Work Order Signature Document
EZIQC Contract No.: CA-R6-GB-101723-NCM
Monarch Bay Clubhouse Renovations
New Work Order
147101.00
Modify an Existing Work Order
Work Order Title:
Work Order Number.: Work Order Date:
X
03/16/2026
Contractor Name:
Contact:
Phone:
Contact:
Phone:
Darin Terrazas
805-544-5583
Owner Name: PACIFIC SOUTH - City of San Leandro
David Sams
5108952162
Newton Construction & Management
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-R6-GB-101723-NCM.
Brief Work Order Description:
Monarch Bay Clubhouse Renovations
Liquidated Damages Will apply: Will not apply:
Estimated Completion Date:
Time of Performance Estimated Start Date:
X
Work Order Firm Fixed Price: $620,035.97
Owner Purchase Order Number:
Approvals
PACIFIC SOUTH - City of San Leandro Date Contractor Date
2.00
3/16/2026
Work Order Signature Document
3.00 Detailed Scope of Work
To: Darin Terrazas From: David Sams
Newton Construction & Management PACIFIC SOUTH - City of San Leandro 2436 Broad St 835 East 14th Street
San Luis Obispo, CA 93401 San Leandro, CA 94577
805-544-5583 5108952162
Work Order Number:
Date Printed: March 16, 2026
147101.00
Work Order Title: Monarch Bay Clubhouse Renovations
Brief Scope: Monarch Bay Clubhouse Renovations
Preliminary Revised X Final
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.
Phase 1 –Scope of Work
Project Name: Monarch Bay Clubhouse Improvements
Location: 13800 Monarch Bay Dr, San Leandro, CA 94577
Owner: City of San Leandro, Public Works
General Contractor: Newton Construction & Management, Inc.
Exterior Clubhouse Siding, Electrical, Pass-Through Window, and Awnings Provide all labor, materials, and equipment to complete the following:
· Exterior
o Demo and install new Hardie Artisan Square Channel fiber cement siding and trim around the building and back wall surrounding the Service Yard. Demolition of walls by others. o Install new moisture barrier wrap around the building. o Install siding accessories including flashing, blocks, vents, and related components. o Frame rough opening for new pass-through window.
o Install one (1) new fully automatic West Coast ADA bi-parting pass-through window with fan for the kitchen.
o Install three (3) new custom canvas awnings, two with logo. o Install new exterior sconce light fixtures (sides of building only; patio area excluded for this phase).
o Remove and reinstall any electrical devices that may impede the removal and installation of new siding.
o Remove and reinstall plumbing fixtures (hose bibs, etc.) as needed; cap and reconnect. o Caulk and paint entire building, back wall around Service Yard, fascia, trim, and concrete columns.
o Rewire and install (3) three exterior flood lights in the receiving area. o Wire and install (2) two light fixtures on the light post at the main entrance. o Touch-up paint during punch walk.
o Provide and installe electrical light fixture in ceiling and duplex receptacle in Tuff Shed.
3/16/2026
Scope of Work
Detailed Scope of Work Continues..
Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
· Interior
o Demo drywall to install new pass-through window in kitchen. o Install two (2) new dedicated 20-amp, 120V electrical circuits for window and fan. o Install drywall around new window.
o Install new FRP panels and trim at wall around window. o Prime, paint, and caulk wall as required.
· General
o Include cleanup, hauling, and landfill fees.
o Include all labor, materials, and equipment required for the scope of work. o Permit application and fees by owner.
o Exclusions: Dry rot repair, hazardous materials, and abatement. o This project is prevailing wage and must comply with DIR requirements. · Install new Tuff Shed with:
o Interior shelving included.
o Overhead door at one end included.
o Double doors in the center included.
o Exterior paint included.
o Electrical light fixture and duplex receptacle (Work by NCM electrical subcontractor). o Install new shed in service yard.
Exclusions: Professional Services, 3rd Party Inspections. Abatement Testing and Remediation, CASp Services and ADA Compliance Upgrades. Any work in the Pro Shop, bathrooms or lighting in the kitchen areas. New ceiling grid. Exterior awning. Any audio/visual. Fire sprinklers and fire alarm. Permitting fees. Engineered drawings. Structural calculations. Carpentry at posts for new exterior light fixtures. Interior upgrades are not included. The owner is responsible for removing and reinstalling all kitchen appliances and equipment as needed to ensure workers have access to the interior side of the window. Dry rot repair, hazardous materials, and abatement. Additional drywall patch work not listed in the price proposal.
Subject to the terms and conditions of EZQC Contract CA-R6-GB-101723-NCM.
Contractor Date
PACIFIC SOUTH - City of San Leandro Date
3/16/2026
Scope of Work
4.00 Contractor's Price Proposal - Summary
Owner PO #:
Monarch Bay Clubhouse Renovations
147101.00
IQC Master Contract #: CA-R6-GB-101723-NCM
Work Order #:
Title:
Re:
Date: March 16, 2026
Proposal Value:
Contractor: Newton Construction & Management
$620,035.97
Bond $13,351.53
Design $4,575.00
Drywall $456.38
Electrical $77,735.97
Framing $3,819.57
FRP $1,507.65
NPP Tuff Shed $23,599.18
NPP Awning $15,437.50
NPP Window $14,230.63
Paint $72,792.84
Painting/Electrical $1,957.19
Plumbing $8,022.57
Safety $2,491.95
Siding $375,092.31
Tuff Shed $1,989.72
Window $2,975.98
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.
$620,035.97
The Percentage of NPP on this Proposal: 8.59%
3/16/2026
Contractor's Price Proposal - Summary
5.00 Contractor's Price Proposal - Detail
Monarch Bay Clubhouse Renovations
147101.00
IQC Master Contract #: CA-R6-GB-101723-NCM
Work Order #:
Owner PO #:
Title:
Re:
Date: March 16, 2026
Proposal Value:
Contractor: Newton Construction & Management
$620,035.97
Labor Equip. Material (Excludes)
Sect. Item Mod. UOM Description Line Total
Bond
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, invoice, or proof of payment shall be submitted with the Price Proposal. 1 EA $13,351.53
Installation x x = 13,351.53
Quantity Unit Price Factor Total
12,137.75 1.00 1.1000
Bond Fee 2%
Subtotal for Bond $13,351.53
Design
2 01 22 20 00 0069 HR Project Manager $4,575.00
Installation x x = 4,575.00
Quantity Unit Price Factor Total
24.00 156.25 1.2200
The project involved extensive collaboration with the owner’s team and multiple subcontractors to establish a clear and actionable phased approach for the overall scope of work. This process began with coordinating and conducting a series of joint job walks to evaluate existing site conditions, identify constraints, and validate the owner’s operational requirements for each phase.
Following the site assessments, the team performed a comprehensive review of the available as-built drawings to confirm current building configurations, verify utility infrastructure, and identify any discrepancies between documented and actual field conditions. This analysis was essential in defining realistic work boundaries and developing accurate preliminary assumptions.
Using the information gathered from field observations, subcontractor input, and document reviews, detailed scope-of-work documents were drafted for each phase of the project. These documents outlined specific tasks, material requirements, system impacts, sequencing considerations, and any dependencies between phases.
With the scopes established, Rough Order of Magnitude (ROM) estimates were prepared to support the owner in budgeting and long-term funding decisions. These ROMs provided a high-level cost framework that allowed the owner to evaluate different phasing strategies , prioritize work based on operational needs, and make informed decisions regarding project timing and financial planning.
Overall, this collaborative and iterative process ensured that the owner had a clear understanding of the anticipated work, associated costs, and key considerations for each project phase before proceeding to design or formal procurement activities. The owner requested the project manager to be on-site at scheduled times to help determine the scope of work for each phasing.
Subtotal for Design $4,575.00
Drywall
06 05 23 00 0337 1-1/2" Wide x 6" Long, 16 Gauge, Galvanized Nail Stops (Simpson Strong Tie® NS2)
3 EA $18.35
Installation x x = 18.35
Quantity Unit Price Factor Total
4.00 3.76 1.2200
Structural reinforcement of new wall for the rough opening for the new window. 4 06 83 16 00 0002 SF Fiberglass Reinforced Polyester (FRP) PanelingIncluding Adhesive And Trim $438.03 Installation x x = 438.03
Quantity Unit Price Factor Total
96.00 3.74 1.2200
FRP – Install new FRP panels on the new kitchen/pass-through window wall.
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Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..
Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Subtotal for Drywall $456.38
Electrical
01 22 20 00 0010 Electrician, (Inside Wireman)For tasks not included in the Construction Task Catalog® and as directed by owner only.
5 HR $8,686.40
Installation x x = 8,686.40
Quantity Unit Price Factor Total
40.00 178.00 1.2200
Proposal Justification – Additional Labor Hours for Two (2) Electricians. Additional labor hours are required to perform the above ceiling investigative work necessary to determine feasible routing for new dedicated conduits serving the pass through window and the kitchen overhead fan. This effort includes the careful removal and reinstallation of T bar ceiling tiles, navigating restricted hard lid ceiling areas, and inspecting existing structural, mechanical, and electrical systems to identify obstructions and available pathways. The electrician must assess penetration options, verify code compliant routes, and coordinate findings with other trades to ensure that the final conduit layout is both constructible and minimally disruptive to existing conditions. Due to limited access, concealed utilities, and the need for detailed evaluation prior to installation, these tasks require additional time, caution, and coordination beyond standard installation expectations. 01 31 33 00 0005 Drywall Finisher Minimum ChargeThis task should not be used in conjunction with any other tasks utilizing this labor trade, unless approved by owner. Task quantity is 1, unless approved by owner.
6 EA $1,364.95
Installation x x = 1,364.95
Quantity Unit Price Factor Total
1.00 1,118.81 1.2200
RESTAURANT AREA - DRYWALL FINISHING
This line item is for the restaurant
ceiling areas that are outside the
kitchen a this includes
routing new circuits above the ceilings
in the front Dining Area, the Plan
Event Room, and in the ceiling in the
Electrical Room above the subpanels.
