuantity Total

1.98 1.2432 300.00
paint curb red at fire lane
32 17 26 00 0002 Surface
Applied VPC Truncated Dome Detectable Warning SurfaceIncludes adhesive, fasteners and sealant at perimeter. Also raised strips or directional bars. All colors.
355 $5,573.51
SF
Installation =x x 5,573.51
FactorUnit PriceQuantity Total

56.04 1.2432 80.00
Parking lot truncated domes for
ADA path of travel
32 31 13 13 0010 12" Diameter Hole, Auger By Machine Fence Post Hole In Soil356 $613.74VLF Installation =x x 613.74
FactorUnit PriceQuantity Total

20.57 1.2432 24.00
Signs post footing, ref. details on
A-0.3 detail #4 & 5-ADA, Tow-Away, EV Charger [12x2']
32 31 13 13 0027 12" Diameter, Concrete Fill For Post Hole357 $750.69VLF Installation =x x 750.69
FactorUnit PriceQuantity Total

25.16 1.2432 24.00
Signs post footing, ref. details on
A-0.3 detail #4 & 5-ADA, Tow-Away, EV Charger [12x2']

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
$131,529.64Subtotal for III. PHASE 2 SITE WORKS: PARKING LOT P AVEMENT III. PHASE 2 SITE WORKS: SITE MASONRY
03 1
1 13 00 0003 Continuous Footings Foundation Wood Formwork358 $20,527.72SF Installation =x x 20,527.72
FactorUnit PriceQuantity Total

6.88 1.2432 2,400.00
Ref. A
& S sheets - formworks for masonry footings
03 21 11 00 0090 #5, Grade 60, Footings, Steel Reinforcement Bar359 $4,206.99LF Installation =x x 4,206.99
FactorUnit PriceQuantity Total

1.41 1.2432 2,400.00
Ref. A
& S sheets - masonry footings reinf. bars
03 31 13 00 0019 Concrete Pump, Place 3,000 PSI Concrete Continuous FootingsExcludes pumping equipment.
360 $25,382.91CY
Installation =x x 25,382.91
FactorUnit PriceQuantity Total
226.86 1.2432 90.00
Ref. A
& S sheets - Masonry concrete footings
04 05 13 26 0006 Type S Masonry Cement 1/2:1:4 Mix361 $7,053.69CF Installation =x x 7,053.69
FactorUnit PriceQuantity Total

7.73 1.2432 734.00
Ref. A
& S sheets - Site CMU wall and pilaster
04 05 16 26 0009 Grout Concrete Block Cores- 8" Block, Grout Fill Block Solid (0.258 CF/SF)362 $17,969.21SF Installation =x x 17,969.21
FactorUnit PriceQuantity Total

6.57 1.2432 2,200.00
Ref. A
& S sheets - site masonry grout
04 05 19 26 0012 #5, Grade 60, Horizontal Placed, Steel Masonry Reinforcement Bar363 $7,608.38LF Installation =x x 7,608.38
FactorUnit PriceQuantity Total

2.04 1.2432 3,000.00
Ref. A
& S sheets - masonry hor. reinf. bars
04 05 19 26 0024 #5, Grade 60, Vertical Placed, Steel Masonry Reinforcement Bar364 $8,913.74LF Installation =x x 8,913.74
FactorUnit PriceQuantity Total

2.39 1.2432 3,000.00
Ref. A
& S sheets - masonry vert. reinf. bars
04 22 23 29 0005 8" x 8" x 16", Plain Or Scored, Split Face, Concrete Block365 $43,076.88SF Installation =x x 43,076.88
FactorUnit PriceQuantity Total

15.75 1.2432 2,200.00
Ref. A
& S sheets - fence pilaster [55 ea] + elec. enclosure [16'x7'] 04 22 23 29 0005 0024 For Stacked Bond, Add366 $9,463.24MOD Installation =x x 9,463.24
FactorUnit PriceQuantity Total

3.46 1.2432 2,200.00
04 72 00 00 0012 2" Thick Precast Concrete Coping367 $13,739.85SF Installation =x x 13,739.85
FactorUnit PriceQuantity Total

36.84 1.2432 300.00
Ref. A
& S sheets - masonry precast top
31 23 16 36 0003 Excavation For Building Foundations And Other Structures By Skid-Steer Loader In Soil
368 $965.59
CY
Installation =x x 965.59
FactorUnit PriceQuantity Total

8.63 1.2432 90.00
Ref. A
& S sheets - Earthworks for masonry footings

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2 SITE WORKS: SITE MASONRY
31 23 16 36 0009 Excavation For Building Foundations And Other Structures By Hand in Soil369 $1,847.79CY
Installation =x x 1,847.79
FactorUnit PriceQuantity Total
123.86 1.2432 12.00
Ref. A
& S sheets - Earthworks for masonry footings [excavation, backfill, & compaction] 31 23 16 36 0018 Backfilling Around Building Foundations And Other Structures By Hydraulic Excavator, Backhoe, Loader
370 $580.70CY
Installation =x x 580.70
FactorUnit PriceQuantity Total

5.19 1.2432 90.00
Ref. A
& S sheets - Earthworks for masonry footings
31 23 16 36 0021 Compaction Of Fill Or Subbase For Building Foundations and Other Structures by Vibratory Plate, Air Tamper, Etcetera
371 $1,275.52
CY
Installation =x x 1,275.52
FactorUnit PriceQuantity Total

11.40 1.2432 90.00
Ref. A
& S sheets - Earthworks for masonry footings
31 23 16 36 0028 Load Excess Material For Removal From Excavation For Building Foundations and Other Structures by Machine
372 $322.24
CY
Installation =x x 322.24
FactorUnit PriceQuantity Total

5.76 1.2432 45.00
Ref. A
& S sheets - Earthworks for masonry footings
$162,934.45Subtotal for III. PHASE 2 SITE WORKS: SITE MASONRY III. PHASE 2: MISCELLANEOUS WORKS
01 22 23 00 0407 2,000 LB Mini-Excavator With Full-T ime Operator373 $47,832.02MO
Installation =x x 47,832.02
FactorUnit PriceQuantity Total
19,237.46 1.2432 2.00
PHASE 2-MISCELLANEOUS WORKS: Equipment for trenching and backfill for equipment concrete slab/pads, trash enclosure footing and slab, bike parking structure slab/footing, electrical meter and panel enclosure 01 22 23 00 0966 30 T
o 35 Ton Lift, Truck Mounted Hydraulic Crane With Full-Time Operator374 $4,158.06DAY Installation =x x 4,158.06
FactorUnit PriceQuantity Total
1,672.32 1.2432 2.00
crane for loading and unloading for dog kennel modular building and ramp relocation 01 22 23 00 1429 Tractor
, Truck, Diesel Powered, 4x2, 35000 GVW, 329 HP, With Full Time Truck Driver
375 $1,339.70DAY
Installation =x x 1,339.70
FactorUnit PriceQuantity Total
1,077.62 1.2432 1.00
trucking for delivery and transport for relocation of dog kennel modular building and ramp 02 41 19 13 0333 Core Drill Minimum ChargeFor projects where the total core drilling charge is less than the minimum charge, use task "Minimum Charge For Core Drilling" exclusively. Task
"Minimum Charge For Core Drilling" should not be used in conjunction with any other tasks in this section. Does not apply to sections "Drilling In Concrete Per Inch Of Depth" or "Drilling In Brick Or Block Per Inch Of Depth".
376 $969.85
EA
Installation =x x 969.85
FactorUnit PriceQuantity Total
780.12 1.2432 1.00
Ref. A-6.0 T
rash Enclosure - core drill holes to concrete slab for double swing gate cane bolts 03 11 13 00 0003 Continuous Footings Foundation Wood Formwork377 $2,386.35SF Installation =x x 2,386.35
FactorUnit PriceQuantity Total

6.88 1.2432 279.00
Ref. A-6.0 T
rash Enclosure - concrete footing formworks [186' x 1.5']

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
03 1
1 13 00 0004 Pile Cap, Pier Or Spread Footings Foundation Wood Formwork378 $3,058.27SF Installation =x x 3,058.27
FactorUnit PriceQuantity Total

8.20 1.2432 300.00
Ref. A-6.0 T
rash Enclosure - concrete footing formworks
03 11 13 00 0007 Below Grade Walls Foundation Wood FormworkExcludes footing379 $10,145.61SF Installation =x x 10,145.61
FactorUnit PriceQuantity Total

11.21 1.2432 728.00
PGP
sheet 11 and sheet 3 Typ. Bldg. Section A-A - exist. 36" VCP protection-formworks [182' x 2' x sides = 728 SF]
03 11 13 00 0010 >6" To 12" High Slab Edge and Block-Out Wood Formwork380 $1,417.25LF Installation =x x 1,417.25
FactorUnit PriceQuantity Total

7.60 1.2432 150.00
Ref. A-6.0 T
rash Enclosure - concrete slab formworks
03 11 13 00 0010 >6" To 12" High Slab Edge and Block-Out Wood Formwork381 $491.31LF Installation =x x 491.31
FactorUnit PriceQuantity Total

7.60 1.2432 52.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - slab on grade formworks
03 11 13 00 0067 6" Diameter Round Fiber Tube Formwork382 $226.87LF Installation =x x 226.87
FactorUnit PriceQuantity Total

16.59 1.2432 1 1.00
Ref. A-1.0 Master Site Plan Site Data Item #24 & Detail #10/A-0.3-short-term bike rack footing [8x2x8"] 03 11 13 00 0073 18" Diameter Round Fiber Tube Formwork383 $777.21LF Installation =x x 777.21
FactorUnit PriceQuantity Total

29.77 1.2432 21.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - footing F1 per detail #2/S-3.2 [6x42"] 03 11 13 00 0073 18" Diameter Round Fiber Tube Formwork384 $666.18LF Installation =x x 666.18
FactorUnit PriceQuantity Total

29.77 1.2432 18.00
Ref. A-6.0 T
rash Enclosure - gate post footing per detail #2/S-3.2 [5x42"] 03 11 13 00 0076 24" Diameter Round Fiber Tube Formwork385 $291.43LF Installation =x x 291.43
FactorUnit PriceQuantity Total

39.07 1.2432 6.00
Ref. A-1.0 Master Site Plan and Detail #12/A-0.3-Basketball hoop and footing 03 15 19 00 0053 1" Diameter x 36" Length, Plain Steel, L-T ype Cast In Place Anchor Bolt386 $153.06EA
Installation =x x 153.06
FactorUnit PriceQuantity Total

30.78 1.2432 4.00
Ref. A-1.0 Master Site Plan and Detail #12/A-0.3-Basketball hoop and footing 03 21 1
1 00 0089 #4, Grade 60, Footings, Steel Reinforcement Bar387 $467.44LF Installation =x x 467.44
FactorUnit PriceQuantity Total

0.94 1.2432 400.00
Ref. A-6.0 T
rash Enclosure - concrete footing rebars
03 21 11 00 0128 #4, Grade 60, Slab On Grade, Steel Reinforcement Bar388 $638.06LF Installation =x x 638.06
FactorUnit PriceQuantity Total

0.91 1.2432 564.00
Ref. A-6.0 T
rash Enclosure - slab on grade rebars
03 21 11 00 0128 #4, Grade 60, Slab On Grade, Steel Reinforcement Bar389 $285.09LF Installation =x x 285.09
FactorUnit PriceQuantity Total

0.91 1.2432 252.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - slab on grade [18x7x2]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
03 21 1
1 00 0255 >15" To 24" Diameter, Grade 60, Spirals, Reinforcing Steel390 $1,042.74TON Installation =x x 1,042.74
FactorUnit PriceQuantity Total
3,355.03 1.2432 0.25
Ref. A-6.0 T
rash Enclosure - gate post footing rebars per detail #2/S-3.2 [5x0.05] 03 21 11 00 0255 >15" To 24" Diameter, Grade 60, Spirals, Reinforcing Steel391 $417.10TON Installation =x x 417.10
FactorUnit PriceQuantity Total
3,355.03 1.2432 0.10
Ref. A-1.0 Master Site Plan and Detail #12/A-0.3-Basketball hoop and footing 03 21 1
1 00 0255 >15" To 24" Diameter, Grade 60, Spirals, Reinforcing Steel392 $1,251.29TON Installation =x x 1,251.29
FactorUnit PriceQuantity Total
3,355.03 1.2432 0.30
Ref. A-4.1 & S-2.6 Long
Term Parking Space - footing F1 rebars per detail #2/S-3.2 [6x0.05] 03 31 13 00 0009 12" 3,000 PSI Slab On Grade Concrete Slabs Assembly393 $3,942.19SF Installation =x x 3,942.19
FactorUnit PriceQuantity Total

15.10 1.2432 210.00
Ref. A-3.6-T
elecom Equipment slab
03 31 13 00 0009 0148 For 4,000 PSI Concrete, Add394 $164.48MOD Installation =x x 164.48
FactorUnit PriceQuantity Total

0.63 1.2432 210.00
03 31 13 00 0009 0151 For Up
To 500, Add395 $1,315.80MOD
Installation =x x 1,315.80
FactorUnit PriceQuantity Total

5.04 1.2432 210.00
03 31 13 00 0015 Concrete Pump, Place 3,000 PSI Concrete Pile CapsExcludes pumping equipment.
396 $19,648.23CY
Installation =x x 19,648.23
FactorUnit PriceQuantity Total
232.42 1.2432 68.00
PGP
sheet 11 and sheet 3 Typ. Bldg. Section A-A - exist. 36" VCP protection-Class 500-C-3250 PCC [182' x5' x 2' ÷ = 68 CY]
03 31 13 00 0023 Concrete Pump, Place 3,000 PSI Concrete Spread FootingsExcludes pumping equipment.
397 $2,560.99
CY
Installation =x x 2,560.99
FactorUnit PriceQuantity Total
257.50 1.2432 8.00
Ref. A-6.0 T
rash Enclosure - concrete footings [2'-8" x 1" x 82']
03 31 13 00 0023 Concrete Pump, Place 3,000 PSI Concrete Spread FootingsExcludes pumping equipment.
398 $480.19
CY
Installation =x x 480.19
FactorUnit PriceQuantity Total
257.50 1.2432 1.50
Ref. A-4.1 & S-2.6 Long
Term Parking Space - slab on grade concrete [6x18"dia.x42"] 03 31 13 00 0023 Concrete Pump, Place 3,000 PSI Concrete Spread FootingsExcludes pumping equipment.
399 $320.12
CY
Installation =x x 320.12
FactorUnit PriceQuantity Total
257.50 1.2432 1.00
Ref. A-1.0 Master Site Plan and Detail #12/A-0.3-Basketball hoop and footing 03 31 13 00 0037 Up
To 6", By Concrete Pump, Place 3,000 PSI Concrete Slab On GradeExcludes pumping equipment.
400 $612.53CY
Installation =x x 612.53
FactorUnit PriceQuantity Total
214.22 1.2432 2.30
Ref. A-4.1 & S-2.6 Long
Term Parking Space - slab on grade concrete [120 SF x 0.5]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
03 31 13 00 0037 Up
To 6", By Concrete Pump, Place 3,000 PSI Concrete Slab On GradeExcludes pumping equipment.
401 $1,597.91CY
Installation =x x 1,597.91
FactorUnit PriceQuantity Total
214.22 1.2432 6.00
Ref. A-6.0 T
rash Enclosure - step slab on grade [3'x47'] + 6" curb [8'x6"x8] 03 31 13 00 0079 Direct Chute, Place 3,000 PSI Concrete Coping402 $30,311.80CY Installation =x x 30,311.80
FactorUnit PriceQuantity Total
358.56 1.2432 68.00
PGP
sheet 11 and sheet 3 Typ. Bldg. Section A-A - exist. 36" VCP protection-Class 500-C-3250 PCC [182' x5' x 2' ÷ = 68 CY]
03 31 13 00 0079 0030 For 4,000 PSI Concrete, Add403 $1,223.26MOD Installation =x x 1,223.26
FactorUnit PriceQuantity Total

14.47 1.2432 68.00
03 31 13 00 0095 8" Equipment Pad With Rebar404 $14,728.94SF Installation =x x 14,728.94
FactorUnit PriceQuantity Total

32.91 1.2432 360.00
HV
AC Equipment pad
03 35 13 00 0004 Broom, Concrete Floor Finish405 $119.35SF Installation =x x 119.35
FactorUnit PriceQuantity Total

1.20 1.2432 80.00
Ref. A
& S sheets - bike parking structure concrete slab finish 03 35 13 00 0004 Broom, Concrete Floor Finish406 $771.28SF Installation =x x 771.28
FactorUnit PriceQuantity Total

