Special Council Agenda- October 15, 2024
6 7 0 7 C Y P R E S S C R E E K P A R K W A Y • H O U S T O N , T X • 7 7 0 6 9 O F F I C E P H O N E (2 8 1) 8 6 6 -0 9 0 9
O F F I C E F A X (2 8 1 ) 8 6 6 -0 9 4 4
M O B I L E (7 6 0 ) 5 6 2-4 4 3 0
R OBERTO T ELLO
H ERITAGE L INKS
P ROFESSIONAL E XPERIENCE
2014 -Present Heritage Links Houston, TX
Construction Features Foreman
• 20 plus years experience in all phases of golf course construction. • Responsible for the supervision of the features construction crew ie, Greens Construction (USGA and California Specs, Bunker Construction (experienced in all bunker liner installation) and Tee Construction.
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S ELECTED P ROJECT L IST
Project List Architect Location
Desert Mountain, Chiricahua Course Nicklaus Design Scottsdale, AZ Southern Hills Country Club Hanse Golf Design Tulsa, OK La Cantera Resort Course Tom Weiskopf Designs San Antonio, TX Desert Mountain – Renegade Nicklaus Design Scottsdale, AZ Troon North Golf Club Troon Golf Scottsdale, AZ
Castlewood Country Club N/A Pleasanton, CA
Capital Canyon Club Tom Weiskopf Designs Prescott, AZ
The Phoenician Golf Club Forrest Richardson & Associates Scottsdale, AZ Whirlwind Golf Club N/A Chandler, AZ
Whisper Rock Golf Club N/A Scottsdale, AZ
Special Council Agenda- October 15, 2024
1.0 DESCRIPTION
IVI-GOLF offers the Johns Manville geotextile known as Evalith® 013/140 for golf course construction. Commonly known in the industry as “GEO-JM Fabric”, Evalith® 013/140 is a high-quality geotextile designed for use in golf course bunkers as a barrier between bunker sand and the underlying substrate.
Evalith® 013 continuous filament polyester nonwovens, manufactured using Spunbond technology, are needle-punched for mechanical integrity.
2.0 PROPERTIES
Physical Property Value
Color White
Weight - oz ft2 / g m2 4.2 / 142
Thickness - mils / mm 70.1 / 1.78
Fiber Type Nonwoven Polyester
Binder n/a
Area Per Roll - ft2/ m2 15.5’ x 400’ (4.72m x 121.92m)6,200 (576)
3.0 USE
Evalith® 013/140 is used for golf course bunkers on the bases of the bunker only in order to combat sand contamination. It is used along the bunker bases and carries into bunker drainage. It can be used in hybrid configurations with our popular Sandtrapper Bunker Liner products.
4.0 CONSTRUCTION
Evalith® 013/140 is a needle-punched spunbond polyster nonwoven.
5.0 GREEN INITIATIVE
Manufacturing plants operate under EPA approved Clean Air Permit.
6.0 PRODUCT CARE
To prolong the life of the Evalith® 013/140 material, it is recommended that the product be stored indoors.
Physical Property Value
Tensile MD (lbs ft2 / daN)150.8 / 67
Tensile CMD (lbs ft2 / daN)126.0 / 56
Tear MD (lbs ft2 / daN)54.0 / 24
Tear CMD (lbs ft2 / daN)49.5 / 22
Elongation % MD 75
PRODUCT SPECIFICATIONS - EVALITH® GEOTEXTILE
IVI-GOLF 5 Pine Camp Dr. Binghamton, NY 13904 888-970-5111 ivi-golf.com
Special Council Agenda- October 15, 2024
www.capillaryconcrete.com
After completing the requested information, please do one of the following:
Sign, scan to PDF-file, and send to [email protected] Sign and mail to Capillary Concrete, 610 Sycamore Street, Suite 305, Celebration, FL 34747 Capillary Concrete Installer
1 Extra charges and fees may apply in the following situations:
Capillary Concrete trucks of less than 9 CY are ordered • Excessive unloading time greater than 90 minutes • Weekend / Holiday plant opening fees (please inquire about cost before ordering) • Night pours (6pm – 2am) • Expedited shipping (need 5 business days’ notice of delivery)
BUNKER SPECIFICATION & INSTALLATION INSTRUCTIONS
For added protection and peace of mind, Capillary Concrete offers a 10-year Performance Guarantee and in order to take part, the following conditions must be fulfilled: This document must be read carefully and all instructions followed to the point during the installation of Capillary Concrete. All fields requiring signatures below must be completed and the first page of this document returned to Capillary Concrete before installation commences. One representative for the Golf Course / Owner must be appointed to supervise installation and final test of the bunker before approved for sand installation.
Final Test Procedure:
1. After the Capillary Concrete has been allowed to cure for at least 24 hours (48 hours if conditions are wet and/or cold) and it has been cleaned according to the instructions, carefully check that the surface is smooth and that there are no areas anywhere in the bunker where the material is loose in any way.
2. Using a hose, go over the entire bunker floor and apply water at a rate comparable to a garden hose.
3. Make sure the entire surface drains perfectly and that there is no standing water a few minutes after application. Sand will not be added to the bunkers until the golf course owner’s representative confirms the above-mentioned tests were completed and successful.
Golf Course Owner’s Representative
Name:
Club Name:
Club Address:
Email Address & Phone Number:
Signature and Date:
Special Council Agenda- October 15, 2024
Capillary Concrete is a patented product to build sports ground profiles. Here we will cover the use and method to line and protect golf bunkers. Capillary Concrete, is a specially formulated mixture of acceptably sized aggregate, various proprietary additives and water that comes pre-mixed, delivered in a concrete truck. The product is a homogenously blended mixture that is poured from the mixer into heavy-duty utility vehicles, transported to the bunker, and placed inside the bunker at a minimum depth of 2 inches (50mm). The surface of the product is compacted with a roller and covered in plastic for a minimum of 24 hours to allow for adequate curing and until sand is placed on top of the product. The result is a strong, homogenous, and uniformly-bonded bunker liner base that allows for rapid drainage of any rain-storm and also reduces wash-outs and/or contamination of bunker sand.
Pre-Construction Planning
Prior to installation of Capillary Concrete, the Contractor, Owners Representative, or Superintendent shall confirm that the perimeter area around the bunker does not channel excessive water into the bunker area, that the bunker subgrade is positively pitched, stable under foot, smooth, compacted, free of debris, and meets the Architect’s design specifications. It must also be ensured that all bun- ker trenches have been excavated and constructed to specifications; and that drainage pipes and bedding gravel (table 1) have been installed to the Architect’s drainage specifications as dictated by site conditions.
At the lowest point of the bunker subgrade, a 2” x 2” wood frame at least 4 feet long and as wide as the trench must be placed prior to installing the Capillary Concrete, If the bunker floor is large and flat, several frames must be placed to ensure that any point of the bunker floor which is less than 6 inches above the lowest point is located no more than 6 feet away from a frame which will create the drain Vaults filled with bunker sand, see page 3. This is to ensure the sand depth at the lowest points of the bunker is always enough to keep the sand dry at the surface.
Capillary Bunkers Wash Box
The Capillary Wash Box is an optional, complementary product, to Capillary Bunkers. If the Capillary Wash Box is installed, it is placed in the Vault, on top of the drain line, before sand or Capillary Concrete is installed. This Patent Pending box is placed in the low point of the bunker, on the drain line, to allow for the bunker sand to be washed clean should there ever be any contamination from outside of the bunker (soil, dust, grass etc.).
Bunker Specifications
It is recommended that a tracer wire be installed in all drainage trenches. The drainage pipe must be flushed with plenty of water to ensure proper function prior to installation of Capillary Concrete in the bunker.
www.capillaryconcrete.com 2Page 121 of 193
Special Council Agenda- October 15, 2024
www.capillaryconcrete.com 3
Bunker Specifications
Special Council Agenda- October 15, 2024
To maintain the nature of the product, every effort should be made to prevent soil contamination of Capillary Concrete during installation, curing, and prior to sand installation. Two methods to safeguard your installation from contamination:
1. Grassing around the perimeter of the bunker prior to Capillary Concrete installation:
With this method, it is recommended that turf grass around the perimeter of the bunker should be secured to the soil by roots or staples before the installation of Capillary Concrete. After installation and curing and a water test has been performed to ensure drainage function, sand can be installed in the bunker. For newly sodded bunkers, where additional irrigation is required for rooting and establishment, we recommend that a thicker layer of sand (approx. 8-10 inches high x 10 inches wide) be installed on inside perimeter of the bunker against new sod. This is done to allow the sand to act as a filter layer to catch any soil runoff during irrigation cycles on the newly placed sod. Once the sod is established and irrigation cycles are reduced, any contaminated sand around the perimeter should be removed. Bunker sand can be leveled and normal bunker maintenance practices can begin.
2. Capillary Concrete installation prior to sod placement:
In situations where grass cannot be installed prior to the installation of Capillary Concrete, extreme care must be used to prevent soil contamination. Sand should be installed immediately after curing and the water test. As in method 1), a thicker perimeter layer of sand should be installed to reduce soil contamination prior to sod placement. After establishment, any contaminated sand around the perimeter can be removed.
Planning and Construction of The Bunker Edge
The edge detail often gives the bunker shape its distinctive style. Capillary Concrete has the unique ability to be formed to fit any Architects design goals. Preserving the desired style or motif and reducing ongoing maintenance is critical to the success of any bunker restoration/renovation plan.
Bridging Factor D15 (gravel)
D85 (rootzone)≤ 8
Permeability Factor D15 (gravel)
D15 (rootzone)≥ 5
Uniformity Factors D90 (gravel)
D15 (gravel)≤ 3
Table 1. Gravel Performance Factors for Drainage in Trenches www.capillaryconcrete.com 4
Bunker Specifications
The Bunker Edge
Special Council Agenda- October 15, 2024
1. Existing bunker and sod renovation
The strength of Capillary Concrete allows the opportunity to protect the inside wall of the bunker better than any other product. Cap- illary Concrete has the ability to be shaped almost vertically at installation to get the least possible amount of soil in contact with the bunker sand. In this photo the subgrade under the existing turf has been excavated 3-4 inches and a layer of Capillary Concrete has been placed under the sod to help protect the edge from collapse and contamination. Sand is pulled up the face to hide the Capillary Concrete edge.