Any additional work beyond one day will require a supplemental job order. 01 31 33 00 0006 Drywall Installer Minimum ChargeThis task should not be used in conjunction with any other tasks utilizing this labor trade, unless approved by owner. Task quantity is 1, unless approved by owner.
7 EA $1,446.93
Installation x x = 1,446.93
Quantity Unit Price Factor Total
1.00 1,186.01 1.2200
KITCHEN AREA - DRYWALL INSTALLATION
Installation of drywall only in the kitchen
areas to patch walls that were opened
up to install new circuits.
01 31 33 00 0013 Painter, Ordinary Minimum ChargeThis task should not be used in conjunction with any other tasks utilizing this labor trade, unless approved by owner. Task quantity is 1, unless approved by owner.
8 EA $1,171.97
Installation x x = 1,171.97
Quantity Unit Price Factor Total
1.00 960.63 1.2200
PAINTER - One (1) site visit to complete priming and painting of the newly installed drywall at the new window wall. Work shall include all labor, materials, tools, and equipment necessary to deliver a clean, uniform, paint‑ready finish consistent with adjacent interior surfaces.
This line item covers limited interior painting work required to repair penetration areas created by the electrical subcontractor while accessing walls and ceilings to install new dedicated circuits for the passthrough window and the storage shed. Because no electrical drawings are available, the exact locations and quantities of penetrations are currently unknown, and the work must be performed reactively as conditions are discovered.
This interior painting scope is separate from the exterior painting work and will need to be scheduled around both the electricians’ interior work sequence and the painting subcontractor’s exterior schedule . Since this work must be completed independently inside the building—and may require short notice mobilization— timeliness is critical, which we believe fully justifies the need for this dedicated line item. 05 05 23 00 0171 1/2" Diameter x 3" Length, Zinc Plated Steel, Low Carbon/Grade 2, Hex Head Bolt
9 EA $1,142.90
Installation x x = 1,142.90
Quantity Unit Price Factor Total
80.00 11.71 1.2200
Trapeze Unistrut. Used with the lock washers.
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Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..
Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Electrical
10 05 05 23 00 1226 LF 3/8" Diameter, Hot Dipped Galvanized Steel, Low Carbon Threaded Rod $1,629.92 Installation x x = 1,629.92
Quantity Unit Price Factor Total
160.00 8.35 1.2200
Trapeze rack for installation of electrical conduit, 18" x 2 = 32" per rack. Approx. 600 LF @ 1 trapeze per 10 Ft. = 0. 60 x 32" = 160 LF
11 05 43 00 00 0025 EA 3/8-16, Steel Lock Nut With Spring For Unistrut Channel $1,455.95 Installation x x = 1,455.95
Quantity Unit Price Factor Total
130.00 9.18 1.2200
Trapeze rack for installation of electrical conduit. One lock nut with spring to connect all thread to Unistrut channel, 2 per trapeze, total 130 qty.
12 05 43 00 00 0049 EA Up To 3/8" Rod, Beam Clamp Clevis Hanger (Unistrut P2674) $4,513.76 Installation x x = 4,513.76
Quantity Unit Price Factor Total
130.00 28.46 1.2200
Trapeze rack for installation of electrical conduit.
07 84 13 19 0096 1-1/2" Diameter Hole With 3/4" Pipe, Sealed With Intumescent Firestop Sealant (STI SpecSeal SSS Series)
13 EA $417.61
Installation x x = 417.61
Quantity Unit Price Factor Total
10.00 34.23 1.2200
Fire stopping for electrical devices.
14 07 84 16 00 0004 EA 2 Gang Outlet Box, Intumescent Firestop Putty Exterior Wrap (3M MPP+) $145.30 Installation x x = 145.30
Quantity Unit Price Factor Total
2.00 59.55 1.2200
Fire stopping for electrical devices.
15 07 84 43 00 0076 CLF 1/4" x 3/8" Joint, Intumescent Firestop Sealant (STI SpecSeal SSS Series) $622.02 Installation x x = 622.02
Quantity Unit Price Factor Total
1.00 509.85 1.2200
Fire stopping for electrical devices.
16 07 84 43 00 0076 0095 For Up To 4 CLF, Add $70.22
Installation x x = 70.22
Quantity Unit Price Factor Total
2.00 28.78 1.2200
26 01 20 91 0004 Lock Out Padlock DeviceIncludes the installation and removal of pad lock when required
17 EA $43.68
Installation x x = 43.68
Quantity Unit Price Factor Total
2.00 17.90 1.2200
26 01 20 91 0005 Lock Out TagsIncludes filling out tag information, installation and removal of identifying tags.
18 EA $15.10
Installation x x = 15.10
Quantity Unit Price Factor Total
2.00 6.19 1.2200
19 26 01 20 91 0008 EA Lighting, Existing Circuit Tracing Per Circuit $1,817.80 Installation x x = 1,817.80
Quantity Unit Price Factor Total
40.00 37.25 1.2200
20 26 01 50 53 0010 EA Removal And Replacement Of Screw Mount Lampholder $120.23 Installation x x = 120.23
Quantity Unit Price Factor Total
5.00 19.71 1.2200
21 26 05 29 00 0006 EA >1' To 2' Length x 1-5/8" Wide x 1-5/8" High, 14 Gauge, Steel Unistrut Channel $2,631.97 Installation x x = 2,631.97
Quantity Unit Price Factor Total
65.00 33.19 1.2200
STEEL UNISTRUT CHANNEL
Trapeze Unistrut supports for four (4) new dedicated circuits, total 650 LF. Code requires support for every 10 LF of conduit.
• 650 LF ÷ 10’ = Total Supports, 65 qty.
3/16/2026
Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..
Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Electrical
22 26 05 29 00 0041 EA Steel End Cap, Unistrut Channel Fittings $1,105.44 Installation x x = 1,105.44
Quantity Unit Price Factor Total
130.00 6.97 1.2200
End Cap Fittings, 2 per trapeze. Trapeze Unistrut supports for four (4) new dedicated circuits, total 650 LF.
Code requires support for every 10 LF of conduit.
• 650 LF ÷ 10’ = Total Supports, 65 qty.
• 65 supports, two end caps per support, Total End Caps, 130 qty 23 26 05 29 00 0070 EA 2-Hole, 1-7/8" x 3-3/8", 60 Degree Angle, Steel, Unistrut Channel Fitting $2,537.60 Installation x x = 2,537.60
Quantity Unit Price Factor Total
130.00 16.00 1.2200
60 DEGREE ANGLE FITTING FOR DIAGONAL BRACING.
Trapeze Unistrut supports for four (4) new dedicated circuits, total 650 LF. Code requires support for every 10 LF of conduit.
• 650 LF ÷ 10’ = Total Supports, 65 qty.
• 65 supports, two end caps per support, Total End Caps, 130 qty. • 60 Degree Angle, Steel, Unistrut Channel Fitting for diagonal bracing, 1 at each end, total 2 per brace.
Total 130 qty.
Two (2) 60-degree fittings per diagonal brace.
24 26 05 29 00 0125 EA 1/2" Bolt Size, Steel, Square Washer For Unistrut Channel $1,909.54 Installation x x = 1,909.54
Quantity Unit Price Factor Total
260.00 6.02 1.2200
SQUARE WASHER FOR UNISTRUT.
CHANNEL. Four (4) per trapeze support, one on top and one on bottom on both sides, 2+2=4. 25 26 05 29 00 0130 EA 16" Diagonal Steel Bar Brace For Unistrut Channel $3,463.82 Installation x x = 3,463.82
Quantity Unit Price Factor Total
65.00 43.68 1.2200
UNISTRUT 60-DEGREE DIAGONAL BRACING.
Trapeze Unistrut supports for four (4) new dedicated circuits, total 650 LF. Code requires support for every 10 LF of conduit.
• 650 LF ÷ 10’ = Total Supports, 65 qty.60 Degree Angle, Steel, Unistrut Channel Fitting for diagonal bracing, 1 at each end, total 2 per brace. Total 130 qty. 26 26 05 29 00 0442 EA 1/2" Pipe Size, Zinc Plated Steel, U-Bolt $1,715.26 Installation x x = 1,715.26
Quantity Unit Price Factor Total
65.00 21.63 1.2200
U-Connector Fitting to connect conduit to Unistrut channel, one per trapeze support. 26 05 33 13 0010 3/4" Electrical Metallic Tubing (EMT) Conduit Assembly With 2 #12 Copper THHN And 1 #12 Copper Insulated Grounding ConductorIncludes conduit, set screw connectors, set screw couplings, straps, wire as indicated. Not for use where detail is available.
27 CLF $3,558.89
Installation x x = 3,558.89
Quantity Unit Price Factor Total
2.00 1,458.56 1.2200
Remove and reinstall outlet circuits mounted to exterior of building for Demo and installation of new siding. 28 26 05 33 13 0010 0020 For Work In Restricted Working Space, Add $900.16 Installation x x = 900.16
Quantity Unit Price Factor Total
2.00 368.92 1.2200
26 05 33 13 0011 3/4" Electrical Metallic Tubing (EMT) Conduit Assembly With 3 #12 Copper THHN And 1 #12 Copper Insulated Grounding ConductorIncludes conduit, set screw connectors, set screw couplings, straps, wire as indicated. Not for use where detail is available.
29 CLF $3,845.39
Installation x x = 3,845.39
Quantity Unit Price Factor Total
2.00 1,575.98 1.2200
Switched lighting circuits. Remove and reinstall switched circuits mounted to exterior of building for Demo and installation of new siding.
3/16/2026
Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..
Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Electrical
30 26 05 33 13 0011 0020 For Work In Restricted Working Space, Add $971.90 Installation x x = 971.90
Quantity Unit Price Factor Total
2.00 398.32 1.2200
26 05 33 13 0012 3/4" Electrical Metallic Tubing (EMT) Conduit Assembly With 4 #12 Copper THHN And 1 #12 Copper Insulated Grounding ConductorIncludes conduit, set screw connectors, set screw couplings, straps, wire as indicated. Not for use where detail is available.
31 CLF $5,164.84
Installation x x = 5,164.84
Quantity Unit Price Factor Total
2.50 1,693.39 1.2200
INSTALLATION OF (4) NEW DEDICATED CIRCUITS.
Provide and install four (4) new dedicated electrical circuits to support new equipment and structures, including the pass through window operator, exhaust/ventilation fan, and a new Tuff Shed.
1. Install (2) New Dedicated Circuits for Pass Through Window & Fan Tasks Included
• Circuit #1 – Fan:
o Install a new dedicated 120V circuit from the main electrical panel to the fan location. o Size circuit and breaker per manufacturer specifications and NEC requirements. o Provide new wiring, junction boxes, switches, and connections as needed. • Circuit #2 – Pass Through Window Operator:
o Install a new dedicated 120V circuit to power the automated open/close mechanism of the new pass through window.
o Route wiring to control location per manufacturer guidance. o Provide surge protection or isolated circuit components if required by equipment specs.
Additional Work
• Label new breakers and circuit conductors.
• Verify proper grounding and bonding.
• Test both circuits and confirm correct operation of equipment .
2. Install (2) New Dedicated Circuits to New Tuff Shed
Tasks Included
• Provide and install two (2) new dedicated 120V circuits from the main electrical panel to the Tuff Shed. • Excavate and install exterior rated conduit (underground or above ground per site conditions and code). • Pull conductors sized appropriately for load, distance, and voltage drop requirements. • Install exterior rated junction boxes, weatherproof fittings, and transitions into the shed. • Provide interior distribution points or receptacles inside the shed depending on required usage.
Additional Work
• Install GFCI protected circuits required by NEC standards for outbuildings. • Bond and ground the shed per electrical code.
• Test circuits for correct voltage, polarity, and load handling. 32 26 05 33 13 0012 0020 For Work In Restricted Working Space, Add $1,304.55 Installation x x = 1,304.55
Quantity Unit Price Factor Total
2.50 427.72 1.2200
33 26 27 26 00 0068 EA 20 Amperes, Ground Fault Circuit Interrupter (GFCI), Duplex Receptacle $178.07 Installation x x = 178.07
Quantity Unit Price Factor Total
2.00 72.98 1.2200
Add one (1) in the Tuff Shed and one (1) in the kitchen next to the new window., total 2. 26 51 19 00 0280 4' Length, 4,000 Lumens, Surface Mount, Wraparound LED Fixture (Lithonia LBL4)
34 EA $479.96
Installation x x = 479.96
Quantity Unit Price Factor Total
1.00 393.41 1.2200
Add ceiling fixture in new Tuff Shed.
26 51 19 00 0673 5,183 Lumens, 45 Watt, Yoke Mount, Wet Location, NEMA 4X, 7 x 6 Optic, Glass Lens, LED Floodlight (Cooper Champ® Pro PFM5L)
35 EA $9,217.31
Installation x x = 9,217.31
Quantity Unit Price Factor Total
3.00 2,518.39 1.2200
Rewire and install (3) exterior floodlight fixtures in the receiving area.
3/16/2026
Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..
Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Electrical
26 56 19 00 0191 40 LEDs, 89 Watt, Pole Mount, LED Architectural Area Fixture (Lithonia DSXO LED)
36 EA $6,795.57
Installation x x = 6,795.57
Quantity Unit Price Factor Total
2.00 2,785.07 1.2200
Wire and install (2) new light fixtures on the Light Post at the main entrance. 26 56 19 00 0230 20 LEDs, 47 Watt, 4000K CCT, Wall Mount, LED Architectural Area Fixture (Lithonia DSXW2 LED)
37 EA $7,290.96
Installation x x = 7,290.96
Quantity Unit Price Factor Total
5.00 1,195.24 1.2200
Wire and install (5) sconce light fixtures on the front of the building.
Subtotal for Electrical $77,735.97
Framing
05 41 00 00 0009 3-5/8" Width, 16" On Center, 16 Gauge, Load Bearing, Structural Metal Stud Framing With Tracks And Runners
38 SF $1,283.64
Installation x x = 1,144.26
Quantity Unit Price Factor Total
96.00 9.77 1.2200
Demolition 96.00 x 1.19 x 1.2200 = 139.37
EXTERIOR WALL REPLACEMENT (PASS-THROUGH WINDOW WALL).
• Exterior Wall Dimensions: 12’x8’ = 96 SF.
39 05 41 00 00 0009 0215 For Up To 200, Add $299.83
Installation x x = 299.83
Quantity Unit Price Factor Total
96.00 2.56 1.2200
06 05 23 00 0324 1-3/8" Wide x 22-5/16" Long, 16 Gauge, Galvanized Retrofit Plate Strap (Simpson Strong Tie® RPS22)
40 EA $19.79
Installation x x = 19.79
Quantity Unit Price Factor Total
2.00 8.11 1.2200
Structural reinforcement hardware for new wall.
41 06 16 33 00 0013 SF 5/8" Interior BC Plywood Wall SheathingApplied to wall studs. $572.72 Installation x x = 423.97
Quantity Unit Price Factor Total
96.00 3.62 1.2200
Demolition 96.00 x 1.27 x 1.2200 = 148.74
EXTERIOR WALL REPLACEMENT (PASS-THROUGH WINDOW WALL).
• Exterior Wall Sheathing Dimensions: 12’x8’ = 96 SF.
42 06 16 33 00 0013 0005 For Shear Wall Construction, Add $56.22 Installation x x = 56.22
Quantity Unit Price Factor Total
96.00 0.48 1.2200
43 06 16 33 00 0013 0006 For Exterior CC Grade Plywood, Add $21.08 Installation x x = 21.08
Quantity Unit Price Factor Total
96.00 0.18 1.2200
44 06 16 33 00 0013 0007 For Application To Metal Studs, Joists, Or Rafters, Add $56.22 Installation x x = 56.22
Quantity Unit Price Factor Total
96.00 0.48 1.2200
06 16 33 00 0013 0011 For Selective Replacement <400 (Includes Removal Of Damaged Plywood And Fitting New Plywood To Size), Add
45 $423.97
Installation x x = 423.97
Quantity Unit Price Factor Total
96.00 3.62 1.2200
46 06 16 33 00 0014 SF 3/4" Interior BC Plywood Wall SheathingApplied to wall studs. $310.76 Installation x x = 310.76
Quantity Unit Price Factor Total
64.00 3.98 1.2200
Exterior wall protection cover the opending at night.
3/16/2026
Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..
Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Framing
47 06 16 33 00 0014 0005 For Shear Wall Construction, Add $60.90 Installation x x = 60.90
Quantity Unit Price Factor Total
96.00 0.52 1.2200
48 06 16 33 00 0014 0006 For Exterior CC Grade Plywood, Add $24.60 Installation x x = 24.60
Quantity Unit Price Factor Total
96.00 0.21 1.2200
06 16 33 00 0014 0011 For Selective Replacement <400 (Includes Removal Of Damaged Plywood And Fitting New Plywood To Size), Add
49 $456.77
Installation x x = 456.77
Quantity Unit Price Factor Total
96.00 3.90 1.2200
50 07 21 16 00 0038 SF 3-1/2" Unfaced, R-11 Mineral Wool Flexible Insulation $233.07 Installation x x = 233.07
Quantity Unit Price Factor Total
96.00 1.99 1.2200
Exterior wall insulation at new kitchen window wall.
Subtotal for Framing $3,819.57
FRP
01 31 33 00 0002 Carpenter Minimum ChargeThis task should not be used in conjunction with any other tasks utilizing this labor trade, unless approved by owner. Task quantity is 1, unless approved by owner.
51 EA $1,507.65
Installation x x = 1,507.65
Quantity Unit Price Factor Total
1.00 1,235.78 1.2200
CARPENTER
One (1) site visit to install new Fiberglass Reinforced Panels (FRP) on the surface of the new wall in the kitchen around the new pass-through window. 1
1. Surface Preparation - Inspect the substrate to ensure it is clean, dry, level, and properly prepared for FRP installation. Verify that all drywall or backing material around the passthrough window is secure and free of defects.
2. FRP Panel Installation - Cut FRP panels to fit the wall layout around the new passthrough opening , ensuring precise alignment and clean edges.
Apply FRP adhesive per manufacturer specifications. Install FRP panels onto the wall surface, ensuring full adhesion, uniform pressure, and proper bonding.
Seal panel joints using manufacturer‑approved trim pieces and sealant (inside corners, outside corners, edge trim, H‑molding as required).
3. Finishing & Detailing - Ensure all seams, edges, and cuts are clean and properly aligned. Confirm that panels sit flush with window trim and adjacent surfaces.
Remove excess adhesive and ensure a professional, sanitary, and durable installation.
4. Cleanup - Remove debris, adhesive residue, and all installation‑related waste.
Leave the work area clean and free of hazards.