1.20 1.2432 517.00
Ref. A
& S sheets - trash enclosure concrete slab finish
03 37 16 00 0010 35 CY/HR, 66 HP Trailer Mounted Concrete PumpIncludes hoses407 $2,511.26HR Installation =x x 2,511.26
FactorUnit PriceQuantity Total
126.25 1.2432 16.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - concrete slab on grade and footing pours 03 37 16 00 0010 35 CY/HR, 66 HP Trailer Mounted Concrete PumpIncludes hoses408 $2,511.26HR Installation =x x 2,511.26
FactorUnit PriceQuantity Total
126.25 1.2432 16.00
Ref. A-6.0 T
rash Enclosure - concrete slab on grade and footing pours 03 62 13 00 0005 1" Deep, Non-Metallic Non-Shrink Grout For Bases409 $69.61SF Installation =x x 69.61
FactorUnit PriceQuantity Total

37.33 1.2432 1.50
Ref. A-1.0 Master Site Plan and Detail #12/A-0.3-Basketball hoop and footing 04 05 13 26 0006 Type S Masonry Cement 1/2:1:4 Mix410 $2,1

14.19CF
Installation =x x 2,114.19
FactorUnit PriceQuantity Total

7.73 1.2432 220.00
Ref. A-6.0-CMU mortar [658 SF x 4/12]
04 05 16 26 0009 Grout Concrete Block Cores- 8" Block, Grout Fill Block Solid (0.258 CF/SF)41 1 $5,374.43SF
Installation =x x 5,374.43
FactorUnit PriceQuantity Total

6.57 1.2432 658.00
Ref. A-6.0 T
rash Enclosure - grout all cells per standard detail wall note #5 04 05 16 26 0018 Grout Door Frames - Grout Fill412 $89.51LF Installation =x x 89.51
FactorUnit PriceQuantity Total

6.00 1.2432 12.00
Ref. A-6.0 T
rash Enclosure - grout door frame at CMU

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
04 05 19 26 001
1 #4, Grade 60, Horizontal Placed, Steel Masonry Reinforcement Bar413 $360.53LF Installation =x x 360.53
FactorUnit PriceQuantity Total

1.45 1.2432 200.00
Ref. A-6.0 T
rash Enclosure - CMU horizontal rebars @ top & mid-span 04 05 19 26 0023 #4, Grade 60, Vertical Placed, Steel Masonry Reinforcement Bar414 $773.82LF Installation =x x 773.82
FactorUnit PriceQuantity Total

1.71 1.2432 364.00
Ref. A-6.0 T
rash Enclosure - CMU vertical rebars @ 24" O.C.
04 22 23 29 0005 8" x 8" x 16", Plain Or Scored, Split Face, Concrete Block415 $9,594.40SF Installation =x x 9,594.40
FactorUnit PriceQuantity Total

15.75 1.2432 490.00
Ref. A-6.0 T
rash Enclosure - split-face CMU exterior wall [70'x7']
04 22 23 29 0018 8" x 8" x 16", Split Rib, Concrete Block416 $3,325.01SF Installation =x x 3,325.01
FactorUnit PriceQuantity Total

15.92 1.2432 168.00
Ref. A-6.0 T
rash Enclosure - precision CMU interior wall [24'x7']
04 72 00 00 0012 2" Thick Precast Concrete Coping417 $2,152.58SF Installation =x x 2,152.58
FactorUnit PriceQuantity Total

36.84 1.2432 47.00
Ref. A-6.0 T
rash Enclosure - 2" conc. block wall cap [8"x70']
05 05 21 00 0006 >15 Spot Weldings, Welds Up To 1" Length Each418 $1,105.20EA Installation =x x 1,105.20
FactorUnit PriceQuantity Total

8.89 1.2432 100.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - field spot weld rafter to beam [19x2x2] + 24 ea hinges 05 05 21 00 0006 >15 Spot Weldings, Welds Up To 1" Length Each419 $2,210.41EA Installation =x x 2,210.41
FactorUnit PriceQuantity Total

8.89 1.2432 200.00
Ref. A-6.0 T
rash Enclosure - field spot welds steel post and steel plate to beam and rafter connections 05 05 21 00 0024 1/4" Horizontal Or Flat Fillet Weld420 $351.88LF Installation =x x 351.88
FactorUnit PriceQuantity Total

17.69 1.2432 16.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - field fillet weld steel post and steel plate to beam connection [6x1.3' x2]
05 05 23 00 1166 12-24 x 2", Hex Washer Head, Teks® 5 Self Drilling Screw421 $712.40EA Installation =x x 712.40
FactorUnit PriceQuantity Total

3.77 1.2432 152.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - corrugated or box-rib metal roofing self-drilling screw [8 ea per rafter x 19 ea = 152]
05 05 23 00 1167 1/4"-28 x 3", Hex Washer Head, Teks® 5 Self Drilling Screw422 $4,867.13EA Installation =x x 4,867.13
FactorUnit PriceQuantity Total

5.22 1.2432 750.00
Ref. A-6.0 Trash Enclosure
- corrugated or box-rib metal roofing self-drilling screw [15 ea per rafter x 50 ea = 750 ea]
05 05 23 00 1167 1/4"-28 x 3", Hex Washer Head, Teks® 5 Self Drilling Screw423 $648.95EA Installation =x x 648.95
FactorUnit PriceQuantity Total

5.22 1.2432 100.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - perforated metal panel screening self-drilling screws per details C & J/A-4.1

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
05 05 23 00 1
189 1/4" Diameter x 2" Length, 304/18-8 Stainless Steel, Security Screw424 $720.56EA Installation =x x 720.56
FactorUnit PriceQuantity Total

4.60 1.2432 126.00
Ref. A-4.1 details K, L, M & N-self-drilling screws
05 05 23 00 1
189 1/4" Diameter x 2" Length, 304/18-8 Stainless Steel, Security Screw425 $800.62EA Installation =x x 800.62
FactorUnit PriceQuantity Total

4.60 1.2432 140.00
Ref. A-6.0 T
rash Enclosure - self-drilling screw for corrugated or box-rib metal panel at swing gates 05 05 23 00 1568 Up To 1/2" Diameter Drill Through Up To 1/4" Steel Plate426 $395.44EA Installation =x x 395.44
FactorUnit PriceQuantity Total

19.88 1.2432 16.00
Ref. A-6.0 T
rash Enclosure - drill to steel plates at beam & rafter connections 05 05 23 00 1568 Up To 1/2" Diameter Drill Through Up To 1/4" Steel Plate427 $98.86EA Installation =x x 98.86
FactorUnit PriceQuantity Total

19.88 1.2432 4.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - drill to steel plate per detain N/A-4.1 [2x2] 05 12 23 00 0003 Up To 30 LB/LF Beams, Girders And Columns428 $1,551.49TON Installation =x x 1,551.49
FactorUnit PriceQuantity Total
7,799.90 1.2432 0.16
Ref. A-4.1 & S-2.6 Long
Term Parking Space - 2x4x1/4 tubular steel beam [36x8.81÷2000] 05 12 23 00 0003 0002 For Hot Dip Galvanizing, Add429 $296.69MOD Installation =x x 296.69
FactorUnit PriceQuantity Total
1,491.55 1.2432 0.16
05 12 23 00 0003 Up
To 30 LB/LF Beams, Girders And Columns430 $4,363.58TON
Installation =x x 4,363.58
FactorUnit PriceQuantity Total
7,799.90 1.2432 0.45
Ref. A-6.0 T
rash Enclosure - 2x4x1/84 tubular steel beam [100'x8.81÷2000] 05 12 23 00 0003 0002 For Hot Dip Galvanizing, Add431 $834.43MOD Installation =x x 834.43
FactorUnit PriceQuantity Total
1,491.55 1.2432 0.45
05 12 23 00 0062 3" x 2" W
eight Range 5-7 LB/LF Structural Tubing - Rectangle432 $1,927.46TON Installation =x x 1,927.46
FactorUnit PriceQuantity Total
7,752.02 1.2432 0.20
Ref. A-6.0 T
rash Enclosure - 2x3x1/8 steel posts [72'x5.59÷2000]
05 12 23 00 0062 0002 For Hot Dip Galvanizing, Add433 $505.26MOD Installation =x x 505.26
FactorUnit PriceQuantity Total
2,032.08 1.2432 0.20
05 12 23 00 0062 3" x 2" W
eight Range 5-7 LB/LF Structural Tubing - Rectangle434 $3,854.92TON Installation =x x 3,854.92
FactorUnit PriceQuantity Total
7,752.02 1.2432 0.40
Ref. A-4.1 & S-2.6 Long
Term Parking Space - 2x3x1/8 rafters [128'x5.59÷2000]
05 12 23 00 0063 4" x 3", 2" Weight Range 6-13 LB/LF Structural Tubing - Rectangle435 $4,379.36TON Installation =x x 4,379.36
FactorUnit PriceQuantity Total
7,828.12 1.2432 0.45
Ref. A-6.0 T
rash Enclosure - closest CTC match to 2x4x1/8 beam [100'x8.81÷2000]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
05 12 23 00 0063 0002 For Hot Dip Galvanizing, Add436 $1,136.83MOD Installation =x x 1,136.83
FactorUnit PriceQuantity Total
2,032.08 1.2432 0.45
05 12 23 00 0076 2.5" x 2.5" W
eight Range 5-8 LB/LF Structural Tubing - Square437 $1,349.22TON Installation =x x 1,349.22
FactorUnit PriceQuantity Total
7,752.02 1.2432 0.14
Ref. A-4.1 & S-2.6 Long
Term Parking Space - 2.5x2.5x3/16 top and bottom rail [3x16'x5.59÷2000] 05 12 23 00 0076 0002 For Hot Dip Galvanizing, Add438 $353.68MOD Installation =x x 353.68
FactorUnit PriceQuantity Total
2,032.08 1.2432 0.14
05 12 23 00 0079 4" x 4" W
eight Range 10-22 LB/LF Structural Tubing - Square439 $2,828.64TON Installation =x x 2,828.64
FactorUnit PriceQuantity Total
5,688.23 1.2432 0.40
Ref. A-4.1 & S-2.6 Long
Term Parking Space - 4x4x1/4 steel post [6x11'x12.21÷2000] 05 12 23 00 0079 0002 For Hot Dip Galvanizing, Add440 $232.01MOD Installation =x x 232.01
FactorUnit PriceQuantity Total
1,333.05 1.2432 0.14
05 12 23 00 0081 6" x 6" W
eight Range 15-35 LB/LF Structural Tubing - Square441 $4,657.99TON Installation =x x 4,657.99
FactorUnit PriceQuantity Total
6,244.63 1.2432 0.60
Ref. A-6.0 T
rash Enclosure - 6x6x1/4 steel post [5x8'x19.02÷2000]
05 12 23 00 0081 0002 For Hot Dip Galvanizing, Add442 $994.35MOD Installation =x x 994.35
FactorUnit PriceQuantity Total
1,333.05 1.2432 0.60
05 12 23 00 0089 Structural Shapes, Steel
Angle A36 Structural Steel, Purlins And Girts (Up To
20 LB/LF)
443 $4,060.99TON
Installation =x x 4,060.99
FactorUnit PriceQuantity Total
8,166.41 1.2432 0.40
Ref. A-4.1 & S-2.6 Long
Term Parking Space - 2x3x1/8 rafters [128'x5.59÷2000]
05 12 23 00 0089 0002 For Hot Dip Galvanizing, Add444 $574.37MOD Installation =x x 574.37
FactorUnit PriceQuantity Total
1,155.02 1.2432 0.40
05 12 23 00 0089 Structural Shapes, Steel
Angle A36 Structural Steel, Purlins And Girts (Up To
20 LB/LF)
445 $20,304.96TON
Installation =x x 20,304.96
FactorUnit PriceQuantity Total
8,166.41 1.2432 2.00
Ref. A-6.0 T
rash Enclosure - 2x3x1/8 rafters [50eax14'x5.59÷2000]
05 12 23 00 0089 0002 For Hot Dip Galvanizing, Add446 $2,871.84MOD Installation =x x 2,871.84
FactorUnit PriceQuantity Total
1,155.02 1.2432 2.00
05 12 23 00 0090 Structural Shapes, Steel Plate
A36 Structural SteelUp to 21.5 LB per SF447 $745.81TON
Installation =x x 745.81
FactorUnit PriceQuantity Total
5,999.13 1.2432 0.10
Ref. A-4.1 & S-2.6 Long
Term Parking Space - beam and rafter steel plate connectors 05 12 23 00 0118 1/8" Plate Weight 6.16 LB/SF Connection And Stiffener Plates448 $1,667.04TON Installation =x x 1,667.04
FactorUnit PriceQuantity Total
13,409.26 1.2432 0.10
Ref. A-4.1 & S-2.6 Long
Term Parking Space - steel plate connectors

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
05 12 23 00 01
18 1/8" Plate Weight 6.16 LB/SF Connection And Stiffener Plates449 $1,667.04TON Installation =x x 1,667.04
FactorUnit PriceQuantity Total
13,409.26 1.2432 0.10
Ref. A-6.0 T
rash Enclosure - steel plate connectors
05 12 23 00 0132 Metal Grinding Up To 1/32" Thickness To Be RemovedIncludes rust or scale removal on metal and smoothing surface.
450 $1,042.65SI
Installation =x x 1,042.65
FactorUnit PriceQuantity Total

0.87 1.2432 964.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - prep and grind metal surfaces for welding 05 12 23 00 0132 Metal Grinding Up To 1/32" Thickness To Be RemovedIncludes rust or scale removal on metal and smoothing surface.
451 $389.37
SI
Installation =x x 389.37
FactorUnit PriceQuantity Total

0.87 1.2432 360.00
Ref. A-6.0 T
rash Enclosure - prep and grind metal surfaces for welding 05 42 13 00 0005 8" - 20 Gauge Steel Joists452 $2,756.92LF Installation =x x 2,756.92
FactorUnit PriceQuantity Total

14.40 1.2432 154.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 22x7 05 52 13 00 0005 1-1/2" Diameter, Schedule 40, One Rail, Up To 42" High, Welded Steel Pipe
Railing
453 $58,733.74LF
Installation =x x 58,733.74
FactorUnit PriceQuantity Total

39.37 1.2432 1,200.00
Ref. A-sheets-1-1/2" Handrails at patio deck, stairs and ramps 05 52 13 00 0005 0082 For
Additional Off Set Handrail, ADA Attachment, Add454 $18,573.41MOD Installation =x x 18,573.41
FactorUnit PriceQuantity Total

12.45 1.2432 1,200.00
05 52 13 00 0005 0086 For Galvanizing, Add455 $1
1,696.03MOD
Installation =x x 11,696.03
FactorUnit PriceQuantity Total

7.84 1.2432 1,200.00
05 52 13 00 0005 0095 For Mounting On Stairs, Add456 $2,936.44MOD Installation =x x 2,936.44
FactorUnit PriceQuantity Total

11.81 1.2432 200.00
05 52 13 00 0005 0098 For Embedded Stainless Steel Post Sleeves (Excludes Core Drilling), Add Per Post
457 $35,537.99
MOD
Installation =x x 35,537.99
FactorUnit PriceQuantity Total

29.47 1.2432 970.00
05 52 13 00 0005 0099 For Custom Design Or Shapes (Square Tops, etc), Add458 $17,775.03MOD
Installation =x x 17,775.02
FactorUnit PriceQuantity Total

14.74 1.2432 970.00
05 52 13 00 0012 2" Diameter, Schedule 40, T
wo Rail, Up To 42" High, Welded Steel Pipe Railing459 $92,031.61LF Installation =x x 92,031.61
FactorUnit PriceQuantity Total

61.69 1.2432 1,200.00
Ref. A-sheets-2" Guardrails at patio deck, stairs and ramps 05 52 13 00 0012 0082 For
Additional Off Set Handrail, ADA Attachment, Add460 $18,573.41MOD Installation =x x 18,573.41
FactorUnit PriceQuantity Total

12.45 1.2432 1,200.00
05 52 13 00 0012 0086 For Galvanizing, Add461 $25,003.24MOD Installation =x x 25,003.24
FactorUnit PriceQuantity Total

16.76 1.2432 1,200.00

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
05 52 13 00 0012 0095 For Mounting On Stairs, Add462 $5,752.91MOD Installation =x x 5,752.91
FactorUnit PriceQuantity Total