2. New sod layer around the perimeter
In this case, either the existing soil and grass, or sod is utilized as the edge of the bunker. The 2-inch (50mm) layer of Capillary Concrete meets the edge of the bunker. Rolling the sod over the face to cover the soil is an option.
3. Thick sod pieces placed on the side
Here, a thicker piece of sod is cut and laid on the side on the prepared bunker floor to create the inside edge of the bunker.
Cut the sod as wide as you want the edge high, and then backfill with soil and tie into the outside shaping of the bunker. Regular sod can then be placed to cover the soil and tie into the outside of the bunker.
Suggested Edge Detail Methods
www.capillaryconcrete.com 5Page 124 of 193
Special Council Agenda- October 15, 2024
4. Revetted edge with Eco Bunker and / or natural sod
A shelf is created with a trowel and carefully compacted on all sides. A minimum of 2 - 3 layers of artificial turf is recommended, but any number of layers can be built. If only natural sod is used it is necessary to place an impermeable plastic on the shelf to keep the sod from drying out too much. Backfill with approved materials according to the specifications from the Eco Bunker manufacturer.
This provides a stable edge option with very little contamination risk. www.capillaryconcrete.com 6
Bunker Sand Testing
Capillary Concrete has an open structure that allows water to freely drain through it at more than 100 inches per hour. Once sand is placed on top of the product, the new water drainage limit will be the Ksat (saturated hydraulic conductivity) of the sand that covers the Capillary Concrete product. After gravitational water has freely drained from the sand, a certain amount of water will always be retained in the sand against the force of gravity. This is known as capillary water and the amount can be determined with a Soil Moisture Release Test by an accredited test lab. Every different bunker sand has its own unique amount of capillary water retention based on the amount of moisture present in the sand. If the Capillary Wash Box is installed, the sand can be modified and finer particles in the sand at the base of the bunker can be removed. Never use a sand that is not an approved USGA sand. For more information on selecting the perfect bunker sand we recommend this information from the USGA: https://www.usga.org/ content/usga/home-page/course-care/green-section-record/58/11/a-guide-to-selecting-the-right-bunker-sand-for-your-course-. html#returnable.
Creation of Capillary Concrete Edge Profile, 1st layers of EcoBunker done, 2 layers of natural turf to go
Special Council Agenda- October 15, 2024
www.capillaryconcrete.com 7
A minimum of eight pieces of 4” (100 mm) to 6” (150 mm) diameter irrigation or drainage pipe cut into 2 inch (50 mm) lengths. Use these rings to maintain the 2 inch (50 mm) required mini- mum depth of the Capillary Concrete during placement. Remove the rings from the wet mix as you work out of the bunker. Attach a handle or make a wire loop on each piece of pipe to avoid losing them in the mix. A metal probe set at 2 inches (50 mm) is also acceptable. 3 Plywood or similar to protect turfgrass and bunker edge and for building a ramp into the bunker if desired. Timbers, logs, etc. can also been used to create ramps.2 Construction of the Vault – a 2” x 2” wood frame, at least 4 ft long and as wide as the trench must be made and placed in the lowest spot of the bunker floor, on top of the trench. The frame and all gravel must then be removed to just above the drainage pipe before the sand is installed in bunker. Should The Capillary Wash Box be installed, all gravel must be removed around the pipe to be able to fit the Capillary Wash Box directly on the drainage pipe. The Vault must then be filled with bunker sand to create as deep of a sand layer as possible in this low point of the bunker.
4 Flat shovels for placement of Capillary Concrete inside the bunker.5 Heavy-duty vehicle to haul mix from the ready-mix truck to the bunker. Examples: Toro Workman, John Deere ProGator, Tractor and dump trailer, articulating wheel loader, front dumper, etc.
1 Equipment and Tool Requirements
Pre-Construction Checklist
Special Council Agenda- October 15, 2024
A minimum of three plastic bunker rakes-the Accuform type bunker rake with a round head is preferred. The teeth can be used to move the mix around to the required 2-inch (50 mm) depth, and the rounded back side, and the rounded back side can be used to smooth the mix before rolling.
www.capillaryconcrete.com 8
A minimum of two one piece metal extension handles with with metal tips. Telescoping handles are preferred as they allow for longer reach. Metal handles and tips. Home Depot has an orange metal 5 ft. handle with a metal tip in the paint department. SKU#821-423.
A minimum of two heavy duty 9-inch (23 cm) roller frames. Home Depot has a green Wooster Surelock handle that works well. SKU#150-345.
A minimum of two 9 inch (23 cm) loop textured roller cartridges, if the textured roller can´t be found, use a regular paint roller with the fabric removed or cover a roller with duct tape. Home Depot used to call them Goop Loop Rollers. SKU#430-546.
At least One 12 to 14-inch pool trowel. (30-35 cm) Some installers prefer using a larger trowel for finishing the floors as well. Do not use a bull float. Home Depot Part# PT144BR 8 7
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6 Pre-Construction Checklist
Special Council Agenda- October 15, 2024
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11 Purchase adequate plastic to completely cover all the Capillary Concrete bunkers completed in a day. The plastic can be re-used for the entire project. Home Depot SKU#938-963 www.capillaryconcrete.com 9
6-inch (15 cm) metal staples to hold the plastic down after placement. Staples should be placed every 3 feet (0,9 m) round the perimeter of the bunker. Sandbags, bricks, logs, old tires (etc.) are also acceptable. The idea is to hold the plastic in place during curing.
Two 5 gallon (19 liter) buckets of water to keep rollers wet.
A hose and quick-coupler with a misting nozzle and working shut off valve for misting of the product during installation.
Optional: For easier placement of material.
Marshalltown 19-1/2 in. x 4 in. Aluminum Placer
Home Depot SKU #959687 Model #AP753
Pre-Construction Checklist
Special Council Agenda- October 15, 2024
Temperature Limits
Capillary Concrete should not be installed when daily high temperatures are expected to be below 32 degrees (F) or below 28 degrees (F) within 2 days of installation. During hot weather, windy, or low humidity conditions, the product will set up faster and caution must be exer- cised to maintain acceptable moisture levels of the mixture and bunker base prior to installation. A light misting of the bunker subfloor may be required several times during the installation process. www.capillaryconcrete.com 10
1 Installation Instructions
When the ready-mix truck arrives at the job site, you will need to ensure the correct consistency of the Capillary Concrete before installation can begin. Before discharging any mix, ask the driver to spin the truck 5 revolutions to adequately mix the product. (It’s been mixing since it left the plant, but we find this to be a good way to ensure mix uniformity)Now it’s time to perform a HAND SQUEEZE TEST as shown here. Ask the driver to discharge a small amount of the Capillary Concrete mixture into the utility vehicle you are using to haul the mix to the bunker. It should be shiny and look like melted chocolate and rock. Take a handful of the mix and squeeze it in your hand and release. The paste must be creamy and sticky enough for the aggregate particles to adhere to the vertical surface of your hand. If the paste is dry and powdery, the mix is a little too dry and you need to ask the driver to add water to the mixer truck. Never add more than 1 gallon of water at a time (unless otherwise instructed by an onsite Capillary Concrete representative), check after, ask the driver to turn the drum a minimum of 15 revolutions before checking the mix again. Continue this process until the mix has the feel of melted chocolate. Be careful not to add too much water. It’s always better to add a little at a time.
We cannot take the water out once it has been put in the mixer. The paste should NEVER be drippy and runny when you perform the hand squeeze test. The mix should always have the consistency of melted chocolate. Continue to monitor the consistency as you install - YOU MUST perform the hand squeeze test occasionally to ensure consistency during the installation. An additional gallon of water may be required after a few loads have been installed. If so-ask the driver to add one gallon and rotate the drum 15 times before discharging more mix. If the mix is extremely wet and runny when the ready-mix truck arrives, ask the driver to spin the drum for 5 minutes to try to dry the mix up a bit. If that doesn’t work and the discharged pile for testing has clogged up void space, you should refuse the truck, send it back to the plant, and contact your Capillary Concrete Representative immediately. DO NOT install Capillary Concrete if the mixture is too wet.
Special Council Agenda- October 15, 2024
www.capillaryconcrete.com 11
If the subgrade is dry, it should be lightly misted prior to placement of Capillary Concrete. Do not let the floor get muddy during installation, and make sure floor is always smoothed out before installation of Capillary Concrete. NEVER WALK ON THE WET CAPILLARY CONCRETE MIX.
2 Once the batch is properly mixed, begin in one corner of the bunker by spreading the mix to a depth of 2 inches (50mm) (using depth gauge rings). Use plastic bunker rakes or the aluminum placer tools to drag out and level the product. DO NOT walk on the product in the bunker. This will compress the product and restrict water flow. We want to preserve as much open space for water flow as possible. 3 Use the textured roller or trowels to finish and lightly compact the surface. The entire surface of Capillary Concrete must be lightly compacted to provide a smooth surface and bond the product together. Keep the roller damp during the rolling process. It is important to work quickly during this step. The sooner the product is smoothed and rolled the better.
4 The edge of Capillary Concrete must be no less than 2 inches thick. A hand trowel should be used to compact and finish the edge of the material around the bunker edge (If desired, this is also the location of the drip-line irrigation option). Care must be given to prevent loose aggregate pieces from adhering to the exposed soil edge.
Any loose pieces should be removed immediately.
5 Once an area or batch section is finished, it must be covered immediately with 6 mil plastic. Black plastic is preferred on cold days, clear plastic is preferred in the summer.
Covering is important to reduce moisture loss and improve curing and strength of the mixture, and covering MUST BE performed in any weather. Place staples in the plastic every 3 feet around the perimeter of the bunker and as close to the mixture as possible to reduce air between the plastic and mix. If there are seams between plastic pieces, use something heavy to hold the seams down. Remember we want to reduce the amount of air getting to the product as it cures. This step also keeps debris and water from getting onto it during set up.