Subtotal for FRP $1,507.65
NPP
52 06 00 00 00 0002 LS Tuff Shed - Sundance Ranch Garage 12'x20' $23,599.18 Installation x x = 23,599.18
Quantity Unit Price Factor Total
NPP
1.00 18,879.34 1.2500
NON-PRE-PRICED QUOTEThe Home DepotSundance Ranch Garage - 12'x20'. 8'x7' roll up garage door, 4' x 6'7" single shed man door, house wrap, horizontal cement lap siding, ridge vent, 24” shelving. Includes engineering and permitting fees, and delivery to jobsite. All labor and materials are included for complete installation. • Estimated Vendor Cost, $18,879.35. • General Contractor NPP Adjustment Factor, 1.25. • $18,879.35 x 1.25 = $23,599.19. • Total Tuff Shed NPP Cost, $23,599.19.The Home Depot Online Web Quote Number #: 3823636
Subtotal for NPP $23,599.18
NPP Awning
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Contractor's Price Proposal - Detail
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Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
NPP Awning
53 08 00 00 00 0002 LS Custom Canvas Awnings with Custom Logos $15,437.50 Installation x x = 15,437.50
Quantity Unit Price Factor Total
NPP
1.00 12,350.00 1.2500
CANVAS AWNINGS (NPP)
Wen Han Awning
Provide and install three new custom sized canvas awnings with custom logos imprinted on the two larger awnings, the smaller awning does not have a logo. Framed with 1” galvanized square tubing using Sunbella Forest Green #6037 colored fabric with white trim approved by owner.
Estimated Awning Subcontractor Cost, $12,350.00.
• General Contractor NPP Adjustment Factor, 1.25.
• $12,350.00 x 1.25 = $15,437.50.
• General Contractor Total Cost, $15,437.50.
CONTACT INFORMATION:
Wen Han Awning
14583 E. 14th Street Unit
San Leandro CA 94578
(510) 368-2585
[email protected]
CSLB # 556289
Subtotal for NPP Awning $15,437.50
NPP Window
54 08 00 00 00 0001 LS Bi-Parting Window CA Retail Food Compliant $14,230.63 Installation x x = 14,230.63
Quantity Unit Price Factor Total
NPP
1.00 11,384.50 1.2500
KITCHEN PASSTHROUGH WINDOW (NPP)
East County Glass & Window, Inc.
Kitchen Passthrough Window
• Product Quoted: 131 Bi-Parting Window with inside mount unheated air curtain to provide a barrier against insects and dust.
• Operation: Fully Automatic Electric
• Frame Size: 53.5”w x 35.75”h
• Service Opening: 14”W x 29.5”H - West Coast Restricted • Glass: 1/4" Low E Tempered Hard Coat.
• Prevailing wage rates.
• Complies with California Retail Food Code.
• Excludes electrical, drywall, FRP.
Estimated Window Subcontractor Cost, $11,384.50.
General Contractor Non-Pre-Priced Adjustment Factor, 1.25. $11,384.50 x 1.25 = $14,230.63
General Contractor Total Cost, $14,230.63
Subtotal for NPP Window $14,230.63
Paint
55 01 22 23 00 0898 DAY 2,000 PSI Pressure Washer With Full-Time Operator $4,129.75 Installation x x = 4,129.75
Quantity Unit Price Factor Total
4.00 846.26 1.2200
PRESSURE WASHING
Provide all labor, equipment, and materials necessary to pressure wash the entire exterior building surface prior to the application of any primer or finish coatings. Work includes washing of all siding surfaces, soffits, fascia, exterior trim, and all exposed concrete columns. Pressure washing shall be performed in accordance with best industry practices to ensure a clean, sound, and contaminant free substrate suitable for painting. All cleaning operations shall be completed using controlled pressure levels appropriate for fiber cement siding, wood trim, concrete, and adjacent materials to avoid damage. The contractor shall take all necessary precautions to protect landscaping, windows, doors, electrical components, and any other surfaces not intended to be washed.
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Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Paint
56 09 91 13 00 0016 SF 1 Coat Filler, Brush Work, Paint Exterior Concrete Walls $1,844.64 Installation x x = 1,844.64
Quantity Unit Price Factor Total
1,260.00 1.20 1.2200
PAINT CONCRETE COLUMNS
57 09 91 13 00 0017 SF 2 Coats Paint, Brush Work, Paint Exterior Concrete Walls $3,520.19 Installation x x = 3,520.19
Quantity Unit Price Factor Total
1,260.00 2.29 1.2200
PAINT CONCRETE COLUMNS
58 09 91 13 00 0103 LF 1 Coat Paint, Cut-in Brush Work, Paint Exterior Wood Smooth Siding $348.77 Installation x x = 348.77
Quantity Unit Price Factor Total
1,021.00 0.28 1.2200
1 COAT PAINT, CUT-IN WALL SURFACES
09 91 13 00 0114 1 Coat Primer, Brush Work, Paint Exterior Wood Rough (Shingles, Shakes Or Rough Sawn) Siding
59 SF $17,075.73
Installation x x = 17,075.73
Quantity Unit Price Factor Total
6,450.00 2.17 1.2200
PAINT EXTERIOR SIDING.
09 91 13 00 0116 2 Coats Paint, Brush Work, Paint Exterior Wood Rough (Shingles, Shakes Or Rough Sawn) Siding
60 SF $31,239.93
Installation x x = 31,239.93
Quantity Unit Price Factor Total
6,450.00 3.97 1.2200
PAINT EXTERIOR SIDING.
61 09 91 13 00 0234 LF 1 Coat Primer, Brush/Roller Work, Paint Exterior Wood Door Frame And Trim $32.77 Installation x x = 32.77
Quantity Unit Price Factor Total
17.00 1.58 1.2200
EXTERIOR SIDE ONLY
62 09 91 13 00 0235 LF 1 Coat Paint, Brush/Roller Work, Paint Exterior Wood Door Frame And Trim $42.31 Installation x x = 42.31
Quantity Unit Price Factor Total
17.00 2.04 1.2200
EXTERIOR SIDE ONLY
63 09 91 13 00 0236 LF 2 Coats Paint, Brush/Roller Work, Paint Exterior Wood Door Frame And Trim $71.14 Installation x x = 71.14
Quantity Unit Price Factor Total
17.00 3.43 1.2200
EXTERIOR SIDE ONLY
64 09 91 13 00 0341 LF 1 Coat Primer, 1/2" To 1-1/2" Diameter, Paint Conduit Or Steel Pipe $1,348.10 Installation x x = 1,348.10
Quantity Unit Price Factor Total
500.00 2.21 1.2200
65 09 91 13 00 0346 LF 1 Coat Paint, 1/2"To 1-1/2" Diameter, Paint Conduit Or Steel Pipe $1,348.10 Installation x x = 1,348.10
Quantity Unit Price Factor Total
500.00 2.21 1.2200
66 09 91 13 00 0351 LF 2 Coats Paint, 1/2" To 1-1/2" Diameter, Paint Conduit Or Steel Pipe $2,757.20 Installation x x = 2,757.20
Quantity Unit Price Factor Total
500.00 4.52 1.2200
67 09 91 13 00 0356 EA 1 Coat Paint, Paint Exposed Single Or Double Gang Outlet Box $79.13 Installation x x = 79.13
Quantity Unit Price Factor Total
6.00 10.81 1.2200
68 09 91 13 00 0483 SF 1 Coat Primer, Brush Work, Paint Exterior Wood Trim $1,355.42 Installation x x = 1,355.42
Quantity Unit Price Factor Total
505.00 2.20 1.2200
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Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Paint
69 09 91 13 00 0485 SF 2 Coats Paint, Brush Work, Paint Exterior Wood Trim $2,680.04 Installation x x = 2,680.04
Quantity Unit Price Factor Total
505.00 4.35 1.2200
70 09 91 13 00 0486 SF 1 Coat Primer, Brush/Roller Work, Paint Exterior Wood Trim $2,327.56 Installation x x = 2,327.56
Quantity Unit Price Factor Total
1,084.00 1.76 1.2200
Primer building fascia.
71 09 91 13 00 0487 SF 1 Coat Paint, Brush/Roller Work, Paint Exterior Wood Trim $2,592.06 Installation x x = 2,592.06
Quantity Unit Price Factor Total
1,084.00 1.96 1.2200
Paint building fascia.
Subtotal for Paint $72,792.84
Painting/Electrical
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Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Painting/Electrical
01 66 19 00 0047 Transfer Delivered Materials Distances Greater Than 125', Per CY Of Material Per 125'
72 CY $1,957.19
Installation x x = 1,957.19
Quantity Unit Price Factor Total
225.00 7.13 1.2200
Cost Justification: Material Transfer Beyond Included 125’ Distance The additional cost associated with transferring materials more than 125 feet from the delivery point is justified based on the increased labor hours, equipment needs, and productivity impacts required to perform this work safely and in compliance with project requirements.
1. Increased Labor Time
Standard delivery includes only the first 125 feet of material movement. Transporting materials beyond this limit significantly increases handling time for each load. • Additional walking distance, repeated trips, and staging effort result in measurable added labor hours . • Larger or heavier materials (paint buckets, conduit bundles, fixtures, siding) require team lifts, further increasing labor requirements.
• Labor must be performed by trained personnel to maintain project safety standards.
Justification: More distance = more time per load, multiplying overall labor effort. ________________________________________
2. Need for Material Handling Equipment
Extended distance transport requires additional equipment not included in standard delivery services, such as:
• Heavy duty carts and dollies
• Material lifts or platform carts
• Protective equipment for weather sensitive items (tarps, containers) This equipment must be mobilized, operated, and maintained specifically for the transfer operation.
Justification: Additional equipment represents a direct project cost to enable safe and efficient movement of materials over extended distances.
________________________________________
3. Productivity Impacts
Material movement across long distances reduces available work time for painting and electrical crews. To maintain production schedules:
• Material handling tasks must be performed separately from skilled trade labor. • Additional personnel or extended hours are required to avoid slowing down the primary scope of work.
Justification: Without dedicated material handling labor, overall project productivity and schedule performance would be negatively impacted.
________________________________________
4. Site Access & Safety Requirements
The site will have occupied areas that require:
• Slower movement of loads
• Extra planning for safe travel paths
• Compliance with site specific safety protocols (PPE, spotters, controlled paths) These requirements increase the time and effort needed for each transport cycle .
Justification: Long distance movement under constrained site conditions increases complexity, risk, and labor demand.