18.51 1.2432 250.00
05 52 13 00 0012 0098 For Embedded Stainless Steel Post Sleeves (Excludes Core Drilling), Add Per Post
463 $43,964.52MOD
Installation =x x 43,964.52
FactorUnit PriceQuantity Total

29.47 1.2432 1,200.00
05 52 13 00 0012 0099 For Custom Design Or Shapes (Square Tops, etc), Add464 $38,638.66MOD
Installation =x x 38,638.66
FactorUnit PriceQuantity Total

25.90 1.2432 1,200.00
05 52 13 00 0028 Powder Coated Steel, Wire Mesh Or W elded Wire Mesh, Railing Infill Panel465 $1,596.27SF
Installation =x x 1,596.27
FactorUnit PriceQuantity Total

12.00 1.2432 107.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - double gate wire mesh [4'x6'-8" x 4 = 107 SF] 05 52 13 00 0033 Powder Coated Steel, Perforated Metal, Railing Infill Panel466 $1,565.67SF Installation =x x 1,565.67
FactorUnit PriceQuantity Total

11.77 1.2432 107.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - rear side perforated metal panel [6'8" x 8' x 2 = 107 SF] 05 52 13 00 0034 Galvanized Steel, Perforated Metal, Railing Infill Panel467 $1,618.88SF Installation =x x 1,618.88
FactorUnit PriceQuantity Total

12.17 1.2432 107.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - perforated metal panel screening per detail #C/A-4.1 [16 x 6'-8"]
05 59 69 00 0073 1/4" #18-F Plain Expanded Metal Panel, 1.08 LB/SF468 $1,931.24SF Installation =x x 1,931.24
FactorUnit PriceQuantity Total

13.87 1.2432 1 12.00
Ref. A-4.1 & S-2.6 Long Term Parking Space - 4"x4" square wire-mesh welded to angle door frame per detail #1/A-4.1 [16 x 7]
06 16 33 00 0004 1/2" Thick CDX Plywood Roof DeckingApplied to wood rafters.469 $304.30 SF
Installation =x x 304.30
FactorUnit PriceQuantity Total

1.99 1.2432 123.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 5x3.5x7 07 21 16 00 0005 3-1/2" Thick, Kraft Faced, R-15 Fiberglass Flexible Insulation470 $1,941.33SF Installation =x x 1,941.33
FactorUnit PriceQuantity Total

1.56 1.2432 1,001.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 12x4.5x7x2 + 5x3.5x7x2 07 41 13 00 0004 18 Gauge, Corrugated Or Ribbed, Galvanized Exposed Fastener Metal Roof Panels
471 $7,788.65
SF
Installation =x x 7,788.65
FactorUnit PriceQuantity Total

8.95 1.2432 700.00
Ref. A-6.0 T
rash Enclosure - corrugated or box-rib metal roof [50' x 14' = 700 SF] 07 41 13 00 0004 18 Gauge, Corrugated Or Ribbed, Galvanized Exposed Fastener Metal Roof Panels
472 $1,335.20
SF
Installation =x x 1,335.20
FactorUnit PriceQuantity Total

8.95 1.2432 120.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - corrugated or box-rib metal roofing [18' x 6'-8" = 120 SF]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
07 41 13 00 0005 20 Gauge, Corrugated Or Ribbed, Galvanized Exposed Fastener Metal Roof Panels
473 $1,226.37SF
Installation =x x 1,226.37
FactorUnit PriceQuantity Total

8.02 1.2432 123.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 5x3.5x7 07 41 13 00 0066 Acrylic, Metal Roof Primer, One Coat474 $356.80SF Installation =x x 356.80
FactorUnit PriceQuantity Total

0.41 1.2432 700.00
Ref. A-6.0 T
rash Enclosure - corrugated or box-rib metal roofing [700 SF x 1 primer coat] 07 41 13 00 0066 Acrylic, Metal Roof Primer, One Coat475 $61.17SF Installation =x x 61.17
FactorUnit PriceQuantity Total

0.41 1.2432 120.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - corrugated or box-rib metal roofing [120 SF x 1 primer coat] 07 41 13 00 0067 Acrylic Elastomeric, Surface Or Base Coating For Metal Roofing, One Coat55% solids by volume.
476 $182.00
SF
Installation =x x 182.00
FactorUnit PriceQuantity Total

0.61 1.2432 240.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - corrugated or box-rib metal roofing [120 SF x 2 finish coats = 240 SF]
07 41 13 00 0067 Acrylic Elastomeric, Surface Or Base Coating For Metal Roofing, One Coat55% solids by volume.
477 $1,061.69
SF
Installation =x x 1,061.69
FactorUnit PriceQuantity Total

0.61 1.2432 1,400.00
Ref. A-6.0 T
rash Enclosure - corrugated or box-rib metal roofing [700 SF x 2 finish coats = 1400 SF] 07 46 19 00 0010 20 Gauge, Painted Finish, Box Ribbed Steel Siding Panel478 $2,605.56SF Installation =x x 2,605.56
FactorUnit PriceQuantity Total

8.35 1.2432 251.00
Ref. A-6.0 Trash Enclosure
- corrugated or box-rib metal panel at double swing gate [230 SF] + single door [21 SF]
07 62 13 00 0034 20 Gauge, 0.04" Thick, Galvanized Steel Flashing479 $1,811.34SF Installation =x x 1,811.34
FactorUnit PriceQuantity Total

14.57 1.2432 100.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - corrugated metal roofing flashings 07 62 13 00 0034 20 Gauge, 0.04" Thick, Galvanized Steel Flashing480 $2,318.52SF Installation =x x 2,318.52
FactorUnit PriceQuantity Total

14.57 1.2432 128.00
Ref. A-6.0 T
rash Enclosure - corrugated or box-rib metal roofing flashings 07 62 19 00 0175 >12" To 15" Girth, 24 Gauge, KYNAR 500® Finish, Galvanized Steel Drip Edge481 $913.13LF Installation =x x 913.13
FactorUnit PriceQuantity Total

14.69 1.2432 50.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - corrugated metal roofing drip edge flashings 07 62 19 00 0175 >12" To 15" Girth, 24 Gauge, KYNAR 500® Finish, Galvanized Steel Drip Edge482 $2,337.61LF Installation =x x 2,337.61
FactorUnit PriceQuantity Total

14.69 1.2432 128.00
Ref. A-6.0 T
rash Enclosure - corrugated or box-rib metal roofing flashings 08 13 13 53 0002 2'-2" Or 2'-4" x 6'-9" x 1-3/4", 18 Gauge, Unrated, With Semicircular Head, Hollow Metal Door
483 $19,864.71
EA
Installation =x x 19,864.71
FactorUnit PriceQuantity Total
2,282.67 1.2432 7.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
08 71 1
1 00 0027 4-1/2" x 4-1/2" Heavy Duty, Full Mortise, Plain Bearing, Brass/Bronze, Satin Chrome Finish Hinge
484 $1,835.41PR
Installation =x x 1,835.41
FactorUnit PriceQuantity Total
123.03 1.2432 12.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - double gate heavy duty hinge
[4eax2sidesx3hinges÷2=12pairs]
08 71 11 00 0027 0202 For Pair Of Non-Removable Pins (NRP), Add485 $89.51MOD Installation =x x 89.51
FactorUnit PriceQuantity Total

6.00 1.2432 12.00
08 71 1
1 00 0027 4-1/2" x 4-1/2" Heavy Duty, Full Mortise, Plain Bearing, Brass/Bronze, Satin Chrome Finish Hinge
486 $2,141.31
PR
Installation =x x 2,141.31
FactorUnit PriceQuantity Total
123.03 1.2432 14.00
Ref. A-6.0 Trash Enclosure
- double swing gate heavy duty hinge [4eax2sidesx3hinges÷2 + single door=14pairs]
08 71 11 00 0027 0202 For Pair Of Non-Removable Pins (NRP), Add487 $89.51MOD Installation =x x 89.51
FactorUnit PriceQuantity Total

6.00 1.2432 12.00
08 91 19 00 0002 12" Wide x 12" High Fixed Intake Louver, Galvanized AluminumIncludes bird
screen. Excludes actuator.
488 $5,575.80EA
Installation =x x 5,575.80
FactorUnit PriceQuantity Total
320.36 1.2432 14.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 7x2 09 22 16 13 0012 6" Width, 16" On Center, 20 Gauge, Non Load Bearing, Non Structural, Galvanized Steel Stud Framing With
Tracks And Runners
489 $2,536.75SF
Installation =x x 2,536.75
FactorUnit PriceQuantity Total

5.83 1.2432 350.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each]
09 23 13 00 0024 Perlite Or V
ermiculite Three Coats Gypsum Plaster On Walls490 $3,635.69SF Installation =x x 3,635.69
FactorUnit PriceQuantity Total

6.33 1.2432 462.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 12x5.5x7 09 23 13 00 0026 1 Coat, Brush/Roller Plaster Bonding Agent491 $367.59SF
Installation =x x 367.59
FactorUnit PriceQuantity Total

0.64 1.2432 462.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 12x5.5x7 09 28 13 00 0003 1/2" Cementitious Backer Units For Installation On Floors492 $2,123.04SF Installation =x x 2,123.04
FactorUnit PriceQuantity Total

4.28 1.2432 399.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 10x4.5x7 + 4x3x7 09 28 13 00 0003 0063 For Installation On W
all, Add493 $219.30MOD
Installation =x x 219.30
FactorUnit PriceQuantity Total

0.56 1.2432 315.00
09 28 13 00 0003 0064 For Installation On Ceiling, Add494 $146.20MOD Installation =x x 146.20
FactorUnit PriceQuantity Total

1.40 1.2432 84.00
09 91 13 00 0055 1 Coat Primer, Brush/Roller W
ork, Paint Exterior Drywall/Plaster Walls495 $310.15SF
Installation =x x 310.15
FactorUnit PriceQuantity Total

0.54 1.2432 462.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 12x5.5x7

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
09 91 13 00 0057 2 Coats Paint, Brush/Roller W
ork, Paint Exterior Drywall/Plaster Walls496 $562.87SF
Installation =x x 562.87
FactorUnit PriceQuantity Total

0.98 1.2432 462.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 12x5.5x7 09 91 13 00 0231 1 Coat Primer, Brush/Roller W
ork, Paint Exterior Metal Door Frame And Trim497 $97.12LF Installation =x x 97.12
FactorUnit PriceQuantity Total

0.93 1.2432 84.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 12x7 09 91 13 00 0233 2 Coats Paint, Brush/Roller W
ork, Paint Exterior Metal Door Frame And Trim498 $213.03LF Installation =x x 213.03
FactorUnit PriceQuantity Total

2.04 1.2432 84.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] -
09 91 13 00 0235 1 Coat Primer, Brush/Roller W
ork, Paint Exterior Metal DoorOne face499 $702.28EA
Installation =x x 702.28
FactorUnit PriceQuantity Total

40.35 1.2432 14.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 7x2 09 91 13 00 0237 2 Coat Paint, Brush/Roller W
ork, Paint Exterior Metal DoorOne face500 $1,266.03EA
Installation =x x 1,266.03
FactorUnit PriceQuantity Total

72.74 1.2432 14.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 7x2 09 91 13 00 0306 1 Coat Paint, Brush/Roller W
ork, Paint Metal Roofing501 $662.63SF
Installation =x x 662.63
FactorUnit PriceQuantity Total

0.65 1.2432 820.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats-trash enclosure and bike parking structure metal roof
09 91 13 00 0307 2 Coats Paint, Brush/Roller W
ork, Paint Metal Roofing502 $1,172.34SF
Installation =x x 1,172.34
FactorUnit PriceQuantity Total

1.15 1.2432 820.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats-trash enclosure and bike parking structure metal roof
09 91 13 00 0319 1 Field Coat Primer, Brush/Roller W ork, Paint Structural Steel503 $696.19SF
Installation =x x 696.19
FactorUnit PriceQuantity Total

0.80 1.2432 700.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats-trash enclosure and bike parking structure steel
09 91 13 00 0320 1 Field Coat Paint, Brush/Roller W ork, Paint Structural Steel504 $609.17SF
Installation =x x 609.17
FactorUnit PriceQuantity Total

0.70 1.2432 700.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats-trash enclosure and bike parking structure steel
09 91 13 00 0356 1 Coat Primer, Brush/Roller, Paint W rought Iron Fence505 $19,217.39SF
Installation =x x 19,217.39
FactorUnit PriceQuantity Total

0.59 1.2432 26,200.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats 09 91 13 00 0357 1 Coat, Brush/Roller, Paint W
rought Iron Fence506 $18,240.23SF
Installation =x x 18,240.23
FactorUnit PriceQuantity Total

0.56 1.2432 26,200.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats [8'x1050 + 7'x500 +6'x200 = 13100 x 2 sides]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
09 91 13 00 0358 Each
Additional Coat, Brush/Roller, Paint Wrought Iron Fence507 $13,028.74SF Installation =x x 13,028.74
FactorUnit PriceQuantity Total

0.40 1.2432 26,200.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats 09 91 13 00 0359 1 Coat Primer, Brush/Roller, Paint Picket Fence508 $348.44SF Installation =x x 348.44
FactorUnit PriceQuantity Total

0.77 1.2432 364.00
Ref. A-6.0 T
rash Enclosure - paint metal picket fence [182 SF x 2 sides] 09 91 13 00 0359 1 Coat Primer, Brush/Roller, Paint Picket Fence509 $348.44SF Installation =x x 348.44
FactorUnit PriceQuantity Total

0.77 1.2432 364.00
Paint all exposed metal picket-primer [26'x7'x2]
09 91 13 00 0359 1 Coat Primer, Brush/Roller, Paint Picket Fence510 $25,080.32SF Installation =x x 25,080.32
FactorUnit PriceQuantity Total

0.77 1.2432 26,200.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats 09 91 13 00 0360 1 Coat, Brush/Roller, Paint Picket Fence51 1 $25,080.32SF
Installation =x x 25,080.32
FactorUnit PriceQuantity Total

0.77 1.2432 26,200.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats 09 91 13 00 0360 1 Coat, Brush/Roller, Paint Picket Fence512 $348.44SF Installation =x x 348.44
FactorUnit PriceQuantity Total

0.77 1.2432 364.00
Paint all exposed metal picket-1st finish coat
09 91 13 00 0360 1 Coat, Brush/Roller, Paint Picket Fence513 $348.44SF Installation =x x 348.44
FactorUnit PriceQuantity Total

0.77 1.2432 364.00
Ref. A-6.0 T
rash Enclosure - paint metal picket fence [182 SF x 2 sides] 09 91 13 00 0361 Each Additional Coat, Brush/Roller, Paint Picket Fence514 $248.89SF Installation =x x 248.89
FactorUnit PriceQuantity Total

0.55 1.2432 364.00
Ref. A-6.0 T
rash Enclosure - paint metal picket fence [182 SF x 2 sides] 09 91 13 00 0361 Each Additional Coat, Brush/Roller, Paint Picket Fence515 $17,914.51SF Installation =x x 17,914.51
FactorUnit PriceQuantity Total

0.55 1.2432 26,200.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats 09 91 13 00 0361 Each
Additional Coat, Brush/Roller, Paint Picket Fence516 $248.89SF Installation =x x 248.89
FactorUnit PriceQuantity Total

0.55 1.2432 364.00
Paint all exposed metal picket-2nd finish coat
09 91 13 00 0375 1 Coat
Alkyd Primer, Brush/Roller Work, 1 Rail, Paint Hand Rail And Bracket517 $1,790.21LF Installation =x x 1,790.21
FactorUnit PriceQuantity Total

1.20 1.2432 1,200.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats-handicap handrails 09 91 13 00 0377 2 Coats
Alkyd Enamel, Brush/Roller Work, 1 Rail, Paint Hand Rail And Bracket518 $3,267.13LF Installation =x x 3,267.13
FactorUnit PriceQuantity Total

2.19 1.2432 1,200.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats-handicap handrails

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
09 91 13 00 0381 1 Coat
Alkyd Primer, Brush/Roller Work, 2 Rails, Paint Pipe Rail And Pickets519 $3,490.91LF Installation =x x 3,490.91
FactorUnit PriceQuantity Total

2.34 1.2432 1,200.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats-guardrails 09 91 13 00 0383 2 Coats
Alkyd Enamel, Brush/Roller Work, 2 Rails, Paint Pipe Rail And Pickets520 $6,489.50LF Installation =x x 6,489.50
FactorUnit PriceQuantity Total

4.35 1.2432 1,200.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats-guardrails 09 91 13 00 0484 1 Coat
Alkyd Anticorrosive Metal Primer, Brush/Roller Work, Paint Exterior Miscellaneous Metal Surfaces
521 $2,660.45SF
Installation =x x 2,660.45
FactorUnit PriceQuantity Total