6 Installation Instructions
Special Council Agenda- October 15, 2024
The plastic cover must remain on product for a minimum of 24 hours (48 hours in cold or wet conditions). Then, remain covered until bunker sand can be installed.
This helps the product cure and will keep the product clean and debris free.
Before installing the bunker sand (minimum of 24 hours after installation must pass), remove the plastic and clean the base of the bunker with a backpack blower to remove any loose surface pieces that may not have adhered during the rolling phase of the installation. Check the edge for loose pieces as well and remove them from the soil edge. Do not allow concrete to turn light-grey in color. The product needs to stay hydrated before sand is applied, if not keep covered.
Now perform the water drainage test to confirm that water rapidly drains through the product. This must be done to activate the Performance Guarantee. Do not “blast” high pressure water on the freshly installed Capillary Concrete - a shower spray is preferred over a steady stream. See the film: The Test of Drainage.
Bunker sand can now be installed (using a conveyor, loader, or utility cart etc.) to the required or specified depth according to the Soil Moisture Release Curve. Do not drive directly on the new Capillary Concrete bunker during sand installation. It is recom- mended to begin sand installation on an edge and push the sand out across the bunker using a sand rake or similar machine while keeping vehicles on plywood on top of the sand layer. Once the sand has been installed, saturate the sand with a spray nozzle so as to not flood the sand to where fines can separate. This moisture will help the product continue to cure and help the sand firm up.
If requested by the Contractor, Owner’s representative, Superintendent, or Golf Course Architect, Capillary Concrete will provide a technical representative for installation assistance and consultation for one (1) full day on site at the startup of a Capillary Concrete installation for the cost of basic expenses and related costs. Additional days of consultation may be requested at the same expense rate.
Please provide a minimum two (2) weeks’ notice to arrange this service. For more specific questions, contact Capillary Concrete. 610 Sycamore Street, Suite 305
Celebration, FL 34747 USA
W W W . C A P I L L A R Y C O N C R E T E . C O M
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Installation Instructions
Special Council Agenda- October 15, 2024
adspipe.com
800-821-6710
ADS N-12® PE (per AASHTO)
Submittal Package
Package Contents
1. Sell Sheet
2. Specification
3. Technical notes
4. Corrugated plastic pipe installation guide
Special Council Agenda- October 15, 2024
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adspipe.com
800-821-6710
Special Council Agenda- October 15, 2024
ADS, Inc. Drainage Handbook Specifications 1-11
© ADS, Inc., August 2023
N-12® PLAIN END PIPE (PER AASHTO) SPECIFICATION
Scope
This specification describes 4- through 60-inch (100 to 1500 mm) N-12 plain end pipe (per AASHTO) for use in gravity-flow land drainage applications.
Pipe Requirements
N-12 plain end pipe (per AASHTO) shall have a smooth interior and annular exterior corrugations. •4- through 10-inch (100 to 250 mm) pipe shall meet AASHTO M252, Type S or SP. •12- through 60-inch (300 to 1500 mm) pipe shall meet AASHTO M294, Type S or SP, or ASTM F2306.
•Manning’s “n” value for use in design shall be 0.012.
Joint Performance
Pipe shall be joined with coupling bands covering at least two full corrugations on each end of the pipe.
Standard connections shall meet or exceed the soil-tight requirements of AASHTO M252, AASHTO M294, or ASTM F2306.
Gasketed connections shall incorporate a closed-cell synthetic expanded rubber gasket meeting the requirements of ASTM D1056 Grade 2A2. Gaskets, when applicable, shall be installed by the pipe manufacturer.
Fittings
Fittings shall conform to AASHTO M252, AASHTO M294, or ASTM F2306.
Material Properties
Material for pipe and fitting production shall be high density polyethylene conforming with the minimum requirements of cell classification 424420C for 4- through 10-inch (100 to 250 mm) diameters, and 435400C for 12- through 60-inch (300 to 1500 mm) diameters, as defined and described in the latest version of ASTM D3350, except that carbon black content should not exceed 4%. The 12- through 60- inch (300 to 1500mm) pipe material shall comply with the notched constant ligament-stress (NCLS) test as specified in Sections 9.5 and 5.1 of AASHTO M294 and ASTM F2306 respectively .
Installation
Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exception that minimum cover in trafficked areas for 4- through 48-inch (100 to 1200 mm) diameters shall be one foot. (0.3 m) and for 60-inch (1500 mm) diameter the minimum cover shall be 2 ft. (0.6 m) in single run applications. Backfill for minimum cover situations shall consist of Class 1 (compacted), Class 2 (minimum 90% SPD) or Class 3 (minimum 95%) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.01. Contact your local ADS representative or visit our website at
www.adspipe.com for a copy of the latest installation guidelines.
Build America, Buy America (BABA)
N-12 Plain End pipe (per AASHTO), manufactured in accordance with AASHTO M252, AASHTO M294 or ASTM F2306, complies with the requirements in the Build America, Buy America (BABA) Act.
Pipe Dimensions
Pipe I.D.
in (mm)
4 (100)
6 (150)
8 (200)
10 (250)
12 (300)
15 (375)
18 (450)
24 (600)
30 (750)
36 (900)
42 (1050)
48 (1200)
60 (1500)
Pipe O.D.*
in (mm)
4.8 (122)
6.9 (175)
9.1 (231)
11.4 (290)
14.5 (368)
18 (457)
22 (559)
28 (711)
36 (914)
42 (1067)
48 (1219)
54 (1372)
67 (1702)
*Pipe O.D. values are provided for reference purposes only, values stated for 12 through 60-inch are ±1 inch. Contact a sales representative for exact values
**All diameters available with or without perforations.
Special Council Agenda- October 15, 2024
ADS “Terms and Conditions of Sale” are available on the ADS website, www.ads-pipe.com .
Advanced Drainage Systems and the Green Stripe are registered trademarks of Advanced Drainage Systems, Inc. Mar-Mac® is a registered trademark of Mar-Mac® Construction Products, Inc. Chevy® is a registered trademark of General Motors Corporation. Bobcat® is a registered trademark of Bobcat Company. A-LOK® is a registered trademark of A-LOK Products, Inc. Kor-N-Seal® is a registered trademark of NPC, Inc. © 2022 Advanced Drainage Systems, Inc. #10607 06/22 MH adspipe.com
800-821-6710
Special Council Agenda- October 15, 2024
Lexicon, Inc. dba Heritage Links
10105 Louetta Road, Suite 111
Houston, Texas 77070
Phone: (281) 866-0909 | Fax: (281) 866-0944
www.heritage-links.com
Contact Us:
@odonnell_jon@heritagelinks
Special Council Agenda- October 15, 2024
INDIAN WELLS
GOLF RESORT
LANDSCAPES
UNLIMITED
PROJECT PROPOSAL
1201 Aries Drive, Lincoln, NE 68512
Landscapes Unlimited, LLC
www.landscapesunlimited.com
ATTACHMENT #7
Special Council Agenda- October 15, 2024
Special Council Agenda- October 15, 2024
600,000.00
$.56/SF 66,485.44
13,050.00 50,503.50
49,500.00
5,530.00 320,187.00
486,675.94
8.75 1,007,387.50Page 140 of 193
Special Council Agenda- October 15, 2024
450,000.00
1,457,387.50
31.55 625.00
3,000.00
380,019.75
56,250.00
15,000.00
451,269.75
15.00 819,495.00
4.20 273,634.20
.42 57,946.56
Special Council Agenda- October 15, 2024
15.50 1,288,654.50
2,439,730.26
8.60 686,804.60
16.10 48,300.00
14.00 891,828.00
1,626,932.60
865,000.00
1.06 126,971.04
8,850.00 340,105.50
1.06 169,600.00
636,676.54
Special Council Agenda- October 15, 2024
N/A
77,000.00
77,000.00
600,000.00
486,675.94
1,457,387.50
451,269.75
3,357,405.00
2,439,730.26
1,626,932.60
865,000.00
636,676.54
77,000.00
12,148,077.59
Twelve Million, One Hundred Forty-Eight Thousand, Seventy-Seven Dollars and Fifty-Nine Cents.
Landscapes Unlimited, LLC Roy Wilson / Asst. Manager
Special Council Agenda- October 15, 2024
Bid Clarifications
1 2 0 1 Ar i e s D r i ve | L in c o l n , N E 6 8 5 1 2 | 4 0 2 .4 2 3 . 66 5 3 Industry Leader Since 1976 | Global Capabilities | Traditional & Design-Build Delivery Method | Awarding Winning Projects www.landscapesunlimited.com or find us on Facebook www.facebook.com/FollowLandscapes
Players Course at Indian Wells Golf Resort
September 26, 2024
This proposal is based on one mobilization of all labor, equipment and material to the jobsite.
This proposal is based only on the items and quantities listed on the bid form.
Contractor will credit Owner if fewer units are installed and will be paid for all additional units installed.
Drainage prices are based on a maximum trench depth of 3' plus the diameter of the pipe. Any material that cannot be excavated efficiently with a JD 80 (or equal) will be considered trench rock and performed on a negotiated unit price. All solid pipe is bid with native backfill from trench soils. No import or screening of pipe backfill is included in this proposal.
Pricing excludes the cost of removing and/or demolishing underground or above ground utilities not noted in the specifications or our qualifications.
Engineering & Professional surveying are to be the responsibility of the Owner.
Any existing drainage pipe not encountered during construction will remain undisturbed and abandoned in place.
Earthwork and Shaping is based on any material that cannot be productively ripped with a John Deere 650 size dozer will be considered hard excavation. Rock excavation will be performed on a T&M basis, or at a negotiated unit price.
Greensmix included in the proposal is priced as 90/10 Dakota Blend, as supplied by West Coast Sand & Gravel Inc.
Bunker sand is priced as Emerald Bunker Sand, as supplied by West Coast Sand & Gravel Inc.
If wet or unsuitable soils are encountered in cart path or fire road areas and additional stabilization is required, it will be performed on a negotiated unit price.