________________________________________
5. Protection and Staging of Materials
To support ongoing operations, materials must be staged properly:
• Weather protection for paint and coatings
• Secure storage locations for electrical components and fixtures • Organization to prevent loss, damage, and contamination This staging process requires additional labor and time beyond simple transport.
Justification: Proper staging preserves material integrity, prevents waste, and ensures operational readiness for field crews.
________________________________________
Summary
The added cost reflects the legitimate increase in labor, equipment, logistics, and safety measures required to move and stage materials over distances exceeding the 125 ’ included delivery range. These activities are necessary to maintain schedule, ensure worker safety, and support continuous project progress.
Subtotal for Painting/Electrical $1,957.19
Plumbing
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Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Plumbing
01 31 33 00 0015 Plumber Minimum ChargeThis task should not be used in conjunction with any other tasks utilizing this labor trade, unless approved by owner. Task quantity is 1, unless approved by owner.
73 EA $8,022.57
Installation x x = 8,022.57
Quantity Unit Price Factor Total
4.00 1,643.97 1.2200
PLUMBER MINIMUM CHARGE
Multiple site visits by the plumber to remove exterior plumbing fixtures and boxes to allow the siding crew to remove and install new Hardie plank siding on each side to the building at separate times. • West Elevation
• North Elevation
• East Elevation
• South Elevation.
Subtotal for Plumbing $8,022.57
Safety
74 01 56 26 00 0182 LF 48" High With Posts At 8' On Center, Plastic Mesh Temporary Safety Fence $2,491.95 Installation x x = 2,491.95
Quantity Unit Price Factor Total
577.00 3.54 1.2200
Temporary fencing around the perimeter of the building during siding and painting.
Subtotal for Safety $2,491.95
Siding
01 22 20 00 0023 LaborerFor tasks not included in the Construction Task Catalog® and as directed by owner only.
75 HR $8,413.41
Installation x x = 8,413.41
Quantity Unit Price Factor Total
76.00 90.74 1.2200
1. Interior Protection and Temporary Enclosures
• The laborer to remove and reinstall plastic sheeting for dust control each day on the interior side of the stud wall during demolition of the kitchen wall and installation of the new window. All temporary barriers shall be maintained to ensure the kitchen area remains protected from dust, debris, and contamination throughout the duration of the work.
2. Material Handling and Hardie Board Transport
• Following saw cutting of Hardie board in the Service Yard, the laborer shall hand carry the cut panels to designated installation locations within the building.
• The laborer will ensure that all material movement is conducted safely and without damage to building finishes or construction materials.
3. Site Cleanliness and Containment Area Maintenance
• The laborer shall maintain a clean and orderly containment area in the Service Yard at all times . • Responsibilities include collecting, organizing, and properly disposing of cut pieces, debris, and unused cement fiber planks.
• The work area will be kept clear of slip/trip hazards and cleaned at regular intervals and at the end of each workday.
4. Interior Cleanup and Daily Restoration
• The laborer may be tasked with cleaning interior areas affected by drywall , electrical, or related construction activities.
• Cleanup responsibilities may include sweeping, vacuuming, debris removal, and wiping down surfaces as needed to maintain safe and clean work conditions.
• At the conclusion of each day’s electrical work, the laborer shall reinstall any removed ceiling tiles to restore areas impacted by overhead work.
01 22 23 00 1213 5,000 Lb. Capacity, Telescopic Boom, Hi-Reach, Rough Terrain Construction Forklift With Full-Time Operator
76 WK $7,741.29
Installation x x = 7,741.29
Quantity Unit Price Factor Total
1.00 6,345.32 1.2200
FORKLIFT.
Provide a forklift and operator to off‑load Hardie Plank siding and fiber‑cement trim materials from delivery trucks as required for the project. Forklift operations shall include safe handling, unloading, and placement of materials in the designated staging areas identified by the owner. Vertical hoisting or placement of materials above ground level. All work shall be performed in accordance with applicable safety regulations, manufacturer handling requirements, and site‑specific logistics constraints.
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Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Siding
01 54 23 00 0013 Heavy-Duty Masonry Scaffolding With Bracing Accessories - Area Based On 4' Wide Sections (CCF / Month)
77 CCF $49,227.22
Installation x x = 49,227.22
Quantity Unit Price Factor Total
578.00 69.81 1.2200
ESTIMATED SCAFFOLDING FOR TWO MONTHS.
• Estimated Scaffolding West Elevation, 89 CCF.
• Estimated Scaffolding North Elevation, 80 CCF.
• Estimated Scaffolding South Elevation, 73 CCF.
• Estimated Scaffolding East Elevation, 47 CCF.
• 89+80+73+47 = 289 CCF.
• 289 CCF per month x 2 months = 578 CCF.
• Estimated Total Scaffolding, 578 CCF.
01 54 23 00 0019 Up To 20' Height Heavy-Duty Masonry Scaffolding Initial Erection And Final Dismantling, Per CCF Of Scaffolding And Accessories.
78 CCF $35,042.93
Installation x x = 35,042.93
Quantity Unit Price Factor Total
289.00 99.39 1.2200
ERECTION AND FINAL DISMANTLING.
• Estimated Scaffolding West Elevation, 89 CCF.
• Estimated Scaffolding North Elevation, 80 CCF.
• Estimated Scaffolding South Elevation, 73 CCF.
• Estimated Scaffolding East Elevation, 47 CCF.
• 89+80+73+47 = 289 CCF.
79 01 54 23 00 0025 CSF Netting for Exterior Building ScaffoldingIncludes removal after use. $4,638.19 Installation x x = 4,638.19
Quantity Unit Price Factor Total
86.70 43.85 1.2200
NETTING - Estimated netting for scaffolding, 1,084 LF x 8" = 8,672 SF converts to 86.7 CSF. 80 01 55 26 00 0021 CLF 3", 4 Mil Polyethylene Printed Barricade Tape, Non-Fluorescent $131.76 Installation x x = 131.76
Quantity Unit Price Factor Total
10.00 10.80 1.2200
Pedestrian Safety
81 01 55 26 00 0025 CLF 3" Exterior Vinyl Tape (Warning Tape) $249.12 Installation x x = 249.12
Quantity Unit Price Factor Total
10.00 20.42 1.2200
Pedestrian Safety
82 01 55 26 00 0029 LF 6" Linear Delineation System $382.59 Installation x x = 382.59
Quantity Unit Price Factor Total
20.00 15.68 1.2200
Pedestrian Safety
83 01 55 26 00 0034 MO 28" Cone With Reflective Collar $289.87 Installation x x = 289.87
Quantity Unit Price Factor Total
30.00 7.92 1.2200
Pedestrian Safety
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.
84 EA $3,693.06
Installation x x = 3,693.06
Quantity Unit Price Factor Total
2.00 1,513.55 1.2200
DELIVERY OF FORKLIFT.
• Delivery of forklift to unload Hardi plank material from truck and store onsite.
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Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Siding
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.
85 EA $1,846.53
Installation x x = 1,846.53
Quantity Unit Price Factor Total
1.00 1,513.55 1.2200
DELIVERY OF SCAFFOLDING.
• Mobilization and demobilization of scaffolding to and from the jobsite . 01 74 19 00 0016 40 CY Dumpster (6 Ton) "Construction Debris"Includes delivery of dumpster, rental cost, pick-up cost, hauling, and disposal fee. Non-hazardous material. 86 EA $24,766.00
Installation x x = 24,766.00
Quantity Unit Price Factor Total
20.00 1,015.00 1.2200
DISPOSAL OF EXISTING SIDING
• Each Hardie plank is 12 feet in length and weights 125 lbs. • Based on the take off calculations there are a quantity of 1,848 planks. • 1,848 planks x 125 lbs. = 231,000 lbs.
• 2,000 lbs. converts to 1 ton.
• 231,000 lbs. ÷ 2,000 = 115.5 tons.
• ESTIMATED TOTAL TONNAGE, 116 TONS.
40 CY Dumpster (6 Ton) “Construction Debris”
• 116 tons ÷ 6 tons = 19.33 dumpsters.
• Estimated 20 Disposal Containers.
87 06 05 23 00 0003 EA 1/2" Diameter x 7-1/2" Long, Threaded Anchor Bolt $117.80 Installation x x = 117.80
Quantity Unit Price Factor Total
4.00 24.14 1.2200
Structural reinforcement of new wall for the rough opening for the new window. 06 05 23 00 0007 1-7/16" x 2-1/2", 18 Gauge, Galvanized Framing Angle Anchor (Simpson Strong Tie® A34)
88 EA $106.14
Installation x x = 106.14
Quantity Unit Price Factor Total
10.00 8.70 1.2200
Structural reinforcement of new wall for the rough opening for the new window. 06 05 23 00 0029 14" High x 2-1/2" Wide x 2-1/2" Deep, 7 Gauge, Galvanized Hold Downs (Simpson Strong Tie® HD9B)
89 EA $310.22
Installation x x = 310.22
Quantity Unit Price Factor Total
2.00 127.14 1.2200
Structural reinforcement of new wall for the rough opening for the new window. 06 05 23 00 0057 Adjustable And Standoff 4" x 4" Post Base, With Bolts (Simpson Strong Tie® ABA44)
90 EA $86.55
Installation x x = 86.55
Quantity Unit Price Factor Total
2.00 35.47 1.2200
Structural reinforcement of new wall for the rough opening for the new window.
3/16/2026
Contractor's Price Proposal - Detail
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Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Siding
91 06 05 23 00 0240 EA #10 x 1-1/2" Galvanized Steel Screw $29,676.45 Installation x x = 29,676.45
Quantity Unit Price Factor Total
9,214.00 2.64 1.2200
SIDING FASTENERS
Provide and install mechanical fasteners for Hardie Plank siding and starter strip in accordance with industry standards. Fastener quantities are based on a stud spacing of 16 inches on center (1.4 feet O.C.).