1.07 1.2432 2,000.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats-trash enclosure and bike parking structure metal panel, roof trim & flashings
09 91 13 00 0484 1 Coat
Alkyd Anticorrosive Metal Primer, Brush/Roller Work, Paint Exterior Miscellaneous Metal Surfaces
522 $667.77SF
Installation =x x 667.77
FactorUnit PriceQuantity Total

1.07 1.2432 502.00
Ref. A-6.0 T
rash Enclosure - paint metal panel at double swing gate [251 SF x 2 sides] 09 91 13 00 0484 1 Coat Alkyd Anticorrosive Metal Primer, Brush/Roller Work, Paint Exterior Miscellaneous Metal Surfaces
523 $284.67
SF
Installation =x x 284.67
FactorUnit PriceQuantity Total

1.07 1.2432 214.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - paint metal panel [107 SF x 2 sides] 09 91 13 00 0486 2 Coats Alkyd Enamel, Brush/Roller Work, Paint Exterior Miscellaneous Metal Surfaces
524 $1,241.93
SF
Installation =x x 1,241.93
FactorUnit PriceQuantity Total

1.99 1.2432 502.00
Ref. A-6.0 T
rash Enclosure - paint metal panel at double swing gate [251 SF x 2 sides] 09 91 13 00 0486 2 Coats Alkyd Enamel, Brush/Roller Work, Paint Exterior Miscellaneous Metal Surfaces
525 $4,947.94
SF
Installation =x x 4,947.94
FactorUnit PriceQuantity Total

1.99 1.2432 2,000.00
Ref. A-sheets - paint exposed metals with primer and 2 finish coats-trash enclosure and bike parking structure metal panel, roof trim & flashings
09 91 13 00 0486 2 Coats
Alkyd Enamel, Brush/Roller Work, Paint Exterior Miscellaneous Metal Surfaces
526 $529.43SF
Installation =x x 529.43
FactorUnit PriceQuantity Total

1.99 1.2432 214.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - paint metal panel [107 SF x 2 sides] 09 91 23 00 0067 1 Coat Primer, Brush/Roller Work, Paint Interior Plaster/Drywall Walls527 $338.87SF Installation =x x 338.87
FactorUnit PriceQuantity Total

0.59 1.2432 462.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 12x5.5x7 09 91 23 00 0069 2 Coats Paint, Brush/Roller W
ork, Paint Interior Plaster/Drywall Walls528 $683.49SF
Installation =x x 683.49
FactorUnit PriceQuantity Total

1.19 1.2432 462.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] -

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
09 91 23 00 0161 1 Coat Primer, Brush/Roller W
ork, Paint Interior Drywall/Plaster Ceiling529 $107.04SF Installation =x x 107.04
FactorUnit PriceQuantity Total

0.70 1.2432 123.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] - 5x3.5x7 09 91 23 00 0163 2 Coats Paints, Brush/Roller W
ork, Paint Interior Drywall/Plaster Ceiling530 $194.20SF Installation =x x 194.20
FactorUnit PriceQuantity Total

1.27 1.2432 123.00
Ref. A-3.6-Outdoor telecom equip. enclosure [7 each] -
10 14 29 00 0010 5 T
o 9.9 SF, Illuminated Sign Cabinet, Wall/Ground Mounted531 $30,343.90SF Installation =x x 30,343.90
FactorUnit PriceQuantity Total
221.89 1.2432 1 10.00
Ref. A-1.0 Site Master Plan Site Data Item #42 [THIS IS A PLACEHOLDER ALLOWANCE FOR MONUMENT SIGN AND WILL BE ADJUSTED WITH THE FINAL DESIGN]
11 68 23 13 0016 Back To Back 5-9/16" Galvanized Steel Pole With 6' Extensions, Aluminum Backboards, Double Rim Goals And Nylon Net Double Basketball System (Porter Athletic 00186-230)
532 $6,913.02
EA
Installation =x x 6,913.02
FactorUnit PriceQuantity Total
5,560.67 1.2432 1.00
Ref. A-1.0 Master Site Plan and Detail #12/A-0.3-Basketball hoop and footing 13 34 23 13 0047 42" High x 110
" Long x 52-3/8" Wide Step Section, Aluminum Modular Access Ramp
533 $8,639.67EA
Installation =x x 8,639.67
FactorUnit PriceQuantity Total
3,474.77 1.2432 2.00
for dog kennel modular building access ramp relocation
13 34 23 13 0050 Prepare, Up
To 12' Wide, Single Trailer For TransposrtationIncludes securing interior, mounting tires, and mounting trailer hitch
534 $1,036.53EA
Installation =x x 1,036.53
FactorUnit PriceQuantity Total
833.76 1.2432 1.00
for dog kennel modular building relocation
13 34 23 13 0057 Re-connect 24' Wide Double
TrailerIncludes removal of temporay plastic and
boards, caulking, installtion of flooring, ceiling and roofing seams. Excludes blocking and leveling. See CSI section 13 34 23 13-0060 for blocking and leveling of each section.
535 $9,606.60
EA
Installation =x x 9,606.60
FactorUnit PriceQuantity Total
7,727.32 1.2432 1.00
for dog kennel modular building relocation
13 34 23 31 0002 12' x 12' Pavilion Style Metal Shelter Structure536 $13,040.70EA Installation =x x 13,040.70
FactorUnit PriceQuantity Total
10,489.62 1.2432 1.00
PLACEHOLDER-This CTC task is closest applicable item to capture the cost for the Bus Stop Canopy at First Street Cul-De-Sac listed on
A-1.0 Master Site Plan Site Data Item #25
31 23 16 46 0004 Excavation By Hydraulic Excavator, Backhoe, Loader in Loose Rock To Expose Underground Pipes And Structures
537 $4,664.98
CY
Installation =x x 4,664.98
FactorUnit PriceQuantity Total

15.90 1.2432 236.00
PGP
sheet 11 and sheet 3 Typ. Bldg. Section A-A - exist. 36" VCP protection-Excavation by machine [182' x 7' x 5' ÷ 27 = 236 CY]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
31 23 16 46 0006 Excavation By Hand In Soil
To Expose Underground Pipes And
StructuresIncludes stockpiling excess materials and trimming sides and bottom of trench.
538 $2,309.82CY
Installation =x x 2,309.82
FactorUnit PriceQuantity Total
154.83 1.2432 12.00
PGP
sheet 11 and sheet 3 Typ. Bldg. Section A-A - exist. 36" VCP protection-Excavation by hand labor 5% of 236 CY = 12 CY]
31 23 16 46 0009 Backfilling By Hydraulic Excavator, Backhoe, Loader At Exposed Underground Pipes And Structures
539 $2,945.69
CY
Installation =x x 2,945.69
FactorUnit PriceQuantity Total

10.04 1.2432 236.00
PGP
sheet 11 and sheet 3 Typ. Bldg. Section A-A - exist. 36" VCP protection-Backfill by machine [182' x 7' x 5' ÷ 27 = 236 CY]
31 23 16 46 0012 Compaction of Fill or Subbase by Mechanical Means At Exposed Underground Pipe Or Structures
540 $4,216.09
CY
Installation =x x 4,216.09
FactorUnit PriceQuantity Total

14.37 1.2432 236.00
PGP
sheet 11 and sheet 3 Typ. Bldg. Section A-A - exist. 36" VCP protection-Compaction by machine [182' x 7' x 5' ÷ 27 = 236 CY]
31 23 16 46 0015 Load Excess Material by Machine for Removal from Excavation At Exposed Underground Pipe Or Structures
541 $547.80
CY
Installation =x x 547.80
FactorUnit PriceQuantity Total

6.48 1.2432 68.00
PGP
sheet 11 and sheet 3 Typ. Bldg. Section A-A - exist. 36" VCP protection-move excess dirt within jobsite 31 23 16 46 0018 Spread Excess Or Imported Material On Site By Machine At Exposed Underground Pipe Or Structures
542 $255.30
CY
Installation =x x 255.30
FactorUnit PriceQuantity Total

3.02 1.2432 68.00
PGP
sheet 11 and sheet 3 Typ. Bldg. Section A-A - exist. 36" VCP protection-move excess dirt within jobsite 31 63 36 00 0006 18" Diameter, Up To 24' Depth, Drilled/Augered Hole543 $1,280.56LF Installation =x x 1,280.56
FactorUnit PriceQuantity Total

49.05 1.2432 21.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - footing F1 per detail #2/S-3.2 [6x42"] 31 63 36 00 0006 18" Diameter, Up To 24' Depth, Drilled/Augered Hole544 $1,097.62LF Installation =x x 1,097.62
FactorUnit PriceQuantity Total

49.05 1.2432 18.00
Ref. A-6.0 T
rash Enclosure - gate post footing per detail #2/S-3.2 [5x42"] 31 63 36 00 0009 24" Diameter, Up To 24' Depth, Drilled/Augered Hole545 $589.28LF Installation =x x 589.28
FactorUnit PriceQuantity Total

79.00 1.2432 6.00
Ref. A-1.0 Master Site Plan and Detail #12/A-0.3-Basketball hoop and footing 32 31 13 13 0007 6" Diameter Hole, Auger By Machine Fence Post Hole In Soil546 $204.58VLF Installation =x x 204.58
FactorUnit PriceQuantity Total

14.96 1.2432 1 1.00
Ref. A-1.0 Master Site Plan Site Data Item #24 & Detail #10/A-0.3-short-term bike rack footing [8x2x8"] 32 31 13 13 0011 18" Diameter Hole, Auger By Machine Fence Post Hole In Soil547 $1,841.34VLF Installation =x x 1,841.34
FactorUnit PriceQuantity Total

23.51 1.2432 63.00
Steel pipe bollard footing, ref. detail 2/A-0.3 [21 ea x 3']

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
32 31 13 13 0024 6" Diameter, Concrete Fill For Post Hole548 $180.24VLF Installation =x x 180.24
FactorUnit PriceQuantity Total

13.18 1.2432 1 1.00
Ref. A-1.0 Master Site Plan Site Data Item #24 & Detail #10/A-0.3-short-term bike rack footing [8x2x8"] 32 31 13 13 0028 18" Diameter, Concrete Fill For Post Hole549 $2,698.18VLF Installation =x x 2,698.18
FactorUnit PriceQuantity Total

34.45 1.2432 63.00
Steel pipe bollard footing, ref. detail 2/A-0.3 [21 ea x 3'] 32 31 13 13 0036 4" Diameter, Grout Fill For Post Hole550 $1,346.68VLF Installation =x x 1,346.68
FactorUnit PriceQuantity Total

10.62 1.2432 102.00
Steel pipe bollard filled with concrete, ref. detail 2/A-0.3 32 31 19 00 0003 3' W
rought Iron Fence, Verticals At >2-1/2" To 3" On Center551 $4,284.75LF Installation =x x 4,284.75
FactorUnit PriceQuantity Total

49.95 1.2432 69.00
Ref. A-6.0 T
rash Enclosure - wrought iron fence mounted on top of masonry wall [47+11+11 = 69'] 32 31 19 00 0121 12' Wide x 6' High Steel Tube Double Swing GateIncludes mounting hardware and associated trim.
552 $13,891.22EA
Installation =x x 13,891.22
FactorUnit PriceQuantity Total
2,793.44 1.2432 4.00
Ref. A-6.0 T
rash Enclosure - Double swing gate [4 ea]
32 31 19 00 0127 3' Wide x 7' High Steel Tube Single Swing GateIncludes mounting hardware and associated trim.
553 $1,228.11
EA
Installation =x x 1,228.11
FactorUnit PriceQuantity Total
987.86 1.2432 1.00
Ref. A-6.0 T
rash Enclosure - Single swing gate [1 ea]
32 31 19 00 0136 6' Wide x 7' High Steel Tube Double Swing GateIncludes mounting hardware and associated trim.
554 $9,655.19
EA
Installation =x x 9,655.19
FactorUnit PriceQuantity Total
1,941.60 1.2432 4.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - Double swing gate [4 ea]
32 31 19 00 0136 0125 For Solid Pickets, Add555 $2,127.51MOD Installation =x x 2,127.51
FactorUnit PriceQuantity Total
427.83 1.2432 4.00
32 31 19 00 0136 0127 For
Third Rail, Add556 $679.23MOD
Installation =x x 679.23
FactorUnit PriceQuantity Total
136.59 1.2432 4.00
32 31 19 00 0136 0132 For 1" Square x 14 Gauge Pickets, Add557 $905.70MOD Installation =x x 905.70
FactorUnit PriceQuantity Total
182.13 1.2432 4.00
32 31 29 00 0098 Black Steel Cane Bolt, 18" Bolt Length558 $494.30EA Installation =x x 494.30
FactorUnit PriceQuantity Total

49.70 1.2432 8.00
Ref. A-6.0 T
rash Enclosure - double swing gate cane bolt [4ea x 2 = 8 ea] 32 33 13 00 0012 Anchor Set For Vertical Style Bike RackAnchoring frame to ground.559 $2,198.97PR Installation =x x 2,198.97
FactorUnit PriceQuantity Total
110.55 1.2432 16.00
Ref. A-4.1 & S-2.6 Long
Term Parking Space - Bike rack wall mount anchors [8x2]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
III. PHASE 2: MISCELLANEOUS WORKS
32 33 13 00 0024 1' x 42" High Serpentine Bike Rack, 3 Bikes, Galvanized560 $5,501.1 1EA
Installation =x x 5,501.11
FactorUnit PriceQuantity Total
553.12 1.2432 8.00
Ref. A-1.0 Master Site Plan Site Data Item #24 & Detail #10/A-0.3-short-term bike rack with 3 bikes per rack 32 33 13 00 0066 17' x 42" High Serpentine Bike Rack, 19 Bikes, Stainless Steel561 $6,384.60EA Installation =x x 6,384.60
FactorUnit PriceQuantity Total
5,135.62 1.2432 1.00
Ref. A-1.0 Master Site Plan Site Data Item #24-long-term bike rack 32 33 33 00 001
1 48" Diameter, 24" Height, Circular Precast Concrete Planter562 $5,726.39EA Installation =x x 5,726.39
FactorUnit PriceQuantity Total
1,535.39 1.2432 3.00
Ref. LC-1 - Concrete tree ring bench
32 33 43 13 0156 59" Backed W
ood Or Metal Rod Bench (Landscapeforms Hyde Park)563 $83,563.08EA Installation =x x 83,563.08
FactorUnit PriceQuantity Total
2,922.44 1.2432 23.00
Ref. LC-1 - Outdoor type wood bench by Landscape Forms model Noeliviano Bench 69" Backed or Equal 32 39 13 00 0003 4" Steel Pipe Bollard, Schedule 40, Painted Or Powder Coated564 $8,670.20LF Installation =x x 8,670.20
FactorUnit PriceQuantity Total

55.35 1.2432 126.00
Concrete filled steel pipe bollard, ref. detail 2/A-0.3 & A-1.4 [21 ea x 6'] 32 39 13 00 0003 0267 For Galvanized Steel, Add565 $872.50MOD Installation =x x 872.50
FactorUnit PriceQuantity Total

5.57 1.2432 126.00
32 39 13 00 0003 0276 For Concrete Fill, Add Per LF Of Pipe Bollard566 $1,458.35MOD Installation =x x 1,458.35
FactorUnit PriceQuantity Total

9.31 1.2432 126.00
$1,095,582.64Subtotal for III. PHASE 2: MISCELLANEOUS WORKS IV. PHASE 2 BUILDING: CAFETERIA
11 00 00 00 1001 Furnish and Install Food Service Equipment in Community Building Cafeteria567 $439,431.12LS Installation =x x 439,431.12
FactorUnit PriceQuantity Total
NPP 340,935.00 1.2889 1.00
Task item for Furnish and Install kitchen equipment, this NPP task item excluded washer and dryer at the Laundry room
11 30 13 23 0005 >4 To 5 CF, Top Load Washing Machine568 $13,874.04EA Installation =x x 13,874.04
FactorUnit PriceQuantity Total
1,859.99 1.2432 6.00
Ref. A-2.2-Laundry room washing machine
11 30 13 23 0016 >7 T
o 7.5 CF, Gas Dryer569 $11,574.28EA
Installation =x x 11,574.28
FactorUnit PriceQuantity Total
1,330.01 1.2432 7.00
Ref. A-2.2-Laundry room dryer
22 41 39 00 0040 Washer Box With Supply Lines
And Valve570 $1,518.69EA
Installation =x x 1,518.69
FactorUnit PriceQuantity Total
203.60 1.2432 6.00
Ref. A-2.2-Laundry room washer box
$466,398.13Subtotal for IV. PHASE 2 BUILDING: CAFETERIA