Special Council Agenda- October 15, 2024
Bid Clarifications
1 2 0 1 Ar i e s D r i ve | L in c o l n , N E 6 8 5 1 2 | 4 0 2 .4 2 3 . 66 5 3 Industry Leader Since 1976 | Global Capabilities | Traditional & Design-Build Delivery Method | Awarding Winning Projects www.landscapesunlimited.com or find us on Facebook www.facebook.com/FollowLandscapes
This proposal is based on LU self-performing all construction and irrigation as-builts for this project. If the as-builts need to be performed by an engineer or surveyor, this can be performed on a T&M basis, or at a negotiated unit price.
All necessary permits, fees and inspections are to be obtained and paid for by the Owner.
Builder’s Risk Insurance is not included.
All pricing for this project is based upon current commodity pricing in effect as of 9/26/24. Any fluctuations in pricing or supply that increase project costs will be reimbursed to Contractor by Owner on an actual cost-incurred basis. Owner will be entitled to documentation of such pricing fluctuations upon request.
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OTHER TERMS & CONDITIONS
1. Our Commercial Liability Insurance has a $1,000,000 per occurrence/$2,000,000 aggregate.
However, we also have a $15 million umbrella.
2. This project has been estimated using non-union forces. If it becomes necessary to employ union labor or apprentices for this project, due to Owner directive or in order to continue with the Work to avoid strikes, Owner will reimburse Contractor for additional costs associated with the use of union labor.
3. Our contract is based on the material quantities per the bid forms, utilizing unit prices to cover any changes in the final installed material quantities. We purchase additional materials for our inventory (that we own and insure) above and beyond the bid quantities in case any changes are made during the staking and execution of the project. This helps reduce/eliminate delays in the progress of the work if changes occur. Any materials in excess of the quantities listed on the bid form that are not installed at the end of the project will remain the property of Landscapes Unlimited.
4. Owner is responsible for hook-up of electricity for Contractor’s office at the Project site. The cost of service and usage will be paid by Contractor. Further, Owner will supply adequate space onsite for Contractor to stage all materials and operations for the Project.
5. Owner will supply all engineered controls for this project. This includes, but is not limited to, golf hole monuments (tee, fairway, greens), critical benchmarks, property lines, existing utilities (depth and location) and/or other infrastructure as required for construction. All necessary golf course feature staking required for shaping will be performed by Contractor.
6. Owner understands and agrees that stress cracks will occur in the cart paths and such cracks will not be a cause for replacement unless they prevent the use of the cart paths for their intended purpose. No weed barrier or sealers are included in the installation of the cart paths.
7. A video recording of all cart paths will be taken by the Contractor prior to work commencing, an electronic copy will be provided to both the Owner and Contractor for reference. In addition, notes stating specific locations and conditions of path will be documented on a plan, with condition agreed upon prior to work commencing. Stress cracks will occur in the cart paths and such cracks shall not be a cause for replacement unless they prevent the use of the cart paths for their intended purpose.
8. The parties recognize that conditions may exist, through no fault of Contractor, in which Owner will request an acceleration of Contractor’s Work. Prior to such an order to accelerate, the parties must agree in writing that a separate lump sum payment will be paid to Contractor for all increased costs Contractor will incur during the accelerated work period, including, but not limited to, increased site supervision, equipment overhead, premium time and lost productivity.
9. Owner will compensate Contractor for any reconstruction work necessary due to infrastructure or site development by others that impacts the Work under the Agreement. In the event that re-work of items performed by the Contractor is necessary, or special working conditions are required to work around existing or installed infrastructure, Contractor will be compensated on a time and
Special Council Agenda- October 15, 2024
OTHER TERMS & CONDITIONS
material basis. Further, any work necessary for removing existing infrastructure or discovered items will be the responsibility of Owner.
10. This is a drop-seed agreement, which means upon any seeding, sprigging, sodding, planting or other means of turf or other vegetative installation, Substantial Completion of that portion of the Work will have been reached. Upon Substantial Completion of any portion of the Work, Owner assumes full responsibility for initial watering and all subsequent maturation practices and outcomes including but not limited to, maintenance, watering, germination, sustainability, vegetative viability, turf quality, turf coverage, agronomic programming, staffing, materials, equipment, erosion damage repair, silt mitigation and removal, and maintenance, installation and repair of any erosion control devices, including removal of such devices. If requested by Owner, Contractor will repair erosion for which Owner is responsible at a negotiated price or using the time and equipment rates in Exhibit 3.
11. The proposal is based on compliance with safety protocols currently mandated by state and local law where the project is located. Any additional safety protocols required by Owner or any changes in the safety protocols required by law may increase project costs, and such additional costs will be reimbursed to Contractor by Owner.
12. Pricing excludes monitors for and the identification and/or removal of any archaeological, biological, or hazardous materials. The Owner shall be responsible for all such identification and mitigation or removal within the area of construction and shall indemnify, defend, and hold harmless the contractor, its officers, employees, and all associated parties from all fines, suits, procedures, claims, and actions of every kind, and all associated costs and legal fees.
Special Council Agenda- October 15, 2024
T AND M RATES
All equipment is operated, fueled, and fully maintained. The prices below are for owned equipment. If machinery must be rented for your proposed work, an hourly rate shall be agreed upon before the work begins. Mobilization and de-mobilization costs are not extra if the appropriate crew and equipment is already on site working within the original terms of the agreement. For any additional resources needed to complete the requested T&M work, all shipping costs, travel, living and administrative expenses both to and from job site and while on the job will be billed to customer at cost. (The following wage rates do not include any prevailing wages rates.)
DESCRIPTION HOURLY RATE
DOZER
Crawler Dozer 180 HP (JD850, CAT D6R) $170
Crawler Dozer 140 HP (JD750, CAT D6M) $157
Crawler Dozer 100 HP (JD700, CAT D5K) $148
Crawler Dozer 90 HP (JD650, CAT D5) $139
Crawler Dozer 80 HP (JD 550, CAT D4) $129
EXCAVATORS
John Deere – 230 Excavator – (52,410#) $160
John Deere – 200 Excavator – (44,750#) $150
John Deere – 120 Excavator – (26,790#) $135
John Deere Mini-Excavator – 35G – (8,125#) $75
John Deere Mini-Excavator – 50G – (10,850#) $90
John Deere Mini-Excavator – 75G – (18,000#) $110
Tilt Bucket Attachment for Mini-Excavator $35
LOADERS/BACKHOES
John Deere 544 G – Front End Loader $148
John Deere 344 G – Front End Loader $111
John Deere 410 – Backhoe $90
John Deere 410 – Backhoe w/breaker $135
John Deere 310 – Backhoe $76
John Deere 310 – Backhoe w/breaker $114
SKID STEER/Compact Track Loader
John Deere – 314G – (6,300#) $70
John Deere – 320G – (7,150#) $80
Bobcat T595 Compact Track Loader – (8,000#) $90
John Deere – 332G – (10,000#) $100
Note: bucket or forks included in pricing above. Any
additional attachments would be at an additional cost.
TRACTORS/LOADER-GRADING-
New Holland 4030 – (76 HP) $120
Ford 250C-260C – (68 HP) $95
Ford 345C – (52 HP) $100
Special Council Agenda- October 15, 2024
T AND M RATES
Ford 445A-445D- (62 HP) $100
Ford 540B-545D- (66 HP) $104
DESCRIPTION HOURLY RATE
TRACTOR ONLY
John Deere 4066 – (65 HP) $104
Ford 4610/4630 – (55 HP) $75
Kubota 6030MF – (61 HP) $80
Kubota 5030MF – (50 HP) $75
Kubota 4030MF – (48 HP) $68
Kubota B7100 – (16 HP) $58
TRENCHERS
Vermeer T555 Rock Trencher $289
Case 860/960 $139
Case 860/960 – With Rock Wheel $220
Bobcat TL116 or Dingo Walk Behind Trencher $70
IRRIGATION EQUIPMENT (DOES NOT INCLUDE LABOR)
412 – Trac Stars Fusing Machine $90
612 – Trac Stars Fusing Machine $100
14+26 Pit Bull Fusing $50
Sidewall or Socket Machine/Tools $40
TRUCKS
1,800 gal. Water truck $96
Dump Truck – 10 CY $125
Dump Truck – 5/6 CY $79
Dump Truck – 3.5 CY $70
Flatbed Truck $79
Wacker Dumpers-Material Haulers
6001 Dumper – 6.5 Tons Material $115
5001 Dumper – 5.0 Tons Material $100
3001 Dumper – 3.0 Tons Material $90
MISCELLANEOUS (DOES NOT INCLUDE LABOR)
Sand-Pro $30
3” Pump $25
2” Pump $17
Generators under 8 hp $22
Concrete Mixers $25
Pick-up $40
Plate-Tamper or Jumping Jack Compactor $25
Special Council Agenda- October 15, 2024
T AND M RATES
ATV’s/ JD Gators $34
LP600 Laser $20
DESCRIPTION HOURLY RATE
ATTACHMENTS (DOES NOT INCLUDE LABOR)
Bowie Hydro – Mulcher $130
Straw Bale Shredder $45
Brillion Seeder $42
Gill $20
Vicon or Lely Spreader $32
Laser Box $45
Level Best laser box $50
Dakota Material Spreader $60
Provonost /Material Trailers $35
Box Scraper / Shaping Blade $17
LABOR RATES
Overtime rates will apply for time spent more than forty (40) hours in a week. All overtime hours will be billed at time and one-half of the applicable rates above. Holidays and Sundays will be billed at double time or per the established project agreement.
