HomeMy WebLinkAboutContract 61734-CO1Attest:______________________________
Jannette S. Goodall City Secretary
___________________________________
12/13/2024
Contract Time
(CD)
180
0
0
0
180
0
180
%
Date
Date
Date
Date
Darte
M&C Number M&C Date Approved
Contract Compliance Manager:
By signing I acknowledge that I am the person responsible
for the monitoring and adminstration of this contract, including Nikita Watts
ensuring all performance and reporting requirements.Sr. Capital Projects Officer
City Of Fort Worth
Change Order Request
Date
Change Order #1 increases the original contract amount by $165,325.00 for a revised contract amount of $1,379,000.00.
This is for the procurement and installation of golf course equipment that will help maintain carts, mowers, and other equipment utilized to maintain the golf
course. This is an increase of 14%.
No additional contract time requested.
JUSTIFICATION (REASONS) FOR CHANGE ORDER
It is understood and agreed that the acceptance of this Change Order by the contractor consitutes an accord and satisfaction and represents payment in full (both
time and money) for all costs arising out of, or incindental to the above Change Order.
Austin DyerCGC General
Amount of Proposed Change Order ----------------------------------------------------------------------------------------------------------------$165,325.00
Revised Contract Amount------------------------------------------------------------------------------------------------------------------------------
$0.00
Contract Cost to Date-----------------------------------------------------------------------------------------------------------------------------------$1,213,675.00
Original Contract Amount------------------------------------------------------------------------------------------------------------------------------
City Sec No.61734
Lisa Pyper
Meadowbrook Golf Course Maintenance Facility
682-402-9222Phone Number: Phone Number:817-201-0099
Date:
City Proj. No.
City Project Mgr.
PMD Superintendent
Credits to Date -------------------------------------------------------------------------------------------------------------------------------------------$0.00
Pending Change Orders (in M&C Process)-------------------------------------------------------------------------------------------------------$0.00
Extras to Date---------------------------------------------------------------------------------------------------------------------------------------------
PMD Inspector Date Sr. Capital Projects Officer
Facility and Project
Description:
City Inspector:
Contractor:
Funding (FID) No.(s)
Juan Serrano
Sr. Assistant City Attorney
1
Project Manager
$1,213,675.00
Original Funds Available for Change Orders -----------------------------------------------------------------------------------------------------$303,419.00
Remaining Funds Available for this CO -----------------------------------------------------------------------------------------------------------$138,094.00
31001 0800450 5740010 104389 004980 104389
CGC Generat Contractors, Inc Change Order #
Date
$1,379,000.00
Contractor's Company Name
Additional Funding (if necessary) -------------------------------------------------------------------------------------------------------------------$0.00
MAX ALLOWABLE CONTRACT AMOUNT (ORIGINAL CONTRACT COST + 25%)$1,517,093.75
Contractor Name Contractor Signature
12/10/2024
CHANGE ORDERS to DATE (INCLUDING THIS ONE) AS % OF ORIGINAL CONTRACT
Director -Property Management Department
24-1100
0.14
Project Architect Date Assistant City Manager
Official site of the City of Fort Worth, Texas
CITY COUNCIL AGENDA
Create New From This M&C
DATE:12/10/2024 REFERENCE
NO.:
**M&C 24-
1100 LOG NAME:21MEADOWBROOK GC
CHANGE ORDER
CODE:C TYPE:CONSENT PUBLIC
HEARING:NO
SUBJECT: (CD 11) Authorize Execution of Change Order No. 1 with CGC General Contractors, Inc.
in the Amount of $165,325.00 for the Meadowbrook Golf Course Maintenance Facility
Located at 1815 Jenson Rd, Fort Worth, TX 76112 for a Revised Contract Amount
of $1,379,000.00 and Approve the Use of Residual American Rescue Plan Act State and
Local Fiscal Recovery Funds in the Amount of $300,000.00 to Replace the Grease Trap
for the Golf Course Clubhouse
RECOMMENDATION:
It is recommended that City Council:
1. Authorize execution of Change Order No. 1 with CGC General Contractors, Inc. in the
amount of $165,325.00 for the Meadowbrook Golf Course Maintenance
Facility (City Project No. 104389) located at 1815 Jenson Rd, Fort Worth, TX 76112 for a
revised contract amount of $1,379,000.00; and
2. Approve the use of residual American Rescue Plan Act State and Local Fiscal Recovery
Funds in the amount of $300,000.00 to replace the grease trap for the Golf Course
Clubhouse.