Siding and Starter Strip Lengths
• Starter Strip: 1,084 LF.
o 1,084 LF ÷ 1.4’ O.C. = 774 fasteners.
o 774 x 2 =1,549 fasteners.
• Plank Siding Coverage: 6,450 SF.
o 6,450 SF ÷ 1.4’ O.C. = 4,607 fasteners.
o 4,607 x 2 = 9,214 fasteners.
Calculated Fastener Quantities
Based on stud spacing at 1.4 feet O.C.:, 2 fasteners per stud.
Summary
• Total estimated fasteners for starter strip:
o 774 (1 fastener per stud)
o 1,549 (2 fasteners per stud)
• Total estimated fasteners for plank siding:
o 4,607 (1 fastener per stud)
o 9,214 (2 fasteners per stud)
These quantities represent estimated fastener counts required to complete the work and are based on the siding area and linear footage performed during takeoffs . 92 07 26 13 00 0009 CLF 9" Wide Self Adhesive Butyl Sealing Tape $751.47 Installation x x = 751.47
Quantity Unit Price Factor Total
2.00 307.98 1.2200
SEALING TAPE. Install for sealing at pipe penetrations, wall interfaces, windows, and doors to create a watertight barrier behind exterior trims, preventing air and moisture infiltration. Apply a continuous strip of butyl tape behind trim components such as J‑channels, corner boards, Z‑flashing, and at transitions between different siding materials to ensure a durable, weather‑resistant seal. Estimated total length is 200 LF. 93 07 26 13 00 0010 CSF Building Wrap (Tyvek) $7,616.77 Installation x x = 7,616.77
Quantity Unit Price Factor Total
65.00 96.05 1.2200
BUILDING WRAP
• Estimated Total Siding at West Elevation, 1,816 SF.
• Estimated Total Siding at North Elevation, 1,971 SF.
• Estimated Total Siding at South Elevation, 1,064 SF.
• Estimated Total Siding at West Elevation, 1,590 SF.
• ESTIMATED TOTAL SIDING QUANITY, 6,450 SF.
94 07 46 46 00 0008 LF Starter Strip, Fiber Cement Lap Siding $3,187.18 Installation x x = 2,248.22
Quantity Unit Price Factor Total
1,084.00 1.70 1.2200
Demolition 1,084.00 x 0.71 x 1.2200 = 938.96
LENGTHS OF WALLS
WEST ELEVATION
23+13+39++39+21+21+34+28+62+28= 311 LF.
NORTH ELEVATION
86+32+72+14+20+32+31= 287 LF.
SOUTH ELEVATION
85+85+24=193 LF.
EAST ELEVATION
129+94+70=292 LF
311+287+193+292= 1,084 LF
ESTIMATED TOTAL = 1,084 LF.
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Contractor's Price Proposal - Detail
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Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Siding
95 07 46 46 00 0010 SF Fiber Cement Shingle Siding $107,097.09 Installation x x = 86,637.69
Quantity Unit Price Factor Total
6,450.00 11.01 1.2200
Demolition 6,450.00 x 2.60 x 1.2200 = 20,459.40
ARTISAN® SIDING WITH SQUARE CHANNEL LOCK JOINT SYSTEM.
• Estimated Total Siding at West Elevation, 1,816 SF.
• Estimated Total Siding at North Elevation, 1,971 SF.
• Estimated Total Siding at South Elevation, 1,064 SF.
• Estimated Total Siding at West Elevation, 1,590 SF.
• ESTIMATED TOTAL SIDING QUANITY, 6,450 SF.
96 07 46 46 00 0015 LF 4" Wide, 7/16" Thick, Fiber Cement Trim Board $4,161.27 Installation x x = 4,161.27
Quantity Unit Price Factor Total
912.00 3.74 1.2200
Fiber Cement Trim Board
Total Building Exterior Corners (vertical), 57 qty.
Total Trim, 2 per Corner, 114 qty.
Total Length of 8’ Trim.
114 x 8 = 912 LF.
ESTIMATED TOTAL CORNER TRIM, 912 LF.
The subontractor shall furnish and install all fiber cement trim boards required to complete the exterior corner trim scope as shown on the project drawings and specified in the contract documents. The building contains fifty‑seven (57) vertical exterior corners, each requiring two (2) trim boards, for a total of one hundred fourteen (114) boards. Based on an 8‑foot board length, the total quantity of trim necessary for this Work is calculated as:
114 boards × 8 linear feet per board = 912 linear feet (LF) of fiber cement corner trim.
This quantity represents the estimated total corner trim requirement for the project. 97 07 62 13 00 0021 SF 0.013" Thick, Mill Finish, Aluminum Flashing And Trim $25,369.83 Installation x x = 20,021.35
Quantity Unit Price Factor Total
994.00 16.51 1.2200
Demolition 800.00 x 5.48 x 1.2200 = 5,348.48
JOINT FLASHING
Hardie Planks are 12 LF.
Total Wall Area of Building, 6,450 SF.
6,450 SF ÷ 12 = Total Number of Joints 538.
Number of Vertical Corners, 57 qty.
Total Height of Corners, 456 LF.
Plank Joints, 538.
Corners, 456.
538+456= 994.
ESTIMATED TOTAL JOINT FLASHING, 994 SF.
Furnish and install all joint flashing required for the exterior fiber cement siding system in accordance with manufacturer recommendations and project specifications. Based on the total building wall area of 6,450 square feet (SF) and standard Hardie plank lengths of 12 linear feet (LF) per plank, the total number of horizontal plank joints is calculated as follows:
• 6,450 SF ÷ 12 LF per plank = 538 horizontal joints
In addition, the structure includes fifty seven (57) vertical exterior corners with a combined height of four hundred fifty six (456) linear feet, all of which require vertical joint flashing.
The total joint flashing required for the project is therefore summarized as:
• Horizontal plank joints: 538
• Vertical corner flashing: 456 LF
• Combined total: 994 SF (estimated) of joint flashing material This total of nine hundred ninety four (994) square feet represents the estimated flashing requirement for completion of the Work. Final quantities shall be verified in the field 98 07 62 13 00 0030 SF 28 Gauge, 0.019" Thick, Galvanized Steel Flashing $2,591.28 Installation x x = 1,944.68
Quantity Unit Price Factor Total
100.00 15.94 1.2200
Demolition 100.00 x 5.30 x 1.2200 = 646.60
WINDOW FLASHIN AROUND NEW PASS-THROUGH WINDOW (Materials Only) – Install galvanized steel flashing around new pass-through window.
3/16/2026
Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..
Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Siding
99 07 62 13 00 0030 0080 For Wrap Around Window Panning, Add $137.49 Installation x x = 137.49
Quantity Unit Price Factor Total
10.00 11.27 1.2200
Pass-Through Window
100 07 65 19 00 0004 LF 6" Wide Strip, 60 Mil, Neoprene Flashing $17,636.32 Installation x x = 17,636.32
Quantity Unit Price Factor Total
1,300.00 11.12 1.2200
Proposal Justification – Neoprene Flashing Quantities
Additional material quantities are required to provide and install 6-inch wide, 60‑mil neoprene flashing at all horizontal and vertical sheathing joints across the building exterior. Based on a detailed takeoff of the lower, middle, and upper building levels, the total calculated requirement is 1,300 linear feet (LF). This includes flashing at 1,084 LF of horizontal joints at the lower level, along with proportional vertical joints on all elevations derived from building height and joint spacing. Similar measurements were performed for the middle and upper levels, resulting in an additional 57 LF and 23 LF of vertical seams, respectively. These flashing components are essential to maintaining a continuous weather‑resistive barrier, protecting the building envelope from moisture intrusion, and meeting project specifications. The cumulative quantity of 1,300 LF reflects the total necessary material to complete the work in accordance with the contract documents and field‑verified building conditions.
101 07 92 13 00 0031 CLF 3/4" x 1" Joint, Acrylic/Latex Sealant And Caulking $19,847.78 Installation x x = 19,847.78
Quantity Unit Price Factor Total
21.68 750.40 1.2200
CAULKING (SIDING)
The Framing and Siding Subcontractor shall provide all labor, materials, and equipment necessary to apply caulking at all required siding transitions in accordance with project specifications and manufacturer requirements. Caulking shall be installed during the siding replacement work, including at horizontal terminations, starter strips, top courses, and other designated siding interfaces.
Wall Length Calculations
Caulking quantities are based on total linear footage of building perimeter siding surfaces, as follows:
West Elevation:
23 + 13 + 39 + 39 + 21 + 21 + 34 + 28 + 62 + 28 = 311 LF North Elevation:
86 + 32 + 72 + 14 + 20 + 32 + 31 = 287 LF
South Elevation:
85 + 85 + 24 = 193 LF
East Elevation:
129 + 94 + 70 = 292 LF
Total Wall Length:
311 + 287 + 193 + 292 = 1,084 LF
Caulking Requirements
Caulking is required at the following siding locations:
• Bottom of Starter Strip: 1,084 LF
• Top Row of Hardie Plank: 1,084 LF
Total caulking requirement:
1,084 LF × 2 = 2,168 LF
Estimated Total Caulking
2,168 Linear Feet (LF) of siding caulking
Contract Conditions
• Quantities listed above represent the estimated caulking required for the work listed and excludes caulking at windows, doors, penetrations, or trim unless specifically identified elsewhere in the contract documents.
• All caulking materials shall meet industry standards for exterior siding applications.
3/16/2026
Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..
Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Siding
102 09 22 13 13 0016 SF 2-1/2", 25 Gauge, 16" On Center, Installed On Walls, Z Furring Channel $18,107.24 Installation x x = 15,003.56
Quantity Unit Price Factor Total
2,600.00 4.73 1.2200
Demolition 1,200.00 x 2.12 x 1.2200 = 3,103.68
Proposal Justification – Z‑Metal Flashing (With Calculations Included) Additional Z‑metal flashing is required to ensure proper moisture management and drainage at the top and bottom transitions of the fiber cement siding on all building elevations. A detailed takeoff of the exterior sheathing joints shows that the lower level contains 1,084 LF of horizontal joints, which—when divided by the average wall height of 8 feet—produces 135.5 LF (≈136 LF) of vertical joint coverage. This results in a total lower‑level joint length of 1,084 LF + 136 LF = 1,220 LF, and because Z‑metal must be installed at both the top and bottom of the siding run, the required footage doubles to 1,220 LF × 2 = 2,440 LF (rounded to 2,400 LF for estimating). Similar calculations were performed for the middle level, where 452 LF of horizontal joints yields 452 ÷ 8 = 56.5 LF (≈57 LF) of vertical seams, resulting in 57 LF × 2 = 114 LF of required flashing. The upper level contains 183 LF of horizontal joints, generating 183 ÷ 8 = 23 LF of vertical seams and producing 23 LF × 2 = 46 LF of required flashing. When combined, these quantities result in a cumulative Z‑metal requirement of 2,400 LF + 114 LF + 46 LF = 2,560 LF, rounded to 2,600 LF total. These calculations represent the full extent of Z‑metal flashing needed to meet manufacturer installation requirements, provide continuous drainage protection, and maintain compliance with project specifications—thereby justifying the additional material scope.Lower Level:
• 1,084 ÷ 8 = 135.5 LF of vertical joints for lower level. • 1,084 LF of horizontal joints for lower level.
• 1,084 + 136 = total of 1,220 LF for lower level.
• Lower-Level Total Length 1,220 LF.
• 1,200 LF bottom run + 1,200 LF for top run = 2,400 LF. • Lower-Level Total = 2,400 LF.
Middle Level:
West Elevation 259 LF + North Elevation 14 LF + South Elevation 85 LF + East 94 LF = Total of 452 LF. • 452 LF ÷ 8 = 56.5 LF of vertical seams.
• 57 LF bottom run + 57 LF for top run = 114 LF.
• Middle Level Total = 114 LF.
Upper Level:
West Elevation 69 LF + North Elevation 20 LF + South Elevation 24 LF + East Elevation 70 LF = Total 183 LF. 183 LF ÷ 8 = 23 LF of vertical seams.
• 23 LF bottom run + 23 LF for top run = 46 LF.
• Upper-Level Total, 46 LF.
Total Vertical Seams: 2,400+114+46=2,600 LF.
Cumulative Total Vertical Seams: 2,600 LF.
103 09 22 13 13 0016 0412 For Walls >10' High, Add $124.93 Installation x x = 124.93
Quantity Unit Price Factor Total
160.00 0.64 1.2200
34 05 43 00 0501 Minimum Charge For Plastic Barrier Enclosure for Paint RemovalUp to an 8' x 8' area, 7' high. Includes 10 mil plastic on walls and floor. 2"x4" construction.
Excludes scaffolding.
104 EA $1,744.53
Installation x x = 1,744.53
Quantity Unit Price Factor Total
1.00 1,429.94 1.2200
PLASTIC BARRIER ENCLOSURE FOR SERVICE YARD
Provide a temporary barrier enclosure in the Service Yard to contain the silica dust generated during cutting of the cement fiber board.
Subtotal for Siding $375,092.31
Tuff Shed
01 22 23 00 1212 5,000 Lb. Capacity, Telescopic Boom, Hi-Reach, Rough Terrain Construction Forklift With Full-Time Operator
105 DAY $1,989.72
Installation x x = 1,989.72
Quantity Unit Price Factor Total
1.00 1,630.92 1.2200
FORK LIFT. Off load Tuff Shed delivery truck/trailer and place on asphalt surface in the Service Yard.
3/16/2026
Contractor's Price Proposal - Detail
Contractor's Price Proposal - Detail Continues..
Work Order Title:
Work Order Number: 147101.00
Monarch Bay Clubhouse Renovations
Subtotal for Tuff Shed $1,989.72
Window
01 31 33 00 0005 Drywall Finisher Minimum ChargeThis task should not be used in conjunction with any other tasks utilizing this labor trade, unless approved by owner. Task quantity is 1, unless approved by owner.
106 EA $1,364.95
Installation x x = 1,364.95
Quantity Unit Price Factor Total
1.00 1,118.81 1.2200
KITCHEN ONLY - DRYWALL FINISHING
Kitchen area only. The drywall
finisher will be working only on the wall and ceiling areas that have been opened up to install the new dedicated circuits. This area
must be completed in 1 day for
sanitary reasons due to food
preparation and cleanliness and to minimize down time for the kitchen staff . 01 31 33 00 0006 Drywall Installer Minimum ChargeThis task should not be used in conjunction with any other tasks utilizing this labor trade, unless approved by owner. Task quantity is 1, unless approved by owner.
107 EA $1,446.93
Installation x x = 1,446.93
Quantity Unit Price Factor Total
1.00 1,186.01 1.2200
RESTAURANT AREA - DRYWALL INSTALLATION
This line item is for the patch back and installation of drywall in the front dining area, Plan Event Room, and the Electrical Room only. Any additional work beyond one day will require a supplemental job order. 08 51 13 00 0011 Up To 6 SF, 3-1/4" Frame Depth, HC 40, Side Loading Sash, Single Hung Aluminum Window (Traco TR-9100)
108 EA $164.10
Installation x x = 0.00
Quantity Unit Price Factor Total
0.00 1,696.67 1.2200
Demolition 1.00 x 134.51 x 1.2200 = 164.10
Demo existing window
Subtotal for Window $2,975.98
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.
$620,035.97
The Percentage of NPP on this Proposal: 8.59%
3/16/2026
Contractor's Price Proposal - Detail
Subcontractor Listing
147101.00
Monarch Bay Clubhouse Renovations
IQC Master Contract #: CA-R6-GB-101723-NCM
Work Order #:
Owner PO #:
Title:
Re:
Date: March 16, 2026
Proposal Value:
Contractor: Newton Construction & Management
$620,035.97
Name of Contractor Duties Amount %
No Subcontractors have been
selected for this Work Order
$0.00 0.00
6.00
3/16/2026
Subcontractor Listing
147101.00
Title Monarch Bay Clubhouse Renovations
Re: Job Order
Date: 2/9/2026
Contractor's Non-Prepriced Worksheet
Install Price: $11,384.50 X Install Quantity: 1.25 = Install Total: $11,384.50 08 00 00 00 0001 LS Bi-Parting Window CA Retail Food Compliant
SECTION ITEM UOM DESCRIPTION
X Factor:
Line Item Total: =
1.25 $14,230.64
For Work Performed with the Contractor's Own Forces:
A.
B.
C.
Direct Labor Costs through Foreman Level
(Current Prevailing Wage 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 1.25
**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 Page 195 of 291
QUOTE
#74266-3
DATE
9/15/2025
EXPIRATION DATE
10/15/2025
TOTAL
$11,384.50
CUSTOMER
Newton Construction & Management, Inc
(408) 591-5874
[email protected]
2436 Broad St
San Luis Obispo, CA 93401
JOB INFO
Kitchen Passthrough Window
13800 Monarch Bay Dr
San Leandro, CA 94577
EAST COUNTY GLASS & WINDOW, INC.
441 E 10th St
Pittsburg, CA 94565
+1 (925) 432-1433
[email protected]
Kitchen Passthrough Window Subtotal: $11,384.50
Product Quoted: 131 Bi-Parting Window
+ inside mount unheated RAC
• Operation: Fully Automatic Electric
• Frame Size: 53.5”w x 35.75”h
• Service Opening: 14”w x 29.5”h -West Coast Restricted • Glass: 1/4" Low E Tempered Hard Coat
ITEMS QTY
Ready Access 131 Bi-Parting Slider 1
Jobsite Measure/Inspectio -
(Prevailing Wage) 4
Subtotal: $11,384.50
Inclusions
All work to be performed during normal working hours, M - F 7am - 6pm. ECG provides a one (1) year standard labor warranty. Manufacturer to provide their standard warranty on materials. Customer/GC to provide temporary power service to work areas. Customer/GC to provide sanitary facilities to work area.
Exclusions
Low Voltage / High Voltage Wiring and Connections, Structural Review, Brake Metal unless specifically included in a line item above, Water spray tests and reports, Final cleaning and protection of installed materials, Replacement of breakage or damage by others, Bonds, Permits, Regulatory Fees, Abatement, handling, and/or disposal of hazardous materials, Mock-ups and Field Testing, Site maintenance and/or clean-up, and any associated costs thereof, Materials and/or labor not specifically included above, Signage, Alarms, Film, Blinds.
QUOTE
#74266-3
DATE
9/15/2025
EXPIRATION DATE
10/15/2025
TOTAL
$11,384.50
Subtotal: $11,384.50
Total: $11,384.50
Deposit Due (50%): $5,692.25
Balance Due: $11,384.50
*FIRM QUOTE PRICING*
Pricing is valid for 30 days. ECG reserves the right to honor a price after that time period. ECG has taken measurements and therefore quote is considered to be a FIRM QUOTE.
To proceed, approval on this FIRM QUOTE will be required to order materials.
Thank you for allowing East County Glass to provide this estimate for you! CSLB LIC# 494305
147101.00
Title Monarch Bay Clubhouse Renovations
Re: Job Order
Date: 2/9/2026
Contractor's Non-Prepriced Worksheet
Install Price: $18,879.35 X Install Quantity: 1.25 = Install Total: $18,879.35 06 00 00 00 0002 LS Tuff Shed - Sundance Ranch Garage 12'x20'
SECTION ITEM UOM DESCRIPTION
X Factor:
Line Item Total: =
1.25 $23,599.19
For Work Performed with the Contractor's Own Forces:
A.
B.
C.