1. Foreman w/pickup $95
2. Foreman w/out pickup $71
3. LUL Skilled Laborer $56
4. General Laborer $44
5. Concrete Finisher $60
Special Council Agenda- October 15, 2024
2.2 GOLF COURSE CONSTRUCTION PERSONNEL
Construction Superintendent
Name:
Years Experience:
Years with Company:
Previous 5 Projects:
Assistant Superintendent
Name:
Years Experience:
Years with Company:
Shaping Crew
Lead Shaper
Name:
Years Experience:
Years with Company:
Shaper
Name:
Years Experience:
Feature Construction
Foreman:
Years Experience:
Years with Company:
Irrigation System
Construction Superintendent:
Years Experience:
Years with Company:
Eric Wolfert
15 years
9 years
Mission Bay Golf Course, Torrey Pines Golf Course
La Valle Coastal Club, Traditions Golf Club
Rancho La Quinta Golf Club
Scott McIntosh
Juan Ramos
24 years
24 years
TBD
TBD
Victor Ramirez
30 years
30 years
1 year
20 years
Special Council Agenda- October 15, 2024
Finish Crew
Foreman:
Years Experience:
Years with Company:
Previous 3 Projects:
TBD
Special Council Agenda- October 15, 2024
2.3 BIDDER INFORMATION
Company Name:
Physical Address:
Telephone:
Fax Number:
Bonding Company:
Address:
Telephone:
OWNER’S Name:
Liability Insurance:
Address:
Telephone:
OWNER’S Name:
Workman’s Compensation
Insurance Company:
Address:
Telephone:
OWNER’S Name:
Federal Tax ID Number:
Signature:
Print Name and Title:
Landscapse Unlimited, LLC
1201 Aries Drive
Lincoln, NE 68512
402-423-6653
402-423-4487
Gene Lilly Surety Bonds / Merchants Bonding Co.
735 S 56th Street
Lincoln, NE 68510
402-475-7700
Jim and Tom King
Lockton Companies, LLC
13710 FNB Parkway, Suite 400
Omaha, NE 68154
402-970-6105
Lockton Companies, LLC
13710 FNB Parkway, Suite 400
Omaha, NE 68154
402-970-6105
47-0822871
Roy Wilson - Assistant Manager
Special Council Agenda- October 15, 2024
2.4 LIST OF PROPOSED SUB-CONTRACTORS
Company Name:
Contact:
Address:
Phone Number:
Fax Number:
Phase of Work:
Company Name:
Contact:
Address:
Phone Number:
Fax Number:
Phase of Work:
Company Name:
Contact:
Address:
Phone Number:
Fax Number:
Phase of Work:
Company Name:
Contact:
Address:
Phone Number:
Fax Number:
Phase of Work:
R.P. Ruiz Corporation
Richard Ruiz
P.O. Box 1147
(805) 732-9683
(805) 512-7144
Concrete Cart Path & Fire Road
Somis, CA 93066
Evergreen Turf
Jimmy Fox
P.O. Box 2770
Chandler, AZ 85244-2770
(480) 456-1199
(480) 456-4699
Grassing
Special Council Agenda- October 15, 2024
2.5 LIST OF PROPOSED SUPPLIERS
Name
Products Supplied:
Name
Products Supplied:
Name
Products Supplied:
Name
Products Supplied:
Name
Products Supplied:
West Coast Aggregate Supply
Bunker Sand, Greensmix, Gravel, Road Base
Ewing
Capillary Concrete, Drainage Pipe
Eagle Golf
JM Bunker Liner, Drainage Pipe
Special Council Agenda- October 15, 2024
2.6 MATERIALS SUBMITTALS
Name _______________________________________
Products Supplied_____________________________
Special Council Agenda- October 15, 2024
CALIFORNIA
Pre-Qualification Bid
QUESTIONNAIRE
For
Indian Wells Golf Resort
Players Course Renovation
Special Council Agenda- October 15, 2024
PART I. ESSENTIAL REQUIREMENTS FOR QUALIFICATION
Contractor will be immediately disqualified if the answer to any question 1 through 5 is "no". Disqualification for such an answer may not be appealed.
1. Do you possess a valid and current California Contractor's license for the project or projects for which it intends to submit a bid.
☐Yes ☐ No
2. Do you have a liability insurance policy with a policy limit of at least $1,000,000 per occurrence and $2,000,000 aggregate.
☐Yes ☐No
3. Do you have a current workers' compensation insurance policy as required by the Labor Code or is legally self-insured pursuant to Labor Code section 3700 et. seq. ☐Yes ☐No
4. Have you attached a notarized statement from an admitted surety insurer (approved by the California Department of Insurance) and authorized to issue bonds in the State of California, which states that your current bonding capacity is sufficient for the project for which you seek pre-qualification. The statement must be from the surety not an agent or broker.
☐Yes ☐No
5. Have you attached your latest copy of a reviewed or audited financial statement with accompanying notes and supplemental information.
☐Yes ☐No
Contractor will be immediately disqualified if the answer to any question 6 through 9 is "yes". If the answer to question 7 is "yes", and if debarment would be the sole reason for denial of pre-qualification, any pre-qualification issued will exclude the debarment period. A contractor disqualified solely because of a "yes" answer to 6 OR 8 may appeal the disqualification and provide an explanation for the relevant circumstances during the appeal process.
6. Has your contractor's license been revoked at any time in the last five years? ☐Yes ☐No
7. Has a surety firm completed a contract on your behalf, or paid for completion because your firm was default terminated by the project owner within the last five (5) years? ☐Yes ☐No
8. At the time of submitting this pre-qualification form, is your firm ineligible to bid on or be awarded a public works contract, or perform as a subcontractor on a pu blic works contract, pursuant to Labor Code section 1777.1 or section 1777.7? X
X
X
X
X
X
X
No
Special Council Agenda- October 15, 2024
C. For Firms That Are Sole Proprietorships:
18. Date of commencement of business:
19. Tax ID number or Social security number of company owner: _
D. For Firms That Intend to Make a Bid as Part of a Joint Venture:
20. Date of commencement of joint venture: _
21. Tax ID number:
22. Attach a list for each member of the joint venture that includes all relevant information, as requested above, for the type of entity.
Part III. HISTORY OF BUSINESS
23. State your firm's gross revenues for each of the last three years:
2021: 2022: 2023
24. How many years has your organization been in business in California as a contractor under your present business name and license number?
Years in Business:
25. Is your firm currently the debtor in a bankruptcy case? ☐Yes ☐No
If "yes," attach a statement that includes the case number, court (name and location), chapter under which you filed, and the date on which the petition was initially filed.
26. Was your firm in bankruptcy at any time during the last five years? (This question refers only to a bankruptcy action that was not described in the answer above) ☐Yes ☐No
If "yes," attach a statement that includes the case number, court (name and location), chapter under which you filed, the date on which the petition was initially filed, and a copy of the Bankruptcy Court's discharge order, or of any other document that ended the case, if no discharge order was issued. •
27. Attach on a separate sheet of paper a list of all California construction license numbers, classifications and expiration dates of the California contractor licenses held by your firm.
July 2, 1999
47-0822871
$75,000,000 $114,075,000 120,000,000
Limited Liability Company
25 years
X
X
California - General Engineering, General Building and Landscaping #973614
Classifications - A B C27
Special Council Agenda- October 15, 2024
48. What is your firm's OSHA Incidence Rate? [ formula for calculating the incidence rate is as follows: (total recordable injuries X 200,000) / (total number of man-hours)] 2019:
2020:
2021:
2022:
2023:
49. Has CAL OSHA cited and assessed penalties against your firm for any "serious," "willful" or "repeat" violations of its safety or health regulations in the past five years?
NOTE: If you have filed an appeal of a citation, and the Occupational Safety and Health Appeals Board has not yet ruled on your appeal, you need not include information about it.
☐Yes ☐No
If "yes," attached a separate signed page describing the citations, including information about the dates of the citations, the nature of the violation, the project on which the citation(s) was or were issued, the amount of penalty paid, if any. If the citation was appealed to the Occupational Safety and Health Appeals Board and a decision has been issued, state the case number and the date of the decision.
50. Has the federal Occupational Safety and Health Administration cited and assessed penalties against your firm in the past five years?
NOTE: If you have filed an appeal of a citation and the Appeals Board has not yet ruled on your appeal, or if there is a court appeal pending, you need not include information about the citation.
☐Yes ☐No
If "yes," attach a separate signed page describing each citation.
51. Has the EPA or any Air Quality Management District or any Regional Water Quality Control Board cited and assessed penalties against either your firm or the owner of a project on which your firm was the contractor, in the past five years?
NOTE: If you have filed an appeal of a citation and the Appeals Board has not yet ruled on your appeal, or if there is a court appeal pending, you need not include information about the citation.
☐Yes ☐No
If "yes," attach a separate signed page describing each citation. .80
.90
.9 .90
.70
.82
X
X
X
Special Council Agenda- October 15, 2024
59. At any time during the last five years, has your firm been found to have violated any provision of California apprenticeship laws or regulations, or the laws pertaining to use of apprentices on public works?
NOTE: You may omit reference to any incident that occurred prior to January 1, 1998, if the violation was by a subcontractor and your firm, as general contractor on a project, had no knowledge of the subcontractor's violation at the time they occurred.
☐Yes ☐No
If "yes," provide the date(s) of such findings and attach copies of the Department's final decision(s).
PART V. RECENT CONSTRUCTION PROJECTS COMPLETED
60. Contractor shall provide information about its six most recently completed golf course projects and its three largest completed golf course projects within the last 5 years. Names and references must be current and verifiable. Contractors will be scored ONLY on their best five past jobs. Use separate sheets of paper that contain all of the following information:
Project Name:
Location:
Owner:
Owner Contact (name and current phone number):
Architect or Engineer Contact (name and current phone number):
Construction Manager (name and current phone number):
Description of Project, Scope of Work Performed:
Total Value of Construction (including change orders):
Original Scheduled Completion Date:
Time Extensions Granted (number of days):
Actual Date of Completion:
X
*See attached
Special Council Agenda- October 15, 2024
61. Proposed Project Manager for current project
Name:
Years Employed by your firm:
Present title:
Years in present position:
62. Was your current project manager employed by your firm as project manager for at least two jobs listed in question sixty?
☐Yes ☐No
If "yes", attach a sheet indicating which jobs.
If "no" attach a sheet including all of the information listed in question sixty, showing that your project manager completed at least two projects of similar magnitude and complexity in the last five years.
63. Will your project manager or a person as or more qualified be at the job at all times? ☐Yes ☐No
64. Proposed Project Superintendent
Name:
Years Employed by your firm:
Present title:
Years in present position:
65. Was your project superintendent employed by your firm as project superintendent for at least two jobs listed in question sixty?
☐ Yes ☐ No
If "yes", attach a sheet indicating which jobs.
If "no" attach a sheet including all of the information listed in question sixty, showing that your project superintendent completed at least two projects of similar magnitude and complexity in the last five years.
66. Will your project superintendent or a person as or more qualified be at the job at all times?
☐Yes ☐No
Larry Barefield
1 year
Senior Project Manager
1 year
X
X
Eric Wolfert
9 years
Superintendent
9 years
X
X
Special Council Agenda- October 15, 2024
Recently Completed Projects
PROVIDING CUSTOMIZED SOLUTIONS FOR THE GOLF RECREATION INDUSTRY Golf Construction | Golf Renovation | Sports Recreation | Golf Management | Irrigation Project City State Owner Owner Contact Architect Scope Total Value Schedule Completion Date
Actual Date of
Completion LU Personnel
Club at 3 Creek Jackson WY The Club at 3 Creek
Michael Marion
307-732-8900
Rees Jones, Inc.
973-744-4031
Scope: South practice facility and bunker
renovation $4,283,118.29 6/30/2024 7/31/24 Larry Barefield Tradition Golf Club La Quinta CA Tradition Golf Club
Ty Broadhead
760-564-3355 N/A Short Game Area Renovation $196,880.00 7/5/2023 7/17/2023 Eric Wolfert Links of North Dakota Ray ND The Links of North Dakota
Gustavo Rodriguez
701-609-6143 N/A New irrigation system $2,593,000.00 9/15/2024 8/15/2024 Tradition Golf Club La Quinta CA Tradition Golf Club
Ty Broadhead
760-564-3355 N/A Green Resurfacing $853,090.93 8/7/2024 15-Jul-24 Eric Wolfert North Ranch Country Club Westlake Village CA North Ranch Country Club Jenny Duce
805-496-1995
Jackson Kahn Golf Course
Design, LLC
602-999-4589
Golf Course Renovation - 9-Holes Oaks
course & 9-Holes Valley Course New
Features, Regrassing, and Replacing
Irrigation System. Tee-to-green layout
changes.$9,980,222.50 10/14/2024 9/27/2024 Larry Barefield Kingdom of TaylorMade Carlsbad CA TaylorMade
Halsey Hammond
[email protected]
Piza Golf / Augie Piza
[email protected] Short game renovation $185,314.61 5/30/2024 7/31/2024 Eric Wolfert Rancho La Quinta CC La Quinta CA
Master Association for Rancho
La Quinta
Chris Erickson, Dir of Agronomy
858-774-1120 N/A Bunker renovation $883,064.40 9/30/2024 9/20/2024 Jackson Hole Golf & Tennis Club Jackson WY
Vail Resorts Management
Company
Guy Evans
307-734-3855
Robert Trent Jones II, LLC
[email protected] #9 Hole rebuild $266,036.26 7/5/2024 7/31/2024 Larry Barefield Largest in the past 5 years
Wicker Point Country Club Alexander City AL Russell Lands Development Roger Holliday
[email protected] N/A New golf course $10,014,355.84 11/30/2022 12/15/2022 Lost Rail Golf Club Gretna NE Lost Rail LLC
Scott Hoffman & Bill Kubly
402-423-6653 Scott Hoffman
Construct new 18 hole golf course and
short course $10,278,826.57 10/1/2021 8/12/2022
Vintage Club Indian Wells CA The Vintage Club
Lane Stave
760-340-0500
Jackson Kahn Golf Course
Design, LLC
Desert Course - New Irrigation system,
renovation to greens, new back tee,
bunker construction with capillary
concrete, cart path, grassing, landscape
renovation including irrigation, plants,
trees, and cacti.$7,722,909.36 10/15/2022 10/1/2022
La Quinta Country Club La Quinta CA La Quinta Country Club Kirk Burmeister
760-564-4151 N/A Irrigation renovation $4,704,900.00 9/30/2024 9/15/2024 Industry Leader Since 1976 | Global Capabilities | Traditional Design-Build Delivery Method | Awarding Winning Projects 1
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Landscapes Holding, LLC
Independent Accountant’s
Review Report and
Consolidated Financial
Statements
December 31, 2023
Special Council Agenda- October 15, 2024
Independent Accountant’s Review Report
Members
Landscapes Holding, LLC
Lincoln, Nebraska
We have reviewed the accompanying consolidated financial statements of Landscapes Holding, LLC and its subsidiaries, which comprise the consolidated balance sheet as of December 31, 2023, and the related consolidated statements of income, members’ equity (deficit) and cash flows for the year then ended, and the related notes to the financial statements. A review includes primarily applying analytical procedures to management’s financial data and making inquiries of company management. A review is substantially less in scope than an audit, the objective of which is the expression of an opinion regarding the financial statements as a whole. Accordingly, we do not express such an opinion.
Management’s Responsibility for the Financial Statements Management is responsible for the preparation and fair presentation of these consolidated financial statements in accordance with accounting principles generally accepted in the United States of America; this includes the design, implementation and maintenance of internal control relevant to the preparation and fair presentation of consolidated financial statements that are free from material misstatement, whether due to fraud or error.
Accountant’s Responsibility
Our responsibility is to conduct the review engagement in accordance with Statements on Standards for Accounting and Review Services promulgated by the Accounting and Review Services Committee of the AICPA. Those standards require us to perform procedures to obtain limited assurance as a basis for reporting whether we are aware of any material modifications that should be made to the financial statements for them to be in accordance with accounting principles generally accepted in the United States of America. We believe that the results of our procedures provide a reasonable basis for our conclusion.
We are required to be independent of Landscapes Holding, LLC and to meet our other ethical responsibilities, in accordance with the relevant ethical requirements related to our review.
Accountant’s Conclusion
Based on our review, we are not aware of any material modifications that should be made to the accompanying consolidated financial statements in order for them to be in accordance with accounting principles generally accepted in the United States of America.
Special Council Agenda- October 15, 2024
2 Other Matter
The accompanying supplementary consolidating information is presented for purposes of additional analysis of the consolidated financial statements rather than to present the financial position, results of operations and cash flows of the individual companies, and is not a required part of the basic consolidated financial statements. Such information is the responsibility of management and was derived from, and relates directly to, the underlying accounting records used to prepare the financial statements.
The supplementary information has been subjected to the review procedures applied in our review of the basic consolidated financial statements. We are not aware of any material modifications that should be made to the supplementary consolidating information. We have not audited the supplementary consolidating information and do not express an opinion on such information.
Lincoln, Nebraska
April 19, 2024
Special Council Agenda- October 15, 2024
Landscapes Holding, LLC
See Independent Accountant’s Review Report and Notes to Consolidated Financial Statements Consolidated Balance Sheet
with Consolidating Information
December 31, 2023
ASSETS
LUL LGG LGM LHL Eliminations Consolidated
Current Assets
Cash and cash equivalents 6,994,139$ 3,000,679$ 683,732$ -$ -$ 10,678,550$ Receivables
Contract 13,098,048 - - - - 13,098,048 Due from related parties 687,202 - 158,177 - (757,187) 88,192 Other 240,259 - - - - 240,259 Trade and other, net - 58,177 1,378,313 - - 1,436,490 Inventories 7,313,845 487,197 42,445 - - 7,843,487 Contract assets - costs and estimated
earnings in excess of billings on
uncompleted contracts 1,096,188 - - - - 1,096,188 Contract assets - retainage 74,734 - - - - 74,734 Prepaid expenses 2,017,022 262,977 49,873 - - 2,329,872 Total current assets 31,521,437 3,809,030 2,312,540 - (757,187) 36,885,820 Property and Equipment, at Cost
Land and improvements - 13,805,789 - - (6,292) 13,799,497 Buildings and improvements 3,216,377 7,521,827 - - - 10,738,204 Equipment 16,405,011 3,801,552 - - - 20,206,563 Trucks and other vehicles 3,951,572 - 30,381 - - 3,981,953 Office furniture and equipment 1,191,167 - 74,260 - - 1,265,427 Construction in progress - 47,942 - - - 47,942 24,764,127 25,177,110 104,641 - (6,292) 50,039,586 Less accumulated depreciation 13,719,414 16,077,769 57,092 - - 29,854,275 11,044,713 9,099,341 47,549 - (6,292) 20,185,311 Other Assets
Receivables due from related
parties 1,293,000 - 348,122 - (526,000) 1,115,122 Investments in unconsolidated golf
courses - 770,478 - - - 770,478 Investment in subsidiaries - - - 32,694,567 (32,694,567) - Other 1,268,429 12,147 137,530 - - 1,418,106 2,561,429 782,625 485,652 32,694,567 (33,220,567) 3,303,706 45,127,579$ 13,690,996$ 2,845,741$ 32,694,567$ (33,984,046)$ 60,374,837$ Consolidating Information
Special Council Agenda- October 15, 2024
3 LIABILITIES AND MEMBERS’ EQUITY
Consolidating Information
LUL LGG LGM LHL Eliminations Consolidated
Current Liabilities
Current maturities of long-term
debt 756,648$ 965,161$ -$ -$ -$ 1,721,809$ Payable to related parties - 258,774 498,413 - (757,187) - Other accounts payable 3,647,840 460,130 227,734 - - 4,335,704 Accrued liabilities 1,178,645 421,627 420,276 - - 2,020,548 Deferred revenue - 425,135 - - - 425,135 Contract liabilities - billings in excess of
costs and estimated earnings on
uncompleted contracts, net of contract
retention totaling $1,091,141 11,262,538 - - - - 11,262,538 Total current liabilities 16,845,671 2,530,827 1,146,423 - (757,187) 19,765,734 Long-term Debt 2,490,775 6,148,611 - - - 8,639,386 Other Liabilities
Accounts payable to related parties - 847,410 - - (526,000) 321,410 Other 301,027 - - - - 301,027 301,027 847,410 - - (526,000) 622,437 Landscapes Holding, LLC
Members' Equity 25,490,106 5,511,435 1,699,318 32,694,567 (32,700,859) 32,694,567
Noncontrolling Interest - (1,347,287) - - - (1,347,287) Total Members’ Equity 25,490,106 4,164,148 1,699,318 32,694,567 (32,700,859) 31,347,280 45,127,579$ 13,690,996$ 2,845,741$ 32,694,567$ (33,984,046)$ 60,374,837$
Special Council Agenda- October 15, 2024
Landscapes Holding, LLC
See Independent Accountant’s Review Report and Notes to Consolidated Financial Statements 4 Consolidated Statement of Income
with Consolidating Information
Year Ended December 31, 2023
LUL LGG LGM LHL Eliminations Consolidated
Revenues Earned 121,480,749$ 11,808,631$ 41,369,485$ -$ (4,977,998)$ 169,680,867$ Cost of Revenues Earned 101,186,589 1,547,913 36,864,578 - (4,508,702) 135,090,378 Gross Profit 20,294,160 10,260,718 4,504,907 - (469,296) 34,590,489 Operating Expenses
Salaries and wages 6,104,447 - 3,181,293 - 220,000 9,505,740 Employee benefits 594,370 - - - 20,000 614,370 Depreciation 924,381 583,710 15,853 - - 1,523,944 Professional fees 804,292 - - - - 804,292 Office expenses 424,556 - - - 50,000 474,556 Travel and entertainment 738,009 - - - - 738,009 Corporate aircraft expenses 526,653 - - - - 526,653 Telephone 103,032 - - - 5,000 108,032 Education and training 59,963 - - - - 59,963 Golf shop and driving range - 720,155 - - - 720,155 Golf carts - 559,579 - - - 559,579 Golf course maintenance - 2,425,267 - - - 2,425,267 Food and beverage - 1,406,711 - - - 1,406,711 General and administrative - 2,076,940 982,051 - (297,360) 2,761,631 Management fees - 469,296 - - (469,296) - Other 726,574 210,180 - - 2,360 939,114 11,006,277 8,451,838 4,179,197 - (469,296) 23,168,016 Operating Income 9,287,883 1,808,880 325,710 - - 11,422,473 Other Income (Expense)
Interest income 312,163 17,425 - - (22,858) 306,730 Interest expense (195,018) (385,044) - - 22,858 (557,204) Equity in operations of
unconsolidated golf courses - 497,079 - - - 497,079 Equity in operations of
subsidiaries - - - 11,113,390 (11,113,390) - Other (488,122) (1,331) 100,984 - - (388,469) (370,977) 128,129 100,984 11,113,390 (11,113,390) (141,864) Net Income 8,916,906 1,937,009 426,694 11,113,390 (11,113,390) 11,280,609 Less: Net Income Attributable
to the Noncontrolling Interest - 167,219 - - - 167,219 Net Income Attributable
to Landscapes Holding, LLC 8,916,906$ 1,769,790$ 426,694$ 11,113,390$ (11,113,390)$ 11,113,390$ Consolidating Information
Special Council Agenda- October 15, 2024
Landscapes Holding, LLC
See Independent Accountant’s Review Report and Notes to Consolidated Financial Statements 5 Consolidated Statement of Members’ Equity
with Consolidating Information
Year Ended December 31, 2023
Noncontrolling
LUL LGG LGM LHL Interest Eliminations Consolidated
Balance, January 1, 2023 24,235,217$ 3,741,645$ 1,272,624$ 29,243,194$ (1,273,220)$ (29,249,486)$ 27,969,974$ Net income 8,916,906 1,769,790 426,694 11,113,390 167,219 (11,113,390) 11,280,609 Distributions (7,662,017) - - (7,662,017) (241,286) 7,662,017 (7,903,303) Balance, December 31, 2023 25,490,106$ 5,511,435$ 1,699,318$ 32,694,567$ (1,347,287)$ (32,700,859)$ 31,347,280$ Consolidating Information
Special Council Agenda- October 15, 2024
Landscapes Holding, LLC
See Independent Accountant’s Review Report and Notes to Consolidated Financial Statements 6 Consolidated Statement of Cash Flows
with Consolidating Information
Year Ended December 31, 2023
LUL LGG LGM LHL Eliminations Consolidated
Operating Activities
Net income 8,916,906$ 1,937,009$ 426,694$ 11,113,390$ (11,113,390)$ 11,280,609$ Items not requiring (providing) cash
Depreciation 1,849,868 583,710 15,853 - - 2,449,431 Gain on disposal of property
and equipment (159,629) (87,437) - - - (247,066) Equity in operations of
unconsolidated golf courses - (497,079) - - - (497,079) Equity in operations of subsidiaries - - - (11,113,390) 11,113,390 - Distributions in excess of income
of subsidiaries - - - 7,662,017 (7,662,017) - Changes in
Contract receivables (4,618,638) - - - - (4,618,638) Trade and membership receivables - 26,889 (428,666) - - (401,777) Due from related parties 782,428 - (239,995) - (784,242) (241,809) Other receivables 53,018 - - - - 53,018 Inventories 469,865 (19,589) (42,445) - - 407,831 Contract assets - retainage 847,466 - - - - 847,466 Contract assets - costs and estimated
earnings in excess of billings on
uncompleted contracts (148,394) - - - - (148,394) Prepaid expenses (65,121) (47,073) (20,842) - - (133,036) Accounts payable (2,739,678) 129,379 91,733 - - (2,518,566) Accounts payable to related parties - (635,744) (148,498) - 784,242 - Accrued liabilities (1,410,095) 72,047 154,230 - - (1,183,818) Contract liabilities - billings in excess of
costs and estimated earnings on
uncompleted contracts 216,915 - - - - 216,915 Deferred revenue - 59,264 - - - 59,264 Other 148,103 - - - - 148,103 Net cash provided by (used in)
operating activities 4,143,014 1,521,376 (191,936) 7,662,017 (7,662,017) 5,472,454 Investing Activities
Distributions received from
unconsolidated golf courses - 505,475 - - - 505,475 Proceeds from disposal of
property and equipment 570,311 155,175 - - - 725,486 Purchase of property and equipment (5,152,673) (344,741) (13,635) - - (5,511,049) Other (451,752) 3,169 (92,530) - - (541,113) Net cash provided by (used in)
investing activities (5,034,114) 319,078 (106,165) - - (4,821,201) Consolidating Information
Special Council Agenda- October 15, 2024
Landscapes Holding, LLC
See Independent Accountant’s Review Report and Notes to Consolidated Financial Statements 7 Consolidated Statement of Cash Flows
with Consolidating Information - Continued
Year Ended December 31, 2023
LUL LGG LGM LHL Eliminations Consolidated
Financing Activities
Principal payments on long-term debt (1,084,620)$ (942,433)$ -$ -$ -$ (2,027,053)$ Distributions to noncontrolling interests - (241,286) - - - (241,286) Distributions (7,662,017) - - (7,662,017) 7,662,017 (7,662,017) Net cash used in financing activities (8,746,637) (1,183,719) - (7,662,017) 7,662,017 (9,930,356) Change in Cash and Cash Equivalents (9,637,737) 656,735 (298,101) - - (9,279,103) Cash and Cash Equivalents,
Beginning of Year 16,631,876 2,343,944 981,833 - - 19,957,653 Cash and Cash Equivalents, End
of Year 6,994,139$ 3,000,679$ 683,732$ -$ -$ 10,678,550$ Consolidating Information
Supplemental Cash Flows Information
Interest paid 195,260$ 379,205$ -$ -$ (22,858)$ 551,607$ Direct financing acquisitions of
property and equipment 184,309$ 633,310$ -$ -$ -$ 817,619$
Special Council Agenda- October 15, 2024
2.1 BID FORM
Bid Package: Player’s Course Construction
Date: June 28, 2024 & July 22, 2024 (RETURN DATE: August 5, 2024 @ 2 pm PDT) Project: Players Course Redesign
Owner: The City of Indian Wells, Indian Wells, California Golf Course Manager Troon Golf
Robin Graf, General Manager
44-500 Indian Wells Lane Indian Wells, CA 92210
Golf Architect: John Fought Design
8040 E Morgan Trail #18
Scottsdale AZ 85254
Irrigation Designer: Fairway Irrigation ~ David Yoshimura 77-605 Delaware Place
Palm Desert, CA 92211
The undersigned, hereby proposes to furnish at its own cost and expense all supervision, labor, materials, tools, equipment, facilities, and insurance necessary to fully complete the work itemized below in accordance with the construction drawings and specifications as itemized in this Bid Package.
NOTE TO BID FORM:
The following specifications and details are to be used in conjunction with the DESIGNER’S plans. In the performance of all work described herein, the CONTRACTOR is expected to follow the DESIGNER’S plans as well as the Site Visit Notes generated by periodic visits to the site by the DESIGNER and /or his representative during construction. All work performed must conform to the Plans, Specifications, and Site Visit Notes to the satisfaction of the DESIGNER and OWNER. The General Conditions of the Contract for Construction (AIA Document A201) apply.
It should be understood that all quantities shown are estimates. The CONTRACTOR is expected to confirm these quantities; if a recalculation of the quantities is not indicated, this will be interpreted as an agreement with these estimates. Please review section 5.1 Administration Procedures carefully as they will be stringently followed throughout the process.
ATTACHMENT #8
Special Council Agenda- October 15, 2024
MOBILIZATION & CONTRACTOR OVERHEAD:
This includes the movement of all equipment and personnel to the site and the set-up of the construction operation on the site per requirements as stipulated by owner. It also includes the golf contractors project overhead.
TOTAL MOBILIZATION & CONTRACTOR OVERHEAD $
EROSION CONTROL:
A)Silt Fence (unit price) $_____/L.F.
B)Hay Bales (unit price) $____/bale
C)Straw Waddle (unit price) $____/L.F.
D)Construction Entrance $_______
ALLOWANCE $150,000
DEMOLITION:
A)Removal of old concrete cart path (Bury on site):
Remove 118,724 S.F. of old path @ = $
B)Tree & Brush clearing (as per plans & specifications):
Clearing 3.87 ac. @ $ /ac. = $
C) Drainage Parts removal: 3,681 L.F. of pipe & 23 catch basins:
$
D)Turf Tilling (Golf Superintendent to spray with Glyphosate):
57.9 ac. Tilling old turf @ $ /ac. = $
TOTAL DEMOLITION $_____________
EARTHWORK:
Contractor will be responsible for staying within golf course boundaries as indicated on the plans throughout the construction process. This item includes proper procedures to control dust and airborne particles from leaving the construction site. Owner will supply water.
A) Earthmoving of material: 115,130 yd3 @ $/yd3 = $ 10.50 1,893,750.00
8.00 35.00
7.00 8,500.00
730,152.60$6.15
176,330.00 682,397.10
70,195.00
6,200.00 358,980.00
1,841,724.70
1,208,865
730,095.00
Special Council Agenda- October 15, 2024
B)Shaping:Shaping of all golf features and playing
areas as outlined on the plans = $
TOTAL EARTHWORK $
DRAINAGE:
The following drainage items will be constructed in accordance with the Plans & Specifications.
PIPE:
A) 4-inch Solid CPP -12,045 L.F. @ $ /L.F. = $
DRAINAGE STRUCTURES:
A)12 inch catch basins 90 @ $ ea. = $ __________
B)New Sumps (6 X 6 X 6) 5 @ $ ea. = $ __________ TOTAL DRAINAGE $_____________
FEATURE CONSTRUCTION:
A) Greens:
•NEW GREENS (9) To be constructed per plans to USGA
Recommended Specification (see detail).
54,633 S.F. @ $ /S.F. = $
•EXISTING GREENS (12) remove thatch layer (4 inches), install 4 inches of new mix and till
65,151 S.F. @ $________/S.F. = $_____________
B)Tees: To be built out of native material (laser leveled) 137,968 SF @ $ /SF = $
C)bunkers: As per plans and specifications. Please note: all bunkers to be lined – 65% Capillary Concrete; 35% JM Evalith (See details). 1,91,938,960
47.60 573,342,00
2,805.00
1,735.00
252,450.00
8,675.00
834,467.00
19.80 1,081,733.40
7.60 495,147.60
4.55 627,754.40
730,095.00
Special Council Agenda- October 15, 2024
83,139 S.F. @ $ /S.F. = $
TOTAL FEATURE CONSTRUCTION $_____________
CART PATHS:
The cart paths will consist of 7-foot-wide cart path with aggregate finish (See Specifications).
A) Cart paths:
Golf Course 79,861 S.F. @ $ /S.F. = $_______________ B) Curbing 3,000 L.F. @ $ /L.F. = $_______________ C) FIRE ROAD (16 foot wide) 63,702 S.F. @ $ /S.F. = $
TOTAL CART PATH $
FINISHING:
The overall construction process is so disruptive that it becomes necessary to partially reshape everything. For instance, the final shapes of the critical areas like putting surfaces and tees must be recreated. The finishing, therefore, becomes the final touch to tie it all together. The finishing also prepares the ground for planting turf by producing a proper seedbed.
FINISHING (Lump Sum) $_____________
GRASSING:
A) Greens:
Tifeagle sprigs - 119,784 @ $ /S.F. = $
B) Playing Areas:
38.43 acres of sprigged 419 Tifway grass @ $ /ac. = $______________ C) Sod:
160,000 S.F of 419 Tifway Bermuda sod @ $ /ac. = $______________
TOTAL GRASSING $_____________
20.75 1,725,134.25
3,929,769.65
11.80 23.25
22.40 942,359.80
69,750.00
1,426,924.80
2,439,034.60
699,800.00
1.50 13,965.00
63,925.00
179,676.00
536,674.95
235,244.00
951,594.95
Special Council Agenda- October 15, 2024
BONDING:
A)Bid Bond
B)Performance Bond
TOTAL BONDING
BID SUMMARY:
MOBILIZATION & CONTRACTOR OVERHEAD
EROSION CONTROL
DEMOLITION
EARTHWORK
DRAINAGE
IRRIGATION
FEATURE CONSTRUCTION
CART PATHS
FINISHING
GRASSING
BONDING
TOTAL BID
$____________
$____________
$____________
$____________
$ 150,000
$____________
$____________
$____________
$____________
$____________
$____________
$____________
$____________
$____________
$____________
(In Words): _____________________________________________________________ By: __________________________________ _______________________________ Company Name Name/Title 2,068,445.00
16,918,792.90
Sixteen Million Nine Hundred Eighteen Thousand Seven Hundred Ninty Two Dollars and Ninty Cents 171,247.00
Sperber Landscape Companies, LLC.Erika Murata / Business Developer N/A
171,247.00
171,247.00
951,594.95
699,800.00
2,439,034.60
3,929,769.65
834,467.00
1,938,960.00
1,841,724.70
1,893,750.00
Special Council Agenda- October 15, 2024
Fairway Irrigation Design - Design Specifications 9/23/2024 Page 6 Bidder’s Name:
Provisional Contingency Quantity and Unit Pricing
Field modifications may require additions or deletions to the proposed work. The unit items shall be used to determine the amount of additional compensation to the Contractor and/or the credit amount to be reimbursed to the Owner. The prices below must reflect all materials, taxes, supervision, labor, equipment charges and any other expenses associated with the installation of each item. Materials included in the unit price and provisional contingency quantities must be the same as materials called out on the design drawing and shall meet all requirements of the specification document.
Rain Bird Golf Remodel
Contingency Unit Price – Revised 9/23/2024
Include all materials, labor and equipment (sprinklers, connectors, swing joints, pipe, glue, fittings, wire, etc.) for complete installation of each item. Price all items listed even if the item may not appear on the plans.
Item Quantity Unit Price Extended Total
1. Rain Bird A-702E-70-36 10 $___________ea. $________________
2. Rain Bird A-752-70-36 15 $___________ea. $________________
3. Rain Bird A-752-70-22 10 $___________ea. $________________
4. Rain Bird 5004 Rotor 10 $___________ea. $________________
5. Rain Bird 1804 SAM-PRS 10 $___________ea. $________________
6. #5 Quick Coupling Valve 2 $___________ea. $________________
7. Sub-main Isolation valve (#8431GGQ)5 $___________ea. $________________
8. 1” Brass Electric Control Valve- RB 5 $___________ea. $________________
9. 1 ½ ” Brass Elec. Control Valve- RB 2 $___________ea. $________________
10. 1 ½” Wilkins 600XL 1 $___________ea. $________________
11. Air Release Valve 1 $___________ea. $________________
12. Mainline RW Gate Valve – 12”1 $___________ea. $________________
13. Mainline RW Gate Valve – 10”1 $___________ea. $________________
14. Mainline RW Gate Valve – 8”1 $___________ea. $________________
15. Mainline RW Gate Valve – 6”1 $___________ea. $________________ Total Contingency $________________
Sperber Landscape Companies, LLC.
535
560
560
120
45 400
840
600
820
1,130
1,545
4,750
2,980
1,900
3,500
1,900
2,980
3,500
4,750
1,545
1,130
1,640
3,000
4,200
800
450
1,200
5,600
8,400
5,350
46,445
Special Council Agenda- October 15, 2024
2.2 GOLF COURSE CONSTRUCTION PERSONNEL
Construction Superintendent
Name:
Years Experience:
Years with Company:
Previous 5 Projects:
Assistant Superintendent
Name:
Years Experience:
Years with Company:
Shaping Crew
Lead Shaper
Name:
Years Experience:
Years with Company:
Shaper
Name:
Years Experience:
Feature Construction
Foreman:
Years Experience:
Years with Company:
Irrigation System
Construction Superintendent:
Years Experience:
Years with Company:
James Estrada Pimentel
35 Years
10 Years
Francisco Dorado
30 Years
23 Years
Jose Miguel Dorado
30 Years
23 Years
Alejandro Gutierrez
30 Years
2 Years
Alejandro Gutierrez
30 Years
2 Years
Arturo Lopez
35 Years
5 Years
Pearl CC, Spanish Trails, Club Campestre de Leon,
Tiburon Golf Club, Wildcat Golf Course
Special Council Agenda- October 15, 2024
Finish Crew
Foreman:
Years Experience:
Years with Company:
Previous 3 Projects:
Jaime Roman
8 Years
5 YearsCampus Commons, Sonoma Golf Club, Boulder Ridge
Special Council Agenda- October 15, 2024
2.3 BIDDER INFORMATION
Company Name:
Physical Address:
Telephone:
Fax Number:
Bonding Company:
Address:
Telephone:
OWNER’S Name:
Liability Insurance:
Address:
Telephone:
OWNER’S Name:
Workman’s Compensation
Insurance Company:
Address:
Telephone:
OWNER’S Name:
Federal Tax ID Number:
Signature:
Print Name and Title:
Sperber Landscape Companies, LLC.
30700 Russell Ranch Road # 120
Westlake Village, CA 91362
310.579.6154
Alliant Services
333 S. Hope St Suite 3750
Los Angeles, CA 90071
213.443.2476
Maria Pena
Same as above
Same As Above
82-4450778
Erika Murata // Business Developer
Erika Murata
Special Council Agenda- October 15, 2024
2.4 LIST OF PROPOSED SUB-CONTRACTORS
Company Name:
Contact:
Address:
Phone Number:
Fax Number:
Phase of Work:
Company Name:
Contact:
Address:
Phone Number:
Fax Number:
Phase of Work:
Company Name:
Contact:
Address:
Phone Number:
Fax Number:
Phase of Work:
Company Name:
Contact:
Address:
Phone Number:
Fax Number:
Phase of Work:
D.H.R Construction, Inc.
Joy Ramos
860 Green Island Rd.
American Canyon, CA 94503
707.552.6500
707.552.6555
Golf Construction
Evergreen Turf
Jimmie Fox
11407 E. Germann
Chandler, AZ 85286
606.626.9959
Grassing
So Cal Grading
Keith Gerdes
16291 Construction Circle
Irvine, CA 92606
949.424.5660
Grading
Special Council Agenda- October 15, 2024
2.5 LIST OF PROPOSED SUPPLIERS
Name
Products Supplied:
Name
Products Supplied:
Name
Products Supplied:
Name
Products Supplied:
Name
Products Supplied:
Evergreen Turf
Sod & Sprigs for Grassing
West Coast Sand & Gravel
Bulk Materials, Bunker Sand, Gravel and Greens Mix
Advanced Drainage Systems
Drainange Materials
Special Council Agenda- October 15, 2024
2.6 MATERIALS SUBMITTALS
Name _______________________________________
Products Supplied_____________________________
Special Council Agenda- October 15, 2024