DISCUSSION:
The purpose of this Mayor and Council Communication (M&C) is to authorize execution of a Change
Order No. 1 in the amount of $165,325.00. On June 11, 2024, City Secretary Contract No. 61734,
(M&C 24-0496) City Council authorized execution of a contract with CGC General Contractors, Inc in
the amount of $1,213,675.00, including an Owner's Controlled Contingency for the construction of the
Meadowbrook Golf Course Maintenance Facility and approved the allocation of $2,020,500.00 from
the American Rescue Plan Act to make improvements for Meadowbrook Golf Course Maintenance
Facility project (City Project No. 104389). Change Order No. 1 increases the original contract amount
by $165,325.00 for a revised contract amount of $1,379,000.00 for the procurement and installation
of golf course equipment that will help maintain carts, mowers, and other equipment utilized to
maintain the golf course. This is an increase of 12\%.
Anticipated residual revenue has been identified in the Meadowbrook GC - Maintenance Facility
project. PARD is requesting the installation of a grease-trap for Meadowbrook GC Clubhouse, in the
amount of $300,000.00 be approved as a use for the residual American Rescue Plan Act (ARPA)
revenue. The installation of the grease trap will not impact the Maintenance Facility project or annual
operating and maintenance budgets. The work for this component will be completed through a Job
Order Contractor with one of Property Management Department's pre-approved contractors. Grace
Hebert Curtis provided the design for the Maintenance Facility and provided their design fees for the
grease-trap. It is estimated that the installation and construction of the grease trap will be as outlined
in the table below:
Project Costs for Grease-Trap Amount
Design Fees $11,500.00
Construction Costs $200,000.00
Administration Fee (Special Inspections, Staff $88,500.00
Page 1 of 3M&C Review
12/11/2024http://apps.cfwnet.org/council_packet/mc_review.asp?ID=32806&councildate=12/10/2024
Fund Department
ID
Account Project
ID
Program Activity Budget
Year
Reference #
(Chartfield 2)
Amount
Fund Department
ID
Account Project
ID
Program Activity Budget
Year
Reference #
(Chartfield 2)
Amount
Funding -Funding is budgeted in the Grants Capital Projects Federal Fund for the Park & Recreation
Department for the purpose of funding construction at the Meadowbrook Golf Course Maintenance
Facility, as appropriated.
Waiver of Building Permits - In accordance with the City Code of Ordinances, Part II, Chapter 7-1
Fort Worth Building Administrative Code, Section 109.2.1, Exception 2; Work by non-City personnel
on property under the control of the City of Fort Worth shall be exempt from the permit fees only if the
work is for action under a contract that will be or has been approved by City Council with notes in the
contract packages stating the fee is waived."
Business Equity Division - CGC General Contractors, Inc. agrees to maintain its initial M/WBE
commitment of 12.64\% made on the original contract and extend and maintain that same M/WBE
commitment of 12.64\% to this first change order. Therefore CGC General Contractors, Inc. remains in
compliance with the City's M/WBE Ordinance and attests to its commitment by its signature on the
Acceptance of Previous M/WBE Commitment form executed by an authorized representative of its
company.
This project is located in COUNCIL DISTRICT 11.
Time, Project Contingency, etc.)
Estimated Costs$300,000.00
FISCAL INFORMATION/CERTIFICATION:
The Director of Finance certifies that funds are available in the current capital budget, as previously
appropriated, in the Grants Cap Projects Federal Fund for the ARPA Meadowbrook GC - MaintBLD
project to support the approval of the above recommendations and execution of the change order.
Prior to any expenditure being incurred, the Parks & Recreation Department shall be responsible for
ensuring funds are available and that only expenditures allowable under the American Rescue Plan
Act are charged to the ARPA funding source. This is a reimbursement grant.
TO
FROM
Submitted for City Manager's Office by:Dana Burghdoff (8018)
Originating Department Head:Marilyn Marvin (7708)
Additional Information Contact:
ATTACHMENTS
0250_001.pdf (CFW Internal)
21MEADOWBROOK GC CHANGE ORDER funds availability.pdf (CFW Internal)
Acceptance of Previous MWBE Committment Form (APCF) 2021_CGC Signed RL.pdf (CFW
Internal)
FID TABLE 21MEADOWBROOK GC CHANGE ORDER.xlsx (CFW Internal)
Page 2 of 3M&C Review
12/11/2024http://apps.cfwnet.org/council_packet/mc_review.asp?ID=32806&councildate=12/10/2024
MB Construction map Template.pdf (CFW Internal)
SAM CGC General Contractors Inc.pdf (CFW Internal)
Page 3 of 3M&C Review
12/11/2024http://apps.cfwnet.org/council_packet/mc_review.asp?ID=32806&councildate=12/10/2024
CGC
Owner: City of Fort Worth
Contractor:
CGC General Contractors
3212 Friendly Ln
Haltom City, Texas 76117 p
Project:
Meadowbrook Golf Course Maintenance Facility
Owner Change Order
Change Order Number: oot
Date: 9/20/24
CGC Job Number: 2403
Prime Contract Date:
A. Contract change
Provide all labor, material, equipment, services, and supplies to perform the following:
Golf cart lift, Tool bench, Grinder, Dual Grinder, Hazmat Container, ASI 001
B. Subcontract summary
Original contract sum• $ 1,213,675.00
Net change from previous change orders: $ 0.00
Current Contract amount: $ 1,213,675.00
This change order total: $ 168,588.22
New Contract Amount: $ 1,382,263.22
Total Cost of All Change Urd�rs: $ 168,588.22
C. Time: As a result of this change order, a time extension of �
D. Terms and Conditions:
calendar days will be required.
1. Unless otherwise stated, all terms and conditions of the Contract remain unchanged .
E. Signature (this form not valid unless signed hy both parties)
Architect:
By: _
Name/Title PM/Senior Architect
Date: 09/24/2024
Contractor:
CGC General Cc�n tr rs
By:. �
NamelT�i'le .�'}���s1i�`.�1 i•�%r - 1/�
D ate: � ��%.��� %�
Owner (or owner's representative):
Sy:
Name/Title
Date:
� ���If173�40 �Y �M P�C�E�I I4tal Costs
PCO 001 Golf Cart Lift 1 EA $ - $ 10,450.00
PCO 002 Work Bench 1 EA $ - $ 833.02
PCO 002 Grinders 1 EA $ - $ 102,399.00
PCO 003 Demo 1 EA $ - $ 3,365.00
PCO 003 Power 1 EA $ - $ 2,200.00
PCO 003 New Hazmat Container 1 EA $ - $ 15,600.00
ASI 001 Additional Lime/Earthwork/Survey 2 EA $ - $ 7,915.00
ASI001 AdditionalConcrete 1 EA $ - $ 10,500.00
Subtotal $ 153,262.02
OH&P 10% $ 15,326.20
Total $ 168,588.22
Contract change
Provide all labor, material, equipment, services, and supplies to perform the following:
Original contract sum:
Net change from previous change orders:
Current Contract amount:
This change order total:
New Contract Amount:
Total Cost of All Change Orders:
A.
B. Subcontract summary
C. Time: As a result of this change order, a time extension of ____ calendar days will be required.
D. Terms and Conditions:
001
8/19/24
2403
CGC General Contractors
3212 Friendly Ln
Haltom City, Texas 76117
Meadowbrook Golf Course Maintenance Facility
Furnish GL-9 golf cart lift
Install included in original bid***
$ 1,213,675.00
$ 0.00
$ 1,213,675.00
$ 11,495.00
$ 1,225,170.00
$ 11,495.00
0
Salesperson : X ______________ Accepted By : X ______________
Confidential
Quote Summary
Prepared For:
GCG
GCG
FORT WORTH, TX 11111
Business: 682-730-6933
AUSTIND@CGCTEXAS.COM
Prepared By:
Monty Hambrick
United Ag & Turf
2098 Valley View Lane
Farmers Branch, TX 75234
Phone: 214-630-3300
Mobile: 817-454-8829
montyhambrick@unitedagt.com
Quote Id:31512369
15 August 2024
15 August 2024
Created On:
Last Modified On:
Expiration Date:22 August 2024
Equipment Summary Selling Price Qty Extended
GOLF LIFT GL-9 $ 10,450.00 X 1 = $ 10,450.00
Equipment Total $ 1 .00
Quote Summary
Equipment Total $ 1 ,.00
SubTotal $ 1 .00
Total $ 1 ,00
Down Payment (0.00)
Rental Applied (0.00)
Balance Due $ 1 00
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 1
GL-9
Floor Plate Automotive/Golf Equipment Lift
9,000 Pound Capacity for 4-wheel Vehicles
6,500 Pound Capacity for 3-Wheel Vehicles
INSTALLATION / OWNERS MANUALS
Read this manual thoroughly before installing, operating, or maintaining this lift. When done with
installation, be sure to return documents to package and give all materials to lift owner/operator. When
installation is complete, be sure to run lift up and down a few cycles with and without typical vehicle
loaded on lift.
Reference ANSI/ALI ALIS,
Safety Requirements for
Installation and Service of Automotive Lifts
before installing lift.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 2
TABLE OF CONTENTS
IMPORTANT INFORMATION ................................................................... 2
GENERAL LIFT INFORMATION / FEATURES......................................... 3
LIFT SPECIFICATIONS FOR GOLF LIFT ................................................ 3
LIFT SPECIFICATIONS WITH ARM KIT .................................................. 5
LIFT AREA LAYOUT INFORMATION ...................................................... 6
FOUNDATION and ANCHORING REQUIREMENTS ............................... 7
TOOLS and EQUIPMENT REQUIRED for INSTALL................................ 8
INSTALLATION PROCEDURE................................................................. 9
OWNER / EMPLOYER RESPONSIBILITIES............................................ 14
LIFT LOCKOUT/TAGOUT ........................................................................ 15
SAFETY PROCEDURES .......................................................................... 16
LIFT OPERATION..................................................................................... 18
PREVENTIVE MAINTENANCE SCHEDULE ............................................ 20
TROUBLESHOOTING .............................................................................. 22
ILLUSTRATED PARTS BREAKDOWN.................................................... 24
PARTS LIST.............................................................................................. 28
IMPORTANT INFORMATION
Two Post Lifts
1. Any freight damage must be noted on the freight bill before signing and reported to the freight carrier
with a freight claim established. Identify the components and check for shortages. If shortages are
discovered, please contact the Distributor / Sales Rep. in your area for service.
2.Consult building owner and / or architects plans when applicable to establish the best lift location. The
lift should be located on a relatively level floor with 4 in. minimum thickness, 3000-psi concrete slab
that has been properly cured. There can be no cracks in the slab within 36 in. of the base plate
location, and no seams in the foundation within 6 in. of its location! Remember: any structure
is only as strong as the foundation on which it is located!
IMPORTANT! Make sure you have extra help or heavy duty lifting equipment when
unloading and assembling the lift.
3. Please read the safety procedures and operating instructions in this manual before operating lift. Keep
this manual near lift at all times. Make sure all operators read this manual.
4. The lift should be located on a relatively level floor of less than 3 degrees slope. If slope is
questionable, consider a survey of the site and/or the possibility of pouring a new level concrete slab.
5. Make sure you have enough area and ceiling height to install lift. (See Lift Specifications)
6. Never raise a car until you have double checked all bolts, nuts and hose fittings.
7. Always lower the lift onto the locks before going under the vehicle. Never allow anyone to go under
the lift when raising or lowering.
This is a vehicle lift installation/operation manual and no attempt is made or implied herein to
instruct the user in lifting methods particular to an individual application. Rather, the contents of
this manual are intended as a basis for operation and maintenance of the unit as it stands alone
or as it is intended and anticipated to be used in conjunction with other equipment.
Proper application of the equipment described herein is limited to the parameters detailed in the
specifications and the uses set forth in the descriptive passages. Any other proposed
application of this equipment should be documented and submitted in writing to the factory for
examination. The user assumes full responsibility for any equipment damage, personal injury, or
alteration of the equipment described in this manual or any subsequent damages.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 3
CAUTION!!
ENSURE THAT ALL CABLE SHEAVES, BEARINGS, AND SHAFTS ARE SUFFICIENTLY
LUBRICATED. ALSO, THE CORNERS OF EACH COLUMN SHOULD BE LIGHTLY
GREASED WITH QUALITY LITHIUM GREASE PRIOR TO OPERATING THE LIFT.
LUBRICATE ALL ON AN ANNUAL BASIS.
Motors and all electrical components are not sealed against the weather and moisture.
Install this lift in a protected indoor location. Failure by the owner to provide the
recommended shelter could result in unsatisfactory lift performance, property damage,
or personal injury.
GENERAL LIFT INFORMATION and FEATURES
FLOOR PLATE MODEL
The following lift is a 2-Column Hydraulic, leaf chain driven unit.
This lift is a 2-Post Lift. The locking latch system is very similar to an extension ladder.
The locking latch is in contact with the latch rack. As the lift rises the locking latch drops
into place. The locking latch engages the latch rack in 3 increments starting at about
16 from the ground. The locking latches must be manually disengaged for the lift to
lower. The locking latch is released by pulling the Release Cable, first raising the lift to
get the latch up off the latch rack. Once the raise button is pressed, the latch will
automatically reengage after approximately 3" of travel. Heavy bearings and heavy-duty
leaf chains are used throughout the lift. The work is done with the heavy-duty chain
connected to a 2-1/2" cylinder, driven by an electric / hydraulic pump.
Lift Specifications for Golf Lift
Capacity 9,000 lbs. for 4-wheel vehicles
6,500 lbs. for 3-wheel vehicles
Overall Height 111-1/4"
Overall Floor Width 138-1/2"
Maximum Lift Height 81"
Minimum Adapter Height 7"
Between Columns 111"
Drive Thru 97-1/4"
Motor 2HP, 208 - 230 VAC, 1PH
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 4
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 5
Lift Specifications with Arm Kit
Capacity 9,000 lbs. (2,250 lbs per Arm)
Overall Height 111-1/4"
Overall Floor Width 138-1/2"
Maximum Lift Height 81"
Minimum Adapter Height 7"
Between Columns 111"
Drive Thru 97-1/4"
Motor 2HP, 208 - 230 VAC, 1PH
138-1/2
59 Max Arm Reach
33-3/4 Min Arm Reach
16
111
107
97-1/4 Drive-thru
Clearance
1-1/2 Drive Over
7 Adapter Height
111-1/4
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 6
LIFT AREA LAYOUT INFORMATION
(Symmetrical Arm configuration)
6' 0" (1829mm) minimum to
nearest obstruction or bay.
7' 0" (2134mm) minimum to
nearest wall.
12' 0" (3658mm)
minimum to nearest
obstruction
APPROACH12' 0" (3658mm)
minimum to nearest
obstruction
Power Unit
NOTE: Lift can be installed so power unit can column can be located on
either side. However, to save operation steps it is recommended that it is
placed on passenger side of lift.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 7
FOUNDATION and ANCHORING REQUIREMENTS
1. Concrete shall have compression strength of at least 3,000 PSI and a minimum thickness
of 4 in order to achieve a minimum anchor embedment of 3 1/4. NOTE: When using the
standard supplied 3/4 x 5 1/2 long anchors, if the top of the anchor exceeds 2 1/4 above
the floor grade, you DO NOT have enough embedment.
2. Maintain a 6 minimum distance from any slab edge or seam. Hole to hole spacing
should be a minimum 61/2 in any direction. Hole depth should be a minimum of 4.
CAUTION!!
3. DO NOT install on asphalt or other similar unstable surface. Columns are supported only
by anchoring to floor.
4. Using the horseshoe shims provided, shim each column base as required until each
column is plumb. If one column has to be elevated to match the plane of the other column,
full size base shim plates should be used. Torque anchors to 150 ft-lbs. Shim thickness
MUST NOT exceed 1/2 when using the 5 1/2 long anchors provided with the lift. Adjust
the column extensions plumb.
5. If anchors do not tighten to 150 ft-lbs. installation torque, replace the concrete under each
column base with a 4 x 4 x 6 thick 3,000 PSI minimum concrete pad keyed under and
flush with the top of existing floor. Allow concrete to cure before installing lifts and
anchors (typically 2 to 3 weeks).
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 8
TOOLS & EQUIPMENT REQUIRED FOR INSTALL
The installation of this lift is relatively simple and can be accomplished by two men in a
few hours. The following tools and equipment are needed:
Hoist or Forklift (optional)
Two 10 to 12 step ladders
ISO 32 Light Hydraulic Oil (approx. 12 quarts)
Tape Measure
Rotary Hammer Drill with 3/4" and 3/8" Drill Bit (Core Drill Rebar Cutter recommended)
4 Level
Metric Sockets and Open Wrench set
Vise grips
8mm Socket Head Wrench
Torque wrench with 1-1/8" socket for anchors
Teflon Tape
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 9
INSTALLATION PROCEDURE
STEP 1: After unloading the lift, place it near the intended installation location.
STEP 2: Remove the shipping bands and packing materials from the unit. The Power Unit will
be unpacked from the top. Note: Be careful not to drop power unit.
STEP 3: Remove the packing brackets and bolts holding the two columns together (do not
discard bolts; they are used in the assembly of the lift).
STEP 4: Once the power unit column location is decided, insure that the proper lift placement is
observed from walls and obstacles. Also check the ceiling height for clearance in this location.
NOTE: Lift can be installed so power unit can column can be located on either side.
However, to save operation steps it is recommended that it is placed on passenger side
of lift.
STEP 5: Install the top plate onto the top of the columns. NOTE: 1" = 25.4mm
STEP 6: Position the columns facing each other 138-1/2 outside base plates. Square the
columns by measuring diagonally from corner points on base plates (within 1/4). See plan and
elevation drawings on page 4 for detailed drawing.
STEP 7: Use the existing holes in column base plate as a guide for drilling the 3/4 diameter
holes into the concrete. Drill the anchor holes, installing anchors as you go. Verify drive over
plate will fit between column baseplates before anchoring second column.
NOTE: Drilling thru concrete slab (recommended) will allow the anchor to be driven thru the
bottom of slab, if the threads are damaged or if the lift will need to be relocated.
CAUTION!!
Anchors must be at least 6 from the edge of the slab or any seam.
1. Use a concrete hammer drill with a carbide tip, solid drill bit the same diameter as
the anchor, 3/4. (.775 to .787 inches diameter). Do not use excessively worn bits or
bits which have been incorrectly sharpened.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 10
2. Keep the drill in a perpendicular line while drilling.
3. Let the drill do the work. Do not apply excessive pressure. Lift the drill up and down
occasionally to remove residue to reduce binding.
4. Drill the hole to depth equal to the length of anchor. Note: Drilling thru concrete
(recommended) will allow the anchor to be driven thru the bottom of foundation if
the threads are damaged or if the lift will need to be relocated.
5. For better holding power blow dust from the hole.
Place a flat washer and hex nut over threaded end of anchor, leaving approximately 1/2"
of thread exposed carefully tap anchor. Do not damage threads. Tap anchor into the
concrete until nut and flat washer are against base plate. Do not use an impact wrench to
tighten! Tighten the nut, two or three turns on average concrete (28-day cure). If the
concrete is very hard only one or two turns may be required. Check each anchor bolt
with torque wrench set to 150 foot pounds.
STEP 8: Using a level, check column for side-to-side plumb and front-to-back plumb. If needed,
use horseshoe shims provided by placing shims underneath the base plate and around the
anchor bolt. This will prevent bending the column bottom plates (Shim thickness should not
exceed 1/2). Tighten 3/4 anchor bolts to 150 ft-lbs. of torque.
STEP 9: Set carriages on the first safety latch engagement. Be sure each carriage is at the
same height by measuring from the top of the base to the bottom of the carriage (double check
the latches before working under the carriages). This dimension should be within 1/4".
4-1/44-1/43-1/4
2-1/4
Drill holes using 3/4
carbide tipped
masonary drill bit per
ANSI standard
B94.12.1977
Clean hole. Run nut down just
below impact section
of bolt. Drive anchor
into hole until nut and
washer contact base.
T ighten nut with
T orque wrench to
150 ft.-lbs.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 11
STEP 10: Installing the equalizing cables: (see diagram below) Loosen the two Cable Retaining
Bolts as shown. Route the first cable as shown. Tighten nut on one cable stud so that the end
of stud passes the nylon on the nut. Pull the other end of cable and run nut on it. Repeat above
for second cable. Once installed tighten the Cable Retaining Bolts.
NOTE: DO NOT tighten cables at this time. Just start them on the threads.
Cable
3/4 Nylon Insert Locknut
(Columns Not Shown For Clarity)Pulley
Cable Retaining Bolt
Cable Retaining Bolt
Pulleys
Ø20 Washer
Ø20 Washer
3/4 Nylon Insert Locknut
Cable
Carriage
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 12
STEP 11: Cylinder centering: Make sure the Tip on the bottom of the cylinder is properly
located into the center hole on top of the cylinder mount in base.
STEP 12 Connect the Hydraulic Hoses and Fittings, as shown.
Hydraulic
Nipple
Hydraulic Cylinder
Hydraulic
Nipple
Hose
Power Unit
Hydraulic Hose
90º Fitting
M6 x 8
Screw
Hydraulic Extension
90º Fitting
Hose Clip
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 13
STEP 13 Mount the Power Unit on lift as shown.
STEP 14: Mount the Floor Plate as shown below. Drill 3/8" holes using holes in plate as guides.
Following drill steps/directions used when anchoring columns. Tighten to 25 ft-lbs.
Floor Plate
3/8 Anchor
STEP 15: Install the swing arms on the carriages using the included 1-1/2" diameter pins. Check
for proper engagement of the arm lock the teeth on the lock should fully engage the gear on
the arm. Note, if arm pins are not fitting, you will need to pull up on arm lock to allow slack for
the arm to move around in the carriage, allowing the arm pin to fit easier.
STEP 16: Adjust the carriage cables tension. Adjust each cable to approximately 1/2" side-to-
side play. Check the latch releases to insure the carriage is still sitting on the appropriate latch.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 14
STEP 17: Remove the vented fill cap from the power unit and fill the reservoir. Use a Ten
Weight (ISO AW32) non-foaming, non-detergent hydraulic fluid (i.e. Texaco HD32 or equal).
The unit will hold approximately twelve quarts of fluid. If a replacement fill cap is required order
from your distributor, a vented cap MUST be used.
STEP 18: Make the Electrical hookup to the power unit; 220V Single Phase. It is recommended
that a 220 Volt, 30 Amp twist lock plug be installed in the power line just ahead of the power unit.
Use wire capable of supporting a 30-amp circuit.
Warning: the wiring must comply with local code. Have a certified electrician make the
electrical hook-up to the power unit. Protect each circuit with time delay fuse or circuit
breaker; 208v-230v single phase 60 Hz 30 amp.
STEP 19: Do not place any vehicle on the lift at this time. Cycle the lift up and down several
times to insure latches click together and all air is removed from the system. To lower the lift,
both latch releases must be manually released. Latches will automatically reset once the lift
ascends approximately 17 from base. If latches click out of sync, tighten the cable on the one
that clicks first.
STEP 20: With lift fully lowered, recheck power unit fluid level. Fill as required.
OWNER / EMPLOYER RESPONSIBILITIES
The Owner / Employer:
Shall ensure that lift operators are qualified and that they are trained in the safe use and operation of
the lift using the manufacturers operating instructions; ALI/SM01-1, ALI Lifting it Right safety manual;
ALI/ST-90 ALI Safety Tips card; ANSI/ALI ALOIM-2000, American National Standard for Automotive
Lifts-Safety Requirements for Operation, Inspection and Maintenance; ALI/WL Series, ALI Uniform
Warning Label Decals/Placards; and in the case of frame engaging lifts, ALI/LP-GUIDE, Vehicle Lifting
Points/Quick Reference Guide for Frame Engaging Lifts.
Shall establish procedures to periodically inspect the lift in accordance with the lift manufacturers
instructions or ANSI/ALI ALOIM-2000, American National Standard for Automotive Lifts-Safety
Requirements for Operation, Inspection and Maintenance; and The Employer Shall ensure that lift
inspectors are qualified and that they are adequately trained in the inspection of the lift.
Shall establish procedures to periodically maintain the lift in accordance with the lift manufacturers
instructions or ANSI/ALI ALOIM-2000, American National Standard for Automotive Lifts-Safety
Requirements for Operation, Inspection and Maintenance; and The Employer Shall ensure that lift
maintenance personnel are qualified and that they are adequately trained in the maintenance of the lift.
Shall maintain the periodic inspection and maintenance records recommended by the manufacturer or
ANSI/ALI ALOIM-2000, American National Standard for Automotive Lifts-Safety Requirements for
Operation, Inspection and Maintenance.
Shall display the lift manufacturers operating instructions; ALI/SM 93-1, ALI Lifting it Right safety
manual; ALI/ST-90 ALI Safety Tips card; ANSI/ALI ALOIM-2000, American National Standard for
Automotive Lifts-Safety Requirements for Operation, Inspection and Maintenance; and in the case of
frame engaging lifts, ALI/LP-GUIDE, Vehicle Lifting Points/Quick Reference Guide for Frame Engaging
Lifts; in a conspicuous location in the lift area convenient to the operator.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 15
Shall not modify the lift in any manner without the prior written consent of the manufacturer.
Shall provide necessary lockout/tagout means for energy sources per ANSI Z244.1-1982 (R1993),
Safety Requirements for the Lockout/Tagout of Energy Sources, before beginning any lift repairs.
Lift Lockout