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
IV. PHASE 2 BUILDING: CONCRETE
03 1
1 13 00 0003 Continuous Footings Foundation Wood Formwork571 $181,328.18SF Installation =x x 181,328.18
FactorUnit PriceQuantity Total

6.88 1.2432 21,200.00
Ref. A
& S sheets - Formworks for building foundation-continuous footing [5,300' x 2' x 2 sides] 03 11 13 00 0004 Pile Cap, Pier Or Spread Footings Foundation Wood Formwork572 $92,726.81SF Installation =x x 92,726.81
FactorUnit PriceQuantity Total

8.20 1.2432 9,096.00
Ref. A
& S sheets - Formworks for building foundation spread footings [758 ea x 3' x 4 sides] 03 11 13 00 0007 Below Grade Walls Foundation Wood FormworkExcludes footing573 $83,617.63SF Installation =x x 83,617.63
FactorUnit PriceQuantity Total

11.21 1.2432 6,000.00
Ref. A
& S sheets - Formworks for building foundation-retaining wall and ramp 03 11 13 00 0011 >12" High Slab Edge and Block-Out Wood Formwork574 $61,041.12SF Installation =x x 61,041.12
FactorUnit PriceQuantity Total

9.82 1.2432 5,000.00
Ref. A
& S sheets - formworks for concrete slab thickened perimeter/edges 03 11 13 00 0020 Up To 8' High Above Grade Wall Wood Formwork575 $28,039.13SF Installation =x x 28,039.13
FactorUnit PriceQuantity Total

12.53 1.2432 1,800.00
Ref. A
& S sheets - Formworks for building foundation-stair/steps 03 11 23 00 0002 Cast On Grade Stairway Wood Formwork576 $11,904.88SF Installation =x x 11,904.88
FactorUnit PriceQuantity Total

15.96 1.2432 600.00
Ref. A
& S sheets - Formworks for building foundation-stair/steps 03 15 16 00 0010 1" x 2" Rubberized Asphalt Expansion Joint, Poured, Hot Applied Fuel Resistant
577 $7,956.48LF
Installation =x x 7,956.48
FactorUnit PriceQuantity Total

6.40 1.2432 1,000.00
Ref. A
& S sheets - concrete joint top finish
03 21 11 00 0089 #4, Grade 60, Footings, Steel Reinforcement Bar578 $72,804.28LF Installation =x x 72,804.28
FactorUnit PriceQuantity Total

0.94 1.2432 62,300.00
Ref. A
& S sheets - reinforcement for foundation and footings 03 21 11 00 0090 #5, Grade 60, Footings, Steel Reinforcement Bar579 $21,034.94LF Installation =x x 21,034.94
FactorUnit PriceQuantity Total

1.41 1.2432 12,000.00
Ref. A
& S sheets - reinforcement for spread footings, continuous footings and walls 03 21 11 00 0128 #4, Grade 60, Slab On Grade, Steel Reinforcement Bar580 $18,100.99LF Installation =x x 18,100.99
FactorUnit PriceQuantity Total

0.91 1.2432 16,000.00
Ref. A
& S sheets - reinforcement for concrete slab and ramp and stair 03 31 13 00 0023 Concrete Pump, Place 3,000 PSI Concrete Spread FootingsExcludes pumping equipment.
581 $256,099.20
CY
Installation =x x 256,099.20
FactorUnit PriceQuantity Total
257.50 1.2432 800.00
Ref. A
& S sheets - Structural concrete for building foundation and footing [F1=177x2.5x2.5x1.5 + F2=581x3x3x1.5 + Cont. Footing=3563x1x1.5 = 550 CY] plus misc. footings, stem wall, pads and crawl space concrete [250 CY]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
IV. PHASE 2 BUILDING: CONCRETE
03 31 13 00 0035 Up
To 6", By Direct Chute, Place 3,000 PSI Concrete Slab On Grade582 $20,545.62CY Installation =x x 20,545.62
FactorUnit PriceQuantity Total
206.58 1.2432 80.00
Ref. A
& S sheets - concrete ramps and stairs
03 31 13 00 0037 Up To 6", By Concrete Pump, Place 3,000 PSI Concrete Slab On GradeExcludes pumping equipment.
583 $26,631.83CY
Installation =x x 26,631.83
FactorUnit PriceQuantity Total
214.22 1.2432 100.00
Ref. A
& S sheets - Community building areas concrete slab
03 35 13 00 0007 Concrete Floor Finishes, Machine584 $8,702.40SF Installation =x x 8,702.40
FactorUnit PriceQuantity Total

1.40 1.2432 5,000.00
Ref. A
& S sheets - Community building areas concrete slab
03 37 16 00 0004 90' To 100' Boom Truck For Concrete Placement (117 CY Per Hour Rating)585 $22,337.82HR Installation =x x 22,337.82
FactorUnit PriceQuantity Total
224.60 1.2432 80.00
Ref. A
& S sheets - boom truck pump for pouring concrete slab multiple site visits for concrete boom truck 03 37 16 00 0010 35 CY/HR, 66 HP Trailer Mounted Concrete PumpIncludes hoses586 $39,238.50HR Installation =x x 39,238.50
FactorUnit PriceQuantity Total
126.25 1.2432 250.00
Ref. A
& S sheets - trailer mounted pump for pouring concrete footings multiple site visits for concrete pump 05 12 23 00 0011 Up To 10 LB/LF Rolled Shape Steel Angles587 $14,168.13TON Installation =x x 14,168.13
FactorUnit PriceQuantity Total
11,396.50 1.2432 1.00
Ref. A
& S sheets - crawl space metal cover angle frame
05 12 23 00 0011 0002 For Hot Dip Galvanizing, Add588 $2,677.87MOD Installation =x x 2,677.87
FactorUnit PriceQuantity Total
2,154.01 1.2432 1.00
05 12 23 00 0090 Structural Shapes, Steel Plate
A36 Structural SteelUp to 21.5 LB per SF589 $22,374.36TON Installation =x x 22,374.36
FactorUnit PriceQuantity Total
5,999.13 1.2432 3.00
Ref. A
& S sheets - miscellaneous metal embeds to concrete foundation per details on A-3.3 & A-3.4 05 12 23 00 0090 0002 For Hot Dip Galvanizing, Add590 $4,850.57MOD Installation =x x 4,850.57
FactorUnit PriceQuantity Total
1,300.56 1.2432 3.00
05 54 00 00 0006 1/4" Steel Raised Or Diamond Pattern Floor Plates591 $5,914.85SF Installation =x x 5,914.85
FactorUnit PriceQuantity Total

33.04 1.2432 144.00
Ref. A
& S sheets - crawl space metal cover [36 each x 2'x2'] 31 23 16 36 0003 Excavation For Building Foundations And Other Structures By Skid-Steer Loader In Soil
592 $11,801.70
CY
Installation =x x 11,801.70
FactorUnit PriceQuantity Total

8.63 1.2432 1,100.00
Ref. A
& S sheets - Earthworks for building concrete footings and slab sub-grade and pad [excavation, backfill, & compaction]
31 23 16 36 0009 Excavation For Building Foundations And Other Structures By Hand in Soil593 $11,394.72CY Installation =x x 11,394.72
FactorUnit PriceQuantity Total
123.86 1.2432 74.00
Ref. A
& S sheets - areas not accessible to heavy equipment, edges trimming and sloping

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
IV. PHASE 2 BUILDING: CONCRETE
31 23 16 36 0012 Relocating On Site Excavated Material From Excavation For Building Foundations and Other Structures >100' to 300'
594 $7,083.75CY
Installation =x x 7,083.75
FactorUnit PriceQuantity Total

5.18 1.2432 1,100.00
Ref. A
& S sheets - concrete footings and slab sub-grade and pad 31 23 16 36 0018 Backfilling Around Building Foundations And Other Structures By Hydraulic Excavator, Backhoe, Loader
595 $7,097.43
CY
Installation =x x 7,097.43
FactorUnit PriceQuantity Total

5.19 1.2432 1,100.00
Ref. A
& S sheets - concrete footings and slab sub-grade and pad 31 23 16 36 0019 Backfilling Around Building Foundations And Other Structures By Hand596 $5,426.89CY Installation =x x 5,426.89
FactorUnit PriceQuantity Total

58.99 1.2432 74.00
Ref. A
& S sheets - not accessible to heavy equipment, edges trimming and sloping 31 23 16 36 0021 Compaction Of Fill Or Subbase For Building Foundations and Other Structures by Vibratory Plate, Air Tamper, Etcetera
597 $15,589.73
CY
Installation =x x 15,589.73
FactorUnit PriceQuantity Total

11.40 1.2432 1,100.00
Ref. A
& S sheets - concrete footings and slab sub-grade and pad 31 23 16 36 0022 Compaction Of Fill Or Subbase For Building Foundations and Other Structures by Hand
598 $3,570.40
CY
Installation =x x 3,570.40
FactorUnit PriceQuantity Total

38.81 1.2432 74.00
Ref. A
& S sheets - areas not accessible to heavy equipment, edges trimming and sloping 31 23 16 36 0024 Rough Grading For Building Foundations And Other Structures by Machine599 $3,066.25SY Installation =x x 3,066.25
FactorUnit PriceQuantity Total

1.11 1.2432 2,222.00
Ref. A
& S sheets - concrete footings and slab sub-grade and pad 31 23 16 36 0025 Finish Grading For Building Foundations And Other Structures by Machine600 $4,944.68SY Installation =x x 4,944.68
FactorUnit PriceQuantity Total

1.79 1.2432 2,222.00
Ref. A
& S sheets - concrete footings and slab sub-grade and pad 31 23 16 36 0026 Finish Grading For Building Foundations And Other Structures by Hand601 $3,165.61SY Installation =x x 3,165.61
FactorUnit PriceQuantity Total

11.47 1.2432 222.00
Ref. A
& S sheets - areas not accessible to heavy equipment, edges trimming and sloping 31 23 16 36 0028 Load Excess Material For Removal From Excavation For Building Foundations and Other Structures by Machine
602 $6,587.97
CY
Installation =x x 6,587.97
FactorUnit PriceQuantity Total

5.76 1.2432 920.00
Ref. A
& S sheets - excess soils from concrete footings and slab sub-grade and pad [550 +370] 31 23 16 36 0029 Load Excess Material For Removal From Excavation For Building Foundations and Other Structures by Hand
603 $5,194.31
CY
Installation =x x 5,194.31
FactorUnit PriceQuantity Total

90.83 1.2432 46.00
Ref. A
& S sheets - excess soils from concrete footings and slab sub-grade and pad [5% of total qty.] $1,087,019.03Subtotal for IV. PHASE 2 BUILDING: CONCRETE IV. PHASE 2 BUILDING: MASONRY

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
IV. PHASE 2 BUILDING: MASONRY
04 05 13 26 0006 Type S Masonry Cement 1/2:1:4 Mix604 $25,629.70CF Installation =x x 25,629.70
FactorUnit PriceQuantity Total

7.73 1.2432 2,667.00
Ref. A
& S sheets - Modular building foundation masonry stem walls 04 05 16 26 0009 Grout Concrete Block Cores- 8" Block, Grout Fill Block Solid (0.258 CF/SF)605 $98,013.89SF Installation =x x 98,013.89
FactorUnit PriceQuantity Total

6.57 1.2432 12,000.00
Ref. A
& S sheets - Modular building foundation masonry stem walls full grout 04 05 19 26 0015 #4, Grade 40, Vertical Placed, Steel Masonry Reinforcement Bar606 $33,218.30LF Installation =x x 33,218.30
FactorUnit PriceQuantity Total

1.67 1.2432 16,000.00
Ref. A
& S sheets - Modular building foundation masonry stem walls reinf. bars 04 22 23 13 0025 8" x 8" x 16", Solid, Normal Weight, Concrete Block607 $184,988.16SF Installation =x x 184,988.16
FactorUnit PriceQuantity Total

12.40 1.2432 12,000.00
Ref. A
& S sheets - Modular building foundation masonry stem walls $341,850.05Subtotal for IV. PHASE 2 BUILDING: MASONRY
IV. PHASE 2 BUILDING: WATERPROOFING, SEALANT, FILTER & DRAIN 01 22 23 00 0278 700 LB Capacity, 36" Wide, Skid-Steer Loader With Full-T ime Operator608 $24,475.36MO
Installation =x x 24,475.36
FactorUnit PriceQuantity Total
19,687.39 1.2432 1.00
Equipment for trenching, placing gravel and backfill for building retaining wall waterproofing and perforated PVC drain including hauling and moving gravel and dirt from/to stockpile area 01 22 23 00 0407 2,000 LB Mini-Excavator With Full-T ime Operator609 $23,916.01MO
Installation =x x 23,916.01
FactorUnit PriceQuantity Total
19,237.46 1.2432 1.00
Equipment for trenching, placing gravel and backfill for building retaining wall waterproofing and perforated PVC drain including hauling and moving gravel and dirt from/to stockpile area 01 74 19 00 0040 Hauling On Paved Roads, First 15 Miles610 $3,053.80 CYM
Installation =x x 3,053.80
FactorUnit PriceQuantity Total

0.89 1.2432 2,760.00
184 CY
of loose rock delivery from West Coast Sand and Gravel plant locations at Lucerne Valley and Lancaster with average of 40 miles to job site = [40 mi less 15 mi included in task item 31051600-003 = 25 miles [This item include first 15 mi x 184 CY = 2,760 CYM 01 74 19 00 0041 Hauling On Paved Roads, Miles Over Initial 15 Miles611 $1,372.49 CYM
Installation =x x 1,372.49
FactorUnit PriceQuantity Total

0.60 1.2432 1,840.00
184 CY
of loose rock delivery from West Coast Sand and Gravel plant locations with average of 40 miles to job site = [40 mi less 30 mi included in task item 31051600-003 & 01 74 19 00-0040 = this item 10 mi x 184 CY = 1840 CYM]
07 13 53 00 0002 215 Mil Rubberized Asphalt Membrane Sheet, Vertical Surface612 $193,286.52 SF
Installation =x x 193,286.52
FactorUnit PriceQuantity Total

6.91 1.2432 22,500.00
PGP
sheet 3 Typ. Building Section A-A & Retaining Wall details - Waterproof membrane "MiraDRI 860" with measurement as follows: CMU Wall & Conc. Footing Surfaces = 4500'x5' = 22,500 SF

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
IV. PHASE 2 BUILDING: WATERPROOFING, SEALANT, FILTER & DRAIN 07 91 23 00 0008 1" Polyethylene Or Polyurethane Backer Rod613 $19,244.74LF Installation =x x 19,244.74
FactorUnit PriceQuantity Total

2.58 1.2432 6,000.00
PGP
sheet 3 Typ. Building Section A-A & Retaining Wall details - Waterproof membrane "MiraDRI 860" with measurement as follows: CMU Wall & Conc. Footing Surfaces = 4500'x5' = 22,500 SF 07 92 13 00 0047 3/4" x 1" Joint, Polyurethane Sealant And Caulking614 $5,019.59CLF Installation =x x 5,019.59
FactorUnit PriceQuantity Total
672.94 1.2432 6.00
31 05 16 00 0003 #3 Stone
Aggregate Fill (1" To 2" Clean)615 $10,437.81CY
Installation =x x 10,437.81
FactorUnit PriceQuantity Total

45.63 1.2432 184.00
PGP
sheet 3 Typ. Building Section A-A & Retaining Wall details - 1/2" to 1" Gravel Material [CMU = 4500x6"x12" + Footing = 4500x6"x12", Total = 4500 CF ÷ 27 = 167 CY plus 10% compacted = 184 CY: Task Item
Description-Aggregate (Loose, Purchased Material) Includes delivery up to 15 miles from the closest approved source, loading and dumping. Excludes spreading or backfilling. See CSI section 01 74 19 00-0039 for hauling greater than 15 miles.
31 32 19 16 0010 16 Ounce/SY, 175 Mil, 425 LB Grab Tensile Nonwoven Polypropylene Geotextile Fabric
616 $20,512.80
SY
Installation =x x 20,512.80
FactorUnit PriceQuantity Total

5.50 1.2432 3,000.00
PGP
sheet 3 Typ. Building Section A-A & Retaining Wall details - Nonwoven geotextile fabrics Mirafi 1120N [4500' x 6' ÷ 9 = 3000 SY]
31 32 19 16 0010 16 Ounce/SY, 175 Mil, 425 LB Grab Tensile Nonwoven Polypropylene Geotextile Fabric
617 $20,512.80
SY
Installation =x x 20,512.80
FactorUnit PriceQuantity Total

5.50 1.2432 3,000.00
PGP
sheet 3 Typ. Building Section A-A & Retaining Wall details - Nonwoven geotextile fabrics Mirafi 1120N with envelope measurement as follows: CMU Wall = 4500'x3' + Concrete Footing = 4500'x3', total of 27,000 SF ÷ 9 = 3,000 SY
33 41 16 13 0044 4" Perforated Polyvinyl Chloride (PVC) Drainage Piping618 $56,913.70 LF
Installation =x x 56,913.70
FactorUnit PriceQuantity Total

7.63 1.2432 6,000.00
PGP
sheet 3 Typ. Building Section A-A & Retaining Wall details - 4" perforated drain pipe approx. 6,000 LF for all buildings
$378,745.62Subtotal for IV. PHASE 2 BUILDING: WATERPROOFING, SEALANT,

FILTER & DRAIN
IV. PHASE 2 BUILDING: WOOD DECKING
05 12 23 00 0091 Structural Shapes, Primed Pipe Supports (Up To 20 LB/LF)619 $25,883.42LB
Installation =x x 25,883.42
FactorUnit PriceQuantity Total

3.47 1.2432 6,000.00
Ref. A
& S sheets - miscellaneous metal supports for patio wood deck joist and framing 06 05 23 00 0005 3/4" Diameter x 12" Long, Threaded Anchor Bolt620 $33,918.87EA Installation =x x 33,918.87
FactorUnit PriceQuantity Total

37.07 1.2432 736.00
Ref. A
& S sheets - Shelters porch wood decking framing hardware [16 ea x 46 units = 736 ea] 06 05 23 00 0012 14" High x 2-1/2" Wide x 2-1/2" Deep, 7 Gauge, Hold Downs (Simpson Strong Tie® HD9B)
621 $81,974.42EA
Installation =x x 81,974.42
FactorUnit PriceQuantity Total

89.59 1.2432 736.00
Ref. A
& S sheets - Shelters porch wood decking framing hardware [16 ea x 46 units = 736 ea]

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
IV. PHASE 2 BUILDING: WOOD DECKING
06 05 23 00 0021 14 Gauge Joist Hanger, For 4" x 10"-4" x 14" Joist, Also Acceptable For Beam
Hangers
622 $9,424.45EA
Installation =x x 9,424.45
FactorUnit PriceQuantity Total

10.30 1.2432 736.00
Ref. A
& S sheets - Shelters porch wood decking framing hardware [16 ea x 46 units = 736 ea] 06 05 23 00 0032 16 Gauge Post Framing With 4" x 4" Base623 $5,961.19EA Installation =x x 5,961.19
FactorUnit PriceQuantity Total

13.03 1.2432 368.00
Ref. A
& S sheets - Shelters porch wood decking framing hardware [8 ea x 46 units = 368 ea] 06 05 23 00 0033 16 Gauge Post Framing With 4" x 4" Cap624 $4,904.37EA Installation =x x 4,904.37
FactorUnit PriceQuantity Total

10.72 1.2432 368.00
Ref. A
& S sheets - Shelters porch wood decking framing hardware [8 ea x 46 units = 368 ea] 06 05 23 00 0079 1/2" Diameter x 12" Length, Hot Dipped Galvanized Steel, Low Carbon/Grade 2, Carriage Bolt
625 $59,632.72EA
Installation =x x 59,632.72
FactorUnit PriceQuantity Total

28.62 1.2432 1,676.00
Ref. A
& S sheets - Shelters porch wood decking framing hardware 06 15 13 00 0010 5/4" x 6" Pressure Treated Decking, 2" x 10" Pressure Treated Joists 16" On Center, Wood Deck System
626 $507,822.34
SF
Installation =x x 507,822.34
FactorUnit PriceQuantity Total

35.52 1.2432 1 1,500.00
Ref. A & S sheets - Shelters porch pressure treated wood deck joist framing 06 51 13 00 0041 1" x 6", Tongue And Grooved, Other Shapes, Recycled Plastic Lumber627 $183,856.85LF Installation =x x 183,856.85
FactorUnit PriceQuantity Total

6.43 1.2432 23,000.00
Ref. A
& S sheets - Shelters porch wood decking 1" x 6" composite wood manufactured by Trex-Line:

Enhance; Color: Rocky Harbor [11,500 SF ÷ 6"/12 = 23,000 LF] 06 51 13 00 0041 0099 For Reinforced Structural Plastic Lumber, AddHigh density polyethylene combined with fiberglass.
628 $55,185.65
MOD
Installation =x x 55,185.65
FactorUnit PriceQuantity Total

1.93 1.2432 23,000.00
06 51 13 00 0041 0102 For
All Other Colors (Except Black, Brown Or White), Add629 $53,755.97MOD Installation =x x 53,755.97
FactorUnit PriceQuantity Total

1.88 1.2432 23,000.00
$1,022,320.25Subtotal for IV. PHASE 2 BUILDING: WOOD DECKING V. PHASE 2-CONNECT HOMES MODULAR BUILDINGS
13 00 00 00 0012 NPP ALLOWANCE for the Installation of Connect Homes Modular Shelters and Community Buildings and Urban Bloc Modular Bathrooms/Showers 630 $3,866,700.00LS
Installation =x x 3,866,700.00
FactorUnit PriceQuantity Total
NPP 3,000,000.00 1.2889 1.00
NPP ALLOWANCE SCOPE INCLUDE THE FOLLOWING: Wet and Dry Utilities , Fire Alarm, Fire Sprinkler, Plumbing, Mechanical HVAC, Electrical connections and associated works for complete install from PHASE 1 POC to CH Modular Buildings, Modular Buildings pick up from factory or Southern California Logistics Airport , delivery and transportation to site, installation and complete assembly to site, Modular Community Buildings interior floor, wall and ceiling finishes not installed in the factory, exterior finishes such as sidings, roofing, awnings, sheet metals and painting, Movable Partition and Accordion Door, Cabinets $3,866,700.00Subtotal for V. PHASE 2-CONNECT HOMES MODULAR BUILDINGS

Contractor's Price Proposal - Detail Continues..

Work Order Title:

Work Order Number: 107752.00
Victorville W
ellness Center, phase 2
Proposal Total
This total represents the correct total for the proposal. Any discrepancy between line totals, sub-totals and the proposal total is due to rounding.
$15,427,974.88
The Percentage of NPP on this Proposal: 32.72%

107752.00
Victorville Wellness Center, phase 2Title
Job Order Re:

Date: 8/9/2022
Contractor's Non-Prepriced Worksheet

1.00 3,000,000.00 X Install Quantity: = Install Total: $3,000,000.00Install Price:

NPP ALLOWANCE for the Installation of Connect Homes Modular Shelters and Community Buildings and Urban Bloc Modular Bathrooms/Showers LS13 00 00 00 0012

ITEMSECTION UOM DESCRIPTION
Factor:X
Line Item Total:=

1.2889
$3,866,700.00
For Work Performed with the Contractor's Own Forces:

A.

B.

C.

Direct Labor Costs through Foreman Level
(Current Prevailing W age Rate + Published Fringe Benefits) Direct Material Costs (Supported by 3 Quotes)*
Direct Equipment Costs (For Equipment NOT in the CTC)
Total Cost for Self-perform NPP Work Task =
(A+B+C) x Non-Prepriced Work Task Adjustment Factor
*Material Cost Quotes
(Attach quotes from listed suppliers/subcontractors. A Justification Letter must be attached if 3 quotes are not furnished.)

1. 2.
$
$

3. $
H.

For Work Performed By Subcontractors:

G. Subcontractor Costs**
(Supported by Quotes) (This Should be the Price Entered into PROGEN) I. Total Price for NPP Items being Performed by Subcontractors = G x H Contractor's Non Pre-Priced Adjustment Factor 1.2889
**Subcontractor Cost Quotes
Convert to Unit Price
(Attach quotes from listed suppliers/subcontractors. A Justification Letter must be attached if 3 quotes are not furnished.)

1. $3.
$
$

2. Non-Prepriced Worksheet
Breakdown of NPP Allowance for Modular
 Trucking Deliver 1 & Delivery 2:                      $890,000  Site Installation 78 Pieces:                              $130,0 00  Communal Buildings finishes allowance:        $288,000  Operable Partitions:                                           $ 67,000  Fire Sprinklers:                                                   $305,000  Plumbing:                                                          $300,000  HVAC:                                                                 $271,000  Electrical:                                                          $624,000  Fire Alarm:                                                        $125,000 ============================================================== Total:                                                                        $3,000,000 107752.00
Victorville Wellness Center, phase 2Title
Job Order Re:

Date: 8/9/2022
Contractor's Non-Prepriced Worksheet

1.00 575,388.28 X Install Quantity: = Install Total: $575,388.28Install Price:

Furnish and Install Lift Station and Grease InterceptorLS33 00 00 00 1004

ITEMSECTION UOM DESCRIPTION
Factor:X
Line Item Total:=

1.2889
$741,617.95
For Work Performed with the Contractor's Own Forces:

A.

B.

C.

Direct Labor Costs through Foreman Level
(Current Prevailing W age Rate + Published Fringe Benefits) Direct Material Costs (Supported by 3 Quotes)*
Direct Equipment Costs (For Equipment NOT in the CTC)
Total Cost for Self-perform NPP Work Task =
(A+B+C) x Non-Prepriced Work Task Adjustment Factor
*Material Cost Quotes
(Attach quotes from listed suppliers/subcontractors. A Justification Letter must be attached if 3 quotes are not furnished.)

1. 2.
$
$

3. $
H.

For Work Performed By Subcontractors:

G. Subcontractor Costs**
(Supported by Quotes) (This Should be the Price Entered into PROGEN) I. Total Price for NPP Items being Performed by Subcontractors = G x H Contractor's Non Pre-Priced Adjustment Factor 1.2889
**Subcontractor Cost Quotes
Convert to Unit Price
(Attach quotes from listed suppliers/subcontractors. A Justification Letter must be attached if 3 quotes are not furnished.)

1. $3.
$
$

2. Non-Prepriced Worksheet
License # 986739
DIR Registration# 1000006137
July 28, 2022 Proposal #1459R7 LIFT STATION
Re: Victorville Wellness Center SEWER LIFT STATION & Grease Interceptor Kerns Inc. A California Corporation is pleased to propose the following: SEWER LIFT STATION. Price Includes:

Excavation, Installation & Compaction of items stated below. Price only includes items shown on plans, any change in material or quantity of material will be an extra charge. Anything not included on this proposal is excluded. This quote is based on performing the described work below up to 5 Feet of Buildings. Per the Plans, Specs and Addendums as provided. Prevailing wages and DIR requirements have been accounted for on this proposal.

THIS PROPOSAL ALONG WITH THE EXCLUSIONS ARE TO BE PART OF THE AGREEMENT WHETHER OR NOT THEY ARE ATTACHED TO THE CONTRACT, KERNS PROPOSAL WILL TAKE 1sr ORDER OF PRECEDENCE IN ANY CONFLICTS. PROPOSAL IS BASED ON THE FOLLOWING PLAN PAGES: 30% DESIGN SUBMITTAL ONLY. ALL OTHER PAGES ARE EXCLUDED.

Mobilization:

Lift Station:
• Lift Station Material Not to exceed $341,000.00 including Tax (Per Jay Kwon with ACI) • Crane
• Miscellaneous Materials
• Testing
• Dewatering Not to exceed $60,00.00 (Per Jay Kwon with ACl) • Shoring
• Testing
• (1) Grease Interceptor
Exclusions:
• All Fees & Permits Associated
• All Survey
• Cut and Cap
• All Camera and/or Video
• Removal or Demo of Existing Material
Lump Sum Total:
• All Bonds (If bond is required, add 1.5% to lump sum price) • All Compaction Tests
• No Import or Export of Material
• All Undisclosed Obstructions
• · No Rock Removal
$566,885.00
• All Damage Caused by Other Trades (Repairs will be back charged to responsible party) • No Asphalt Restoration
• No Concrete Restoration
• No Removal of Spoils
• Any Concrete Around Clean-Outs, Manholes, and/or Catch Basins • Any Concrete Site Work
• This Price Includes 1 Move-In Only, Each Additional Move-In Will Be $10,000.00 per • No Final Connections to Buildings
• No Electrical
• No Engineered Traffic Control Plans
• All Additional Plans to be Provided for City/Fire Department or Other Approvals • No Removal or Disposal of Hazardous or Asbestos Pipe or Materials • All BIM, 30 As-Builts, or CAD Requirements
• All Pricing Based on Unapproved Plans is Subject to Change Upon Receipt of Approved Documents. • All Encasements
•
17560 Catalpa St., Hesperia, CA 92345; Phone 760-949-8800, Fax 760-949-8810; Email: [email protected]; Website: www.kernscon.com
Original

107752.00
Victorville Wellness Center, phase 2Title
Job Order Re:

Date: 8/9/2022
Contractor's Non-Prepriced Worksheet

1.00 340,935.00 X Install Quantity: = Install Total: $340,935.00Install Price:

Furnish and Install Food Service Equipment in Community Building Cafeteria
LS11 00 00 00 1001

ITEMSECTION UOM DESCRIPTION
Factor:X
Line Item Total:=

1.2889
$439,431.12
For Work Performed with the Contractor's Own Forces:

A.

B.

C.

Direct Labor Costs through Foreman Level
(Current Prevailing W age Rate + Published Fringe Benefits) Direct Material Costs (Supported by 3 Quotes)*
Direct Equipment Costs (For Equipment NOT in the CTC)
Total Cost for Self-perform NPP Work Task =
(A+B+C) x Non-Prepriced Work Task Adjustment Factor
*Material Cost Quotes
(Attach quotes from listed suppliers/subcontractors. A Justification Letter must be attached if 3 quotes are not furnished.)

1. 2.
$
$

3. $
H.

For Work Performed By Subcontractors:

G. Subcontractor Costs**
(Supported by Quotes) (This Should be the Price Entered into PROGEN) I. Total Price for NPP Items being Performed by Subcontractors = G x H Contractor's Non Pre-Priced Adjustment Factor 1.2889
**Subcontractor Cost Quotes
Convert to Unit Price
(Attach quotes from listed suppliers/subcontractors. A Justification Letter must be attached if 3 quotes are not furnished.)

1. $3.
$
$

2. Non-Prepriced Worksheet

EXHIBIT A

\\COVCHUSERS\MYDOCUMENTS2$\SLONGORIA\DESKTOP\AGENDA ITEMS\WELLNESS CENTER PHASE II\905.5-EXHIBIT A ADDITION OF CITY CONTRACT TERMS TO PHASE 2 WORK ORDER (ACI) 08.10.22 CLN.DOCX City of Victorville Amendment to Work Order No. 107752.00

In this Exhibit A, the City of Victorville (“ City”) and Angeles Contractor, Inc. (“ Contractor”) are sometimes hereinafter individually referred to as a “ Party” and collectively referred to as the “Parties.” Work Order No. 107752.00 to which this Exhibit A is attached and made part, is referred to hereinafter as “this Work Order” or “the Work Order”. “Project” means the Victorville Wellness Center.

This Exhibit A shall supplement the Work Order and the Contract Documents (as that term is defined in Section I.D of the General Terms and Conditions of the Sourcewell ezIQC Contract No CA-R8-GB06-123021-ACI), and the provisions of this Exhibit A shall control in the event of a conflict, but will not supplant the provisions of Exhibit B.

Part I

Section 1. PAYMENT OF PREVAILING WAGE; DIR REGISTRATION; PENALTIES

a. Compliance with State Prevailing Wage Requirements. The Work called for in this Work Order must be carried out in compliance with State of California prevailing wage laws, California Labor Code Sections 1720 through 1861, together with all other applicable State and federal labor laws and requirements specified in the Contract Documents and in this Exhibit A.

b. State Prevailing Wages. Pursuant to Labor Code Section 1773, the City has obtained the general prevailing rate of per diem wages and the general prevailing wage rate for holiday and overtime work applicable in San Bernardino County from the Director of the Department of Industrial Relations (DIR) for each craft, classification, or type of worker needed to perform the Work required under this Work Order. A copy of these prevailing wage rates are on file at the City’s Finance Department/Purchasing Division and shall be made available for review to any interested party on request. In addition, a copy of the general prevailing rate of per diem wages may be obtained via the internet at:
http://www.dir.ca.gov/DLSR/PWD. Contractor and all
Subcontractors shall pay not less than said specified State of California rates to all workers employed by them in the execution of the Work contemplated by this Work Order, including workers performing Work covered by Labor Code Sections 1720 through 1720.9. Contractor shall be responsible for using the correct and current prevailing wage rates and performing accordingly.

An error on the part of any awarding body does not relieve the Contractor from the responsibility for payment of the correct State prevailing wage.

c. Conflict. It is further expressly agreed by and between the Parties hereto that should there be any conflict between the terms of this Section 1 and the provisions of Contractor’s Proposal Price Detail attached to the Work Order, the terms of this Section 1 shall control and nothing herein shall be considered as an acceptance of the terms of Contractor’s Proposal conflicting with the requirements of this Section 1.

d. Federal Wages. Although the Project and this Work Order are being is being funded in whole in part with funds from state and federal grants, the federally assisted grants do not require compliance with the prevailing wage requirements of the Davis-Bacon Act.

e. Payroll Records. Contractor must comply with the provisions of Labor Code sections 1776 and 1812 and all implementing regulations, including without limitation, those set forth in Title

EXHIBIT A

\\COVCHUSERS\MYDOCUMENTS2$\SLONGORIA\DESKTOP\AGENDA ITEMS\WELLNESS CENTER PHASE II\905.5-EXHIBIT A ADDITION OF CITY CONTRACT TERMS TO PHASE 2 WORK ORDER (ACI) 08.10.22 CLN.DOCX 8 of the California Code of Regulations, Section 16000 et seq. (hereinafter the “Regulations”), which are fully incorporated by this reference, including requirements for electronic submission of payroll records to the DIR.

(1) Contractor and Subcontractor Obligations. Contractor and each Subcontractor must keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed in connection with the Work. Each payroll record must contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following:

i. The information contained in the payroll record is true and correct; and

ii. Contractor or the Subcontractor has complied with the requirements of Labor Code §§ 1771, 1811, and 1815 for any Work performed by its employees on the Project.

(2) Certified Record. A certified copy of an employee’s payroll record must be made available for inspection or furnished to the employee or his or her authorized representative on request, to City, to the Division of Labor Standards Enforcement, to the Division of Apprenticeship Standards of the DIR, and as further required by the Labor Code.

(3) Enforcement. Upon notice of noncompliance with Labor Code § 1776, Contractor or Subcontractor has ten days in which to comply with the requirements of this section. If Contractor or Subcontractor fails to do so within the ten- day period, Contractor or Subcontractor will forfeit a penalty of $100.00 per day, or portion a day, for each worker for whom compliance is required, until strict compliance is achieved. Upon request by the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement, these penalties will be withheld from payments then due to Contractor.

f. Apprentices. Contractor shall comply with all applicable provisions of Labor Code Sections 1775.5 and 1777.6 relating to employment of apprentices on public works projects. Prior to commencing any Work hereunder, Contractor shall submit contract award information to an applicable apprenticeship program that can supply apprentices to the site of the Project. Pursuant to Labor Code Section 1776, Contractor and its subcontractor(s) shall provide and keep accurate payroll records, which shall be available for inspection by the Division of Labor Standards Enforcement of the DIR.

g. Notices. Pursuant to Labor Code section 1771.4, Contractor is required to post all Job Site notices, including prevailing wage rates and other notices as required by regulation.

h. Other Labor Requirements. Contractor has the responsibility for and shall comply with all other requirements of California Labor Code Section 1720 et seq., the Regulations., and all other applicable State and federal labor laws. Contractor further acknowledges and agrees that it will be independently responsible for reviewing the applicable laws and regulations and effectuating compliance with those laws. Contractor will require the same of all its Subcontractors.

i. Statutory Penalties. The statutory penalties for failure to pay prevailing wage or to comply with State wage and hour laws will be enforced as follows.

EXHIBIT A

\\COVCHUSERS\MYDOCUMENTS2$\SLONGORIA\DESKTOP\AGENDA ITEMS\WELLNESS CENTER PHASE II\905.5-EXHIBIT A ADDITION OF CITY CONTRACT TERMS TO PHASE 2 WORK ORDER (ACI) 08.10.22 CLN.DOCX (1) Pursuant to Labor Code section 1775, the Contractor and any Subcontractor under it shall forfeit as a penalty to the City not more than Two Hundred Dollars ($200.00), for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate as determined by the Director of the DIR for such work or craft in which such worker is employed for any public work done under this Work Order by it or by any Subcontractor under it. The difference between such prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof, for which each worker was paid less than the prevailing wage rate, shall be paid to each worker by the Contractor.

(2) The Contractor or Subcontractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the execution of this Contract by the respective contractor or Subcontractor for each calendar day during which the worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of this subsection. In awarding any contract for public work, Contractor must forfeit to City Twenty-five Dollars ($25.00) per day for each worker who works in excess of the minimum working hours when Contractor does not pay overtime. In accordance with the provisions of Labor Code Sections 1810 et seq., eight (8) hours is the legal working day.

j. DIR Monitoring. Pursuant to Labor Code § 1771.4, the Work Order for this Project is subject to compliance monitoring and enforcement by the DIR.

k. DIR Registration. Pursuant to Labor Code sections 1725.5 and 1771.1, the Contractor and its Subcontractors must be registered with the DIR prior to the execution of a contract to perform public works. By entering into this Work Order, Contractor represents that it is aware of the registration requirement and is currently registered with the DIR. Contractor shall maintain a current registration for the duration of the Project. Contractor shall further include the requirements of Labor Code sections 1725.5 and 1771.1 in any subcontract and ensure that all Subcontractors are registered at the time this Work Order is entered into and maintain registration for the duration of the Project.

l. Contractor is aware of and will comply with all the provisions of Labor Code Section 1720.9 regarding the hauling and delivery of ready-mixed concrete to carry out a public works project.

m. Contractor ackno wledges that under Public Contract Code Section 6109 no contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works Project under Labor Code Section 1777.1 or 1777.7 may bid on, be awarded, or perform work as a subcontractor on, a public works project. Contractor is prohibited from performing work under this Work Order with a subcontractor who is ineligible to perform work on the public works project under Labor Code Section 1777.1 or 1777.7.

Section 2. BOND REQUIREMENTS

a. Prior to execution of this Work Order by the City, Contractor shall provide a Faithful Performance Bond and a Payment (Labor and Materials) Bond, each in the penal sum of not less than one hundred percent (100%) of the Work Order Firm Fixed Price. As a condition precedent to final completion, Contractor must further provide a warranty bond, in the amount of 10% of the final cost of the work covered by this Work Order for the Project, as a full guarantee for the one- year warranty requirement set forth in the Contract Documents. If an issuing surety cancels the bond or becomes insolvent, within seven days following written notice from City, Contractor must substitute a surety acceptable to City. All surety bonds must be on forms approved by the City and issued by

EXHIBIT A

\\COVCHUSERS\MYDOCUMENTS2$\SLONGORIA\DESKTOP\AGENDA ITEMS\WELLNESS CENTER PHASE II\905.5-EXHIBIT A ADDITION OF CITY CONTRACT TERMS TO PHASE 2 WORK ORDER (ACI) 08.10.22 CLN.DOCX a surety company currently admitted to transact surety insurance business in California by the California Department of Insurance, with an AM Best’s Insurance Guide rating of no less than A- , VII.

b. Both the Performance and Payment bonds required under this Section shall contain the original notarized signature of an authorized officer of the Surety and affixed thereto shall be a certified and current copy of his power of attorney. The bond shall be unconditional and remain in force during the entire term of the Work Order and shall be null and void only if Contractor promptly and faithfully performs all terms and conditions of this Work Order and pays all labor and materials for work and services under this Work Order

c. City shall release the Performance and Labor Bonds when the following have occurred:

(1) Contractor has made a written request for release and provided evidence of satisfaction of all other requirements under the Contract Documents and this Work Order;

(2) the Work has been accepted; and

(3) after passage of the time within which lien claims are required to be made pursuant to applicable laws; if lien claims have been timely filed, City shall hold the Labor Bond until such claims have been resolved, Contractor has provided statutory bond, or otherwise as required by applicable law.

Section 3. INSURANCE REQUIREMENTS

a. Commercial General Liability Insurance. Contractor shall procure and maintain at its own expense during the Time of Performance specified in the Work Order, or any extension thereof, Commercial General Liability Insurance of not less than Five Million Dollars ($5,000,000) per occurrence, and Ten Million Dollars ($10,000,000) in the aggregate, for bodily injury, personal injury, death, loss, or damage arising out of or in connection with the operations of the Contractor, or its officers, employees, servants, volunteers, agents, subcontractors, and independent contractors in performing the Work under this Work Order.

b. Commercial Vehicle Liability Ins urance. Contractor shall further procure and maintain at its own expense during the Time of Performance specified in the Work Order, or any extension thereof, Commercial Vehicle Liability Insurance covering personal injury and property damage, of not less than Two Million Dollars ($2,000,000) combined single limit, covering any vehicle utilized by Contractor or its officers, employees, servants, volunteers, agents and independent contractors in performing the Work required by this Work Order.

c. Workers’ Compensation Insurance. Contractor shall procure and maintain at its own expense during the Time of Performance specified in the Work Order, or any extension thereof, Workers’ Compensation Insurance, providing coverage as required by the California State W orkers' Compensation Law. If any of the Work is sublet, Contractor shall require its subcontractors to similarly to provide Worker’s Compensation Insurance for all such subcontractors’ employees, unless such employees are covered by the protection afforded by the Contractor.

(1) If any class of employees employed by Contractor pursuant to this Work Order is not protected by the California State Workers' Compensation Law, Contractor shall

EXHIBIT A

\\COVCHUSERS\MYDOCUMENTS2$\SLONGORIA\DESKTOP\AGENDA ITEMS\WELLNESS CENTER PHASE II\905.5-EXHIBIT A ADDITION OF CITY CONTRACT TERMS TO PHASE 2 WORK ORDER (ACI) 08.10.22 CLN.DOCX provide adequate insurance for the protection of such employees to the satisfaction of the City.

(2) Contractor and its subcontractors shall be required to provide the City with a written statement acknowledging the obligation to secure payment of Worker’s Compensation Insurance as required by Labor Code § 1861, which states that:

I am aware of the provisions of Section 3700 of the Labor Code which require 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 of this contract.

Execution of this Work Order satisfies the above requirement with respect to Contractor, but separate acknowledgments must be provided to the City by Contractor’s subcontractors.

d. Course of Construction, Builders’ Risk, or Inland Marine Insurance. During the Time of Performance specified in the Work Order, or any extension thereof, Contractor, and any of its subcontractors, suppliers, vendors, employees, or other person who is performing any work under this Work Order, shall purchase, and maintain insurance to the full Work Order Firm Fixed Price and insurable value thereof (commonly referred to as a Course of Construction, Builders’ Risk, or an Inland Marine policy) that offers “Installation” coverage for all materials, supplies, equipment, and property obtained by or for Contractor, which is to become part of the Project while such equipment and property is stored at the jobsite, at temporary locations, or while in transit to the jobsite from such temporary locations. Contractor, and or any of its subcontractors, suppliers, vendors, employees, or other person who is performing any work under this Work Order shall also be responsible for insuring their owned, leased/rented or borrowed equipment. Insurance should also include a Loss Payee, and a Waiver of Subrogation Endorsement in favor of the City of Victorville.

e. Pollution Liability Insurance. Contractor also procure and maintain at its own expense during the Time of Performance specified in the Work Order, or any extension thereof, Pollution liability insurance in accordance with the Contract Documents.

f. Additional Insureds. Notwithstanding any inconsistent statement in any required insurance policies or any subsequent endorsements attached thereto, all insurance policies, except for the Workers' Compensation policy, shall be endorsed to name the City and its officers, employees, servants, volunteers, agents and independent contractors, including the City Attorney, as Additional Insureds.

g. Waiver of Subrogation Rights. Contractor shall require the carriers of all required insurance policies to waive all rights of subrogation against the City and its officers, employees, servants, volunteers, agents, and independent contractors and subcontractors. Each policy of insurance shall be endorsed to reflect such waiver.

h. Insurer Qualifications; Proof of Insurance Coverage. Contractor shall secure from a good and responsible company or companies authorized to transact insurance business in the State of California, the policies of insurance required by this Exhibit A and furnish to the City Clerk certificates of insurance evidencing the required coverage, and policy endorsements at least ten (10) business days prior to the commencement of any Work to be performed under this Work Order.

EXHIBIT A

\\COVCHUSERS\MYDOCUMENTS2$\SLONGORIA\DESKTOP\AGENDA ITEMS\WELLNESS CENTER PHASE II\905.5-EXHIBIT A ADDITION OF CITY CONTRACT TERMS TO PHASE 2 WORK ORDER (ACI) 08.10.22 CLN.DOCX i. Required Additional Endorsements. The following endorsements are required and shall be provided:

(1) All policies of insurance shall be endorsed to provide that in the event of cancellation or amendment of any required insurance policy for any reason whatsoever, the City shall be notified by mail, postage prepaid, not less than thirty (30) days before the cancellation or amendment is effective. In the case of cancellation for non- payment, ten (10) days advance written notice shall be given.

(2) The Commercial General Liability and Vehicle Liability policies shall be endorsed as Primary and Non-contributory.

j. Subcontractor Insurance. Contractor shall include all subcontractors as additional insureds under its policies or shall secure separate certificates and endorsements from each subcontractor. All subcontractor coverages shall be subject to all of the insurance requirements stated in this Exhibit A.

Section 4. PAYMENTS

a. In order to receive payments under this Work Order, Contractor shall be required to submit to the City monthly invoices in accordance with the provisions of this Section. Provided that Work has been satisfactorily performed, invoices shall be paid by the City approximately thirty (30) working days following receipt of Contractor’s invoice.

b. On or about the first of each calendar month, Contractor shall request payment for the Work performed prior to such date. Each payment request shall be accompanied by the updated progress schedule indicating progress achieved to that date.

c. Upon approval by the City Manager, or his/her designee (the “Project Manager”) of the Contractor's estimate of Work completed, the City will make a progress payment to the Contractor equal in amount to the approved estimate, less a retention of five (5) percent (5%), and less the total of all previous payments.

(1) Pursuant to Public Contract Code Section 22300, substitution of eligible equivalent securities for any funds withheld to ensure performance under this Work Order may be permitted at the request and sole expense of the Contractor.

(2) Alternatively, the Contractor may, pursuant to an escrow agreement in a form prescribed by Public Contract Code Section 22300, request payment of retentions funds earned directly to the escrow agent at the sole expense of the Contractor.

d. In preparing estimates, the material delivered on the Project site, preparatory work done, and the cost of bonds and insurance paid may be taken into consideration.

e. The making of any payment to Contractor under this Work Order shall not relieve the Contractor of its obligations hereunder. Contractor is obligated to complete the Work specified in this Work Order in its entirety and to deliver to the City such completed Work, finished product, or structure as is specified in this Work Order, at the time or times specified herein. Until this Work Order is fully performed by Contractor and the Work, product, or structure produced thereby is accepted by the City, Contractor shall be obligated to repair, replace, restore, or rebuild any fully or

EXHIBIT A

\\COVCHUSERS\MYDOCUMENTS2$\SLONGORIA\DESKTOP\AGENDA ITEMS\WELLNESS CENTER PHASE II\905.5-EXHIBIT A ADDITION OF CITY CONTRACT TERMS TO PHASE 2 WORK ORDER (ACI) 08.10.22 CLN.DOCX partially completed Work or structure, or any materials or equipment required to be provided under the Work Order which may be damaged, lost, stolen, or otherwise injured in any way.

f. If a notice to withhold is served upon the City pursuant to California’s lien statutes to withhold sufficient funds from payments to the Contractor in support of a claim resulting from default by the Contractor in payment for labor or materials used in the execution of this Work Order (a “Stop Payment Notice”), the City will withhold from payments due to Contractor, an amount of money equal to the amount of the claim stated in the Stop Payment Notice, and an additional amount equal to twenty-five percent (25%) of the amount of said claim to defray any costs of litigation in the event of court action on the claim, for a total withholding of one and one-quarter (1¼) times in the stated amount of the claim.

g. Contractor will be required, in requests for payment, to certify, under penalty of perjury, the following:

(1) No workers were required or permitted to work more than eight (8) hours in any one calendar day, except in cases of emergency, and except as provided by law.

(2) Not less than the prevailing wage rates, as set forth in this Work Order, have been paid to all laborers, workers, and mechanics employed to perform the Work on this Project.

(3) There were no substitutions of subcontractors, no assignment or transference of subcontractors, except as approved by the Project Manager.

(4) All of the provisions of the Contract Documents and applicable laws pertaining to non- discrimination in employment have been complied with.

h. Proof of Payroll Submission and Lien Releases. The City shall make progress payments only upon receipt of payment requests submitted by Contractor, which have been properly completed and submitted in accordance with the provisions of this Section 4 and are otherwise in compliance with the provisions of this Exhibit A. Contractor and subcontractors on all public works projects must use the California Department of Industrial Relations (“DIR”) Electronic Certified Payroll Reporting system to furnish certified payroll records (CPRs) to the Labor Commissioner. For more information, please go to www.dir.ca.gov under
Labor Law Public Works. Proof of CPR submission and appropriate lien releases are required with each invoice to the City. Payment of the invoice may be delayed when CPRs and/or lien releases are not included with the Contractor’s invoice.

i. If payments are to be made for materials or equipment not incorporated in the Work, but delivered and suitably stored at the Project site, or at some other location agreed upon in writing with the City, such payments shall be conditioned upon submission by the Contractor of bills of sale or such other procedures satisfactory to the City to establish the City's title to such materials or equipment or otherwise protect the City's interest, including applicable insurance and transportation to the Project site.

j. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by a request for payment will pass to the City upon receipt of such payment by the Contractor, free and clear of all liens, claims, security interests, or encumbrances and that no title to Work, materials, or equipment covered by a request for payment will have been acquired by the Contractor, or by any other person performing Work at the site or furnishing materials and equipment on the Project.

EXHIBIT A

\\COVCHUSERS\MYDOCUMENTS2$\SLONGORIA\DESKTOP\AGENDA ITEMS\WELLNESS CENTER PHASE II\905.5-EXHIBIT A ADDITION OF CITY CONTRACT TERMS TO PHASE 2 WORK ORDER (ACI) 08.10.22 CLN.DOCX Section 5. INDEPENDENT CONTRACTOR STATUS

It is the express intention of the Parties that Contractor is an independent contractor and not an employee, agent, joint venturer, or partner of the City. Nothing in this Work Order shall be interpreted or construed as creating or establishing the relationship of employer and employee between the City and Contractor or any employee or agent of Contractor. Both Parties acknowledge that Contractor is not an employee for state or federal tax purposes or any other purpose.

Section 6. NOT AGENT OF THE CITY

a. Nothing contained in this Work Order shall be deemed, construed, or represented by the City or Contractor or by any third person to create the relationship of principal and agent.

b. Contractor shall have no authority, express or implied, to act on behalf of the City in any capacity whatsoever as an agent, nor shall Contractor have any authority, express or implied, to bind the City to any obligation whatsoever.

Section 7. TIME OF THE ESSENCE; LIQUIDATED DAMAGES; DELAYS

a. Time is of the essence in the performance of this Work Order.

b. Contractor shall be responsible for ensuring that the Work specified in this Work Order is completed within the Time of Performance specified in the Work Order following issuance of the City’s Notice to Proceed.

(1) Contractor shall pay to the City as liquidated damages the amount of Thirty-Five Thousand Dollars ($3,500) for each day’s delay or fraction thereof in completing the Work described herein (as such may have been modified by the City in approved Change Orders or by supplemental agreement of the Parties thereof) in excess of the Time of Performance specified in the Work Order. City may deduct the sum of liquidated damages from any monies due or that may become due Contractor; or if such monies are insufficient, Contractor or its Surety shall pay to City any deficiency.

The accrual of liquidated damages will terminate on the date substantial completion is granted, but shall not bind the City to final acceptance of the Project.

(2) The liquidated damages specified herein do not include any penalties. Contractor and City acknowledge that the amount of liquidated damages set forth herein represents a good faith estimate as to the actual potential damages City would incur as a result of the late completion of the Work, or portion thereof. The remedies specified herein are not exclusive and are in addition to other rights and remedies provided by law or stipulated under the Contract Documents.

(3) Liquidated damages shall not apply for delays which may result from causes beyond the control and without the fault or negligence of the Contractor including acts of God, or of the public enemy, acts of the Government, acts of the City, acts of another contractor in the performance of a contract with the City, fire, flood, epidemics or strikes, provided that Contractor shall within ten (10) business days of the commencement of such delay or Contractor first becoming aware of such delay, whichever is later, notify the Project Manager in writing of the causes of the delay. The Project Manager shall ascertain the facts and the extent of delay and extend the Time

EXHIBIT A

\\COVCHUSERS\MYDOCUMENTS2$\SLONGORIA\DESKTOP\AGENDA ITEMS\WELLNESS CENTER PHASE II\905.5-EXHIBIT A ADDITION OF CITY CONTRACT TERMS TO PHASE 2 WORK ORDER (ACI) 08.10.22 CLN.DOCX of Performance by Change Order for the period of the enforced delay, when and if in the judgment of the Project Manager such delay is justified. The Project Manager’s determination shall be final and conclusive upon the Parties to this Work Order, provided that Contractor shall retain any and all rights provided either by contract or by law, which pertain to the resolution of disputes and protests between the Parties.

In no event shall Contractor be entitled to recover damages against the City for any delay in the performance of the Work specified in this Work Order, however caused, Contractor’s sole remedy being extension of the Time of Performance pursuant to this Section.

(4) Pursuant to Government Code Section 4215, Contractor shall not be assessed liquidated damages for delay in completion of the Project when such delay was caused by the failure of the public agency or owner of the utility to provide for removal or relocation of utility facilities.

Section 8. INDEMNIFICATION

a. Notwithstanding the limits of any insurance and to the fullest extent permitted by law, Contractor shall indemnify the City, its elected or appointed officials, officers, agents, volunteers and employees against, and will hold and save them and each of them harmless from, any and all actions, suits, claims, damages to persons or property, losses, costs, penalties, obligations, errors, omissions or liabilities, (hereinafter " Claims or Liabilities ") that may be asserted or claimed by any person, firm or entity arising or alleged to arise out of or in connection with the performance of the Work, operations, or activities of Contractor, its agents, employees, Subcontractors, or invitees on the Project, or arising or alleged to arise from the acts or omissions of Contractor hereunder, or arising or alleged to arise from Contractor's performance of or failure to perform any term, provision, covenant or condition of this Agreement, but excluding such Claims or Liabilities or portion of such Claims or Liabilities arising or alleged to arise from the active negligence, sole negligence, or willful misconduct of the City, its elected or appointed officials, officers, agents, volunteers, or employees, and in connection therewith:
(1) Contractor will defend any action or actions filed in connection with any of said Claims or Liabilities and will pay all costs and expenses, including legal costs and attorneys' fees incurred in connection therewith;
(2) Contractor will promptly pay any judgment rendered against the City, its elected or appointed officials, officers, agents, volunteers, or employees for any such claims or liabilities arising or alleged to arise out of or in connection with Contractor's (or its agents', employees', Subcontractors' or invitees') performance of or failure to perform such work, operations or activities hereunder; and Contractor agrees to save and hold the City, its elected or appointed officials, officers, agents, volunteers and employees harmless therefrom;
(3) In the event the City, its elected or appointed officials, officers, agents, volunteers, or employees is made a party to any action or proceeding filed or prosecuted against Contractor for such damages or other claims arising or alleged to arise out of or in connection with the performance of or failure to perform the Work, operation, or activities of Contractor hereunder, Contractor shall pay to the City, its elected or appointed officials, officers, agents ,volunteers, or employees, any and all costs and expenses incurred by the City, its elected or appointed officers, officials, agents,

EXHIBIT A

\\COVCHUSERS\MYDOCUMENTS2$\SLONGORIA\DESKTOP\AGENDA ITEMS\WELLNESS CENTER PHASE II\905.5-EXHIBIT A ADDITION OF CITY CONTRACT TERMS TO PHASE 2 WORK ORDER (ACI) 08.10.22 CLN.DOCX volunteers, or employees in such action or proceeding, including but not limited to, legal costs and attorneys' fees for counsel acceptable to City;

(4) Contractor's duty to defend, indemnify, and hold harmless as set out in this Section shall include any claims, liabilities, obligations, losses, demands, actions, penalties, suits, costs, expenses or damages or injury to persons or property arising or alleged to arise from, in connection with, as a consequence of, or pursuant to any state or federal law or regulation regarding hazardous substances, including but not limited to, the Federal Insecticide, Fungicide and Rodenticide Act ("FIFRA"), Comprehensive Environmental Response, Compensation and Liability Act of 1980 ("CERCLA"), Resource Conservation and Recovery Act of 1976 ("RCRA"), the Hazardous and Solid Waste Amendments of 1984, the Hazardous Material Transportation Act, the Toxic Substances Control Act, the Clean Air Act, the Clean Water Act, the California Hazardous Substance Account Act, the California Hazardous Waste Control Law or the Porter -Cologne Water Quality Control Act, as any of those statutes may be amended from time to time.

b. City will timely notify Contract or upon receipt of any third- party claim relating to the Agreement, as required by Public Contract Code § 9201. The Contractor's indemnification and defense obligations pursuant to this Section shall survive the termination of this Agreement.

Contractor shall require the same indemnification from all Subcontractors.

c. Acceptance of Insurance. The City does not and shall not waive any rights that it may have against Contractor under this Section, because of the acceptance by the City, or the deposit with the City, of any insurance policy or certificate required pursuant to this Work Order.

The hold harmless and indemnification provisions of this Section shall apply regardless of whether said insurance policies are determined to be applicable to the claim, demand, damage, liability, loss, cost, or expense described herein.

d. Third Party Claims. City will timely notify Contractor upon receipt of any third- party claim relating to this Work Order, as required by Public Contract Code Section 9201.

Section 9. DISPUTE RESOLUTION AND CLAIMS PROCEDURES

a. Public Contract Code Section 9204. For purposes of any Public Works Claims filed by a Contractor or Subcontractor (as those terms are defined in Public Contract Code Section 9204) under this Work Order, the claims procedures in Public Contract Code Section 9204 (“Section 9204”) and the provisions of this Section shall apply. Public Contract Code Section 9204 is set forth in full in Section 2 -10 of the City of Victorville Amendments to the Standard Specifications for Public Works Construction (the “SSPWC Special Provisions”) which SSPWC Special Provisions are attached as Part II of this Exhibit A).

(1) In the event of a Section 9204 Public Works Claim, Contractor may not stop working pending resolution of the dispute, but must continue to comply with its duty to diligently prosecute the performance and timely completion of the Work during the Section 9204 process.

(2) Any Public Works Claims not resolved by the Section 9204 procedures (and/or any tort claims) shall be subject to Section 2.24.020 of the Victorville Municipal Code

EXHIBIT A

\\COVCHUSERS\MYDOCUMENTS2$\SLONGORIA\DESKTOP\AGENDA ITEMS\WELLNESS CENTER PHASE II\905.5-EXHIBIT A ADDITION OF CITY CONTRACT TERMS TO PHASE 2 WORK ORDER (ACI) 08.10.22 CLN.DOCX (“VMC”) and the provisions of the Government Claims Act (Government Code section 810 et seq.).

b. For disputes or claims that do not constitute Public Works Claims, City and Contractor agree to comply with the following process:

(1) Each Party shall designate a senior management or executive level representative to negotiate any dispute.

(2) The representatives shall attempt, through good faith negotiations, to resolve the dispute by any means within their authority.

(3) If the issue remains unresolved after ten (10) days of good faith negotiations, the Parties shall attempt to resolve the disagreement by negotiation between the legal counsel for each Party. If the above process fails, the Parties may mutually agree to engage in non-binding mediation or non-binding arbitration in which the Parties equally share the costs of any mediator or arbitrator, or may proceed with suit or other remedies, subject to the provisions of subparagraph (5) of this Subsection and other applicable provisions and laws.

(4) The alternative dispute resolution process set forth herein is a material condition to the Work Order and must be exhausted as an administrative remedy prior to either Party initiating legal action.

(5) Compliance with VMC Section 2.24.020 and the provisions of the Government Claims Act (Government Code section 810 et seq.) is also required prior to initiating suit again the City.

Section _10. LAWS AND SPECIFICATIONS; STATE AND FEDERAL GRANTS

REQUIREMENTS

a. General. In performing the Work, Contractor shall comply with the requirements of all federal, state, and local authorities having lawful jurisdiction over the Project. Contractor shall perform the construction Work in accordance with all applicable requirements of the VMC; the City of Victorville Standard Specifications for Public Improvements; the Standard Specifications for Public Works Construction (SSPWC) 2021 edition (the “ Greenbook”), the SSPWC Special Provisions (attached as Part II to this Exhibit A), the Project plans provided by the City; and all building codes and regulations relating to the construction of the Project, including environmental standards, fire and safety regulations and requirements, and compliance with all other applicable standards and codes. The provisions of this Exhibit A shall control over the provisions of the Greenbook and the SSPWC Special Provisions in the event of a conflict.

b. Homekey Program Requirements. Contractor has been advised and acknowledges that the Project is being funded with Homekey Program Round 2 Grant Funding.

In the performance of the Work, Contractor agrees to comply with the requirements of said Program, including, but not limited to, the following:

(1) Contractor shall ensure that any Project design required by this Work Order and all construction Work conforms with the accessibility requirements set forth in California Building Code Chapter 11A and 11B and the Americans with Disabilities Act, Title II.

In addition, Contractor shall ensure that any Project design and construction Work

EXHIBIT A

\\COVCHUSERS\MYDOCUMENTS2$\SLONGORIA\DESKTOP\AGENDA ITEMS\WELLNESS CENTER PHASE II\905.5-EXHIBIT A ADDITION OF CITY CONTRACT TERMS TO PHASE 2 WORK ORDER (ACI) 08.10.22 CLN.DOCX complies with either the Uniform Federal Accessibility Standards (UFAS) standards, 24 CFR. Part 8, or HUD's modified version of the 2010 ADA Standards for Accessible Design (Alternative 2010 ADAS), HUD- 2014-0042-0001, 79 F.R. 29671 (5/27/14) (commonly referred to as "the Alternative Standards" or "HUD Deeming Memo").

Accessible units shall, to the maximum extent feasible and subject to reasonable health and safety requirements, be distributed throughout the Project and be available in a sufficient range of sizes and amenities consistent with 24 CFR part 8.26.

(2) Contractor shall comply with the requirements of Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq.) and the U.S. Department of the Treasury’s implementing regulations at 31 CFR Part 22; the Fair Housing Act, Title VIII of the Civil Rights Act of 1968 (42 U.S.C. § 3601 et seq.); Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. § 794); the Age Discrimination Act of 1975, as amended (42 U.S.C. § 6101 et seq.); Title II of the Americans with Disabilities Act of 1990, as amended (42 U.S.C. § 12101 et seq.).

(3) During the performance of this Work Order (contract), Contractor and its subcontractors shall not deny the contract’s benefits to any person on the basis of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status, nor shall they discriminate unlawfully against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disabili ty, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status. Contractor shall insure that the evaluation and treatment of employees and applicants for employment are free of such discrimination. Contractor and subcontractors shall comply with the provisions of the Fair Employment and Housing Act (Gov. Code §12900 et seq.), the regulations promulgated thereunder (Cal. Code Regs., tit. 2, §11000 et seq.), the provisions of Article 9.5, Chapter 1, Part 1, Division 3, Title 2 of the Government Code (Gov. Code §§11135-11139.5), and the regulations or standards adopted by the California Department of Housing and Community Development (the awarding state agency) to implement such article. Contractor shall permit access by representatives of the Department of Fair Employment and Housing and the awarding state agency upon reasonable notice at any time during the normal business hours, but in no case less than 24 hours’ notice, to such of its books, records, accounts, and all other sources of information and its facilities as said Department or Agency shall require to ascertain compliance with this clause. Contractor and its subcontractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement. (See Cal. Code Regs., tit. 2, §11105.)

(4) Contractor shall comply with the requirements of 2 CFR § 200.321 - Contracting with small and minority businesses, women's business enterprises, and labor surplus area firms. If subcontracts are to be let under this Work Order (contract), Contractor is required to submit a Small and Minority Businesses, Women's Business Enter prise (S/M/WBE) and Local Surplus Area (LSA) Firm Outreach Plan within 30 days of contract execution to the City for approval at ( ________________) (attached in Part IV of this Exhibit A). The City will accept the S/M/WBE and LSA Firm Outreach Plan or offer recommendations to ensure S/M/WBE and LSA Firm Outreach Plan includes all necessary affirmative steps to meet the intent of 2 CFR § 200.321. Contractor to

EXHIBIT A