Direct Labor Costs through Foreman Level
(Current Prevailing Wage 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 1.25
**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 Page 120 of 291
Web Quote Number #: 3823636 Created: Dec 29, 2025 7:54:31 PM Customer Information Shipping Information
mike kitko
PO Box 3260
San Luis Obispo, CA 94577
[email protected]
mike kitko
Monarch Bay Golf Club 13800 Monarch Bay Dr.
San Leandro, CA 94577
Description Qty List Price Discount Ext Net Price
TR-800 12 x 22 1/Ea $8570.00 $0.00 $8570.00
Upgrade - 8' x 7' Roll-Up Canister 1/Ea $965.00 $0.00 $965.00 Pair of Heavy Duty Ramps 2/Ea $349.00 50.00% $349.00
Upgrade - 4' x 6'7" Double Shed Door (8') 1/Ea $564.00 50.00% $282.00 Credit for Removal of Default Door 1/Ea $-324.00 $0.00 $-324.00 House Wrap 535/Sq
Ft
$0.40 50.00% $107.00
Horizontal Cement Lap Siding 535/Sq
Ft
$8.75 $0.00 $4681.25
Paint - Brick Dust 535/Sq
Ft
$0.00 $0.00 $0.00
Paint - Delicate White 1/Sq Ft $0.00 $0.00 $0.00
Full Service Paint Application 1/Ea $1072.00 $0.00 $1072.00 Golden Cedar 3 Tab 290/Sq
Ft
$0.00 $0.00 $0.00
Radiant Barrier Roof Decking 290/Sq
Ft
$1.45 50.00% $210.25
Roof - 2/12 Roof Pitch Upgrade 290/Sq
Ft
$1.00 $0.00 $290.00
Ridge Vent 22/Lin
Ft
$11.00 50.00% $121.00
PT Floor Frame in lieu of Steel 264/Sq
Ft
$0.00 $0.00 $0.00
Shelving - 24" deep 102/Lin
Ft
$6.25 50.00% $318.75
Leveling 0"-4" 1/Ea $0.00 $0.00 $0.00
Tuff Shed Inc. 1777 S Harrison St Denver, CO 80210 | 1-888 TUFF SHED (883-3743) | Page 1 of 2 Description Qty List Price Discount Ext Net Price
Engineering Fees 264/Sq
Ft
$2.00 $0.00 $528.00
Permit Processing Fees 264/Sq
Ft
$5.50 $0.00 $1452.00
Delivery Fee 1/Ea $0.00 $0.00 $0.00
Market Adjustment 1/Ea $257.10 $0.00 $257.10
List Price $20267.35 USD
Discount $1388.00 USD
Subtotal $18879.35 USD
Tuff Shed Inc. 1777 S Harrison St Denver, CO 80210 | 1-888 TUFF SHED (883-3743) | Page 2 of 2 Pricing for this quote is based on the delivery zip: 94577 Prices shown in the online Design and Price process are subject to change without notice, do not reflect custom quote selections or any local taxes, and will be verified at time of order. Online customers selecting the Buy Now option will have appropriate local taxes added to their order. In the case of a pricing discrepancy, the market-specific prices shown in the Home Depot point-of-sale system take precedent. While Tuff Shed makes every effort to ensure correct information is included in the online Design and Price process, Tuff Shed is not responsible for technical malfunction of any telephone network, telephone or data lines, computer online systems, servers, internet providers, computer equipment, or software that may result in a pricing error or other discrepancy with the online Design and Price process.
Delivery of Tuff Shed buildings purchased at The Home Depot is free within 30 miles of A) the Home Depot store where product is purchased or B the nearest Home Depot store that offers Tuff Shed buildings in the case of an online purchase. For installation sites beyond the 30 mile radius a delivery charge of $2 per mile for any one - way miles will apply. Additional delivery charges and / or sales taxes may apply for out of state customers.
Building price is based on level lot and does not include any engineering fees or building permits unless otherwise indicated on order. Customer is responsible for site preparation.Engineered plans may be required for permit application, and are not included in above prices. Engineering charges are relative to style and size of building.Cancelled orders are subject to a restocking fee.
This saved quote includes any applicable promotional discounts, which have limitations and expiration dates.
The price quoted is valid through the expiration date of the promotion. Once an order has been placed, pricing is guaranteed for up to 12 months. If the installation is not completed within 12 months for any reason, Tuff Shed has the right to modify the order pricing. You will be notified regarding any price adjustment prior to installation or incurring any additional charges.
Tuff Shed Inc. 1777 S Harrison St Denver, CO 80210 | 1-888 TUFF SHED (883-3743) | Page 2 of 2 Monarch Bay Clubhouse Improvements
13800 Monarch Bay Dr, San Leandro, CA 94577
City of San Leandro, Public Works
Newton Construction Management, Inc.
2/13/2026
STORE PRODUCT MODEL
ROOF
STYLE
ROOF
PITCH
WIDTH
(FT)
LENGTH
(FT)
AREA
(SF) PAINTED SHELVES
OVERHEAD
DOOR
DOUBLE
DOORS
DOOR
LOCATION
SINGLE
DOOR WINDOWS RAMPS ENGINEERING PERMIT
DELIVERY/I
NSTALL RETAIL COST
NPP
ADJ.
FACTOR
ESTIMATED
COST
The Home Depot Handy Home Products Astoria Gable 5/12 12 20 240 No No No Yes Side No No No No No Yes $6,749.00 1.25 $8,436.25 The Home Depot Tuff Shed Sundance TR-800 Gable 2/12 12 20 240 Yes Yes Yes Yes Side No No Yes Yes Yes Yes $18,879.35 1.25 $23,599.19 Lowe's Hanover Hanover Gable 5/12 12 20 240 Yes No No Yes End No Yes Yes No No Yes $9,032.79 1.25 $11,290.99 Lowe's Shed Armor Landcaster Gable 5/12 12 20 240 Yes No No Yes End No Yes Yes No No Yes $9,369.46 1.25 $11,711.83
REVISED
MK
Monarch Bay Clubhouse Renovation 2/13/2026
Justification for Higher-Cost Storage Building Selection From: Newton Construction
To:
Gordian Group
Garrett Rempher
Account Manager – Operations PacWest: Statewide Programs CA + HI 30 Patewood Drive
Building 2, Suite 350
Greenville, SC 29615
Project Address:
Monarch Bay Golf Clubhouse
13800 Monarch Bay Dr.
San Leandro, CA 94577
Subject: Justification for Higher-Cost Storage Building Selection Dear Mr. Rempher,
As the general contractor overseeing this project on behalf of the owner, I am providing this justification to explain the selection of a higher-priced storage building model. After thoroughly reviewing the owner’s operational needs and site conditions it was determined that lower-cost structures offered by other vendors would not meet the performance, access, or compliance standards required for this installation. Additionally, the larger structure requested by the owner further limits the available models that can meet these needs.
Below is a summary of the primary factors that justify the higher cost of the selected structure.
1. Overhead Door Requirement
Because the structure will be used for the storage of dry goods for the bar and restaurant, the owner requires safe and efficient movement of supplies in and out of the building. An overhead door provides the necessary width, height clearance, and durability for frequent access. This specific brand, Monarch Bay Clubhouse Renovation 2/13/2026
available through Home Depot, meets the operational needs and ensures the long-term functionality desired by the owner.
2. Painted Exterior for Weather Protection
A factory-painted exterior provides substantial long-term value. It offers consistent and durable weather protection, reduces future maintenance requirements, and prevents early deterioration from moisture, sun exposure, and coastal conditions. Unpainted structures from lower-cost suppliers would require additional finishing and materials to achieve the same level of durability, which would increase the total cost regardless.
3. Required Ramps for Equipment Access
The owner routinely moves wheeled carts and other transport equipment into the structure. A properly engineered ramp is necessary for safe loading and unloading operations. The selected model includes a ramp with appropriate grading, load capacity, and slip resistance. Other vendors evaluated do not offer this option, making those structures unsuitable for the owner’s operational workflow.
4. Engineering Requirements
The structure must comply with local engineering standards, including wind load and general structural requirements. The selected model includes stamped engineering documents that meet these criteria. Lower-cost alternatives lack this documentation, which would lead to delays in permit review or require additional engineering services—raising the cost and complicating the installation.
Monarch Bay Clubhouse Renovation 2/13/2026
5. Permit Compliance
This project requires a City of San Leandro building permit. The selected unit includes detailed, permit-ready plans and manufacturer specifications, which support a smooth approval process.
Lower-cost models do not offer the required documentation for submission and therefore cannot be used for a permitted installation within the City.
6. Professional Delivery and Installation
Due to the structure’s size and required adherence to engineering specifications, professional installation is essential. The selected model includes installation by manufacturer-certified crews, ensuring compliance with all structural, safety, and warranty requirements. This level of installation support is not consistently available from lower-cost vendors.
Conclusion
In professional judgment, the selected model is the only option that satisfies all functional, safety, and compliance requirements for this project. Although the upfront cost is higher than other prefabricated alternatives, the long-term reliability, structural integrity, and full permit compliance fully justify the invest
Please contact me if additional information, documentation, or clarification is required.
Respectfully,
Mike Kitko
JOC Estimator
Newton Construction
147101.00
Title Monarch Bay Clubhouse Renovations
Re: Job Order
Date: 2/9/2026
Contractor's Non-Prepriced Worksheet
Install Price: $12,350.00 X Install Quantity: 1.25 = Install Total: $12,350.00 08 00 00 00 0002 LS Custom Canvas Awnings with Custom Logos
SECTION ITEM UOM DESCRIPTION
X Factor:
Line Item Total: =
1.25 $15,437.51
For Work Performed with the Contractor's Own Forces:
A.
B.
C.
Direct Labor Costs through Foreman Level
(Current Prevailing Wage 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 1.25
**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 Page 70 of 291
Prevailing wages apply to this project and must comply with DIR requirements. mk 12/29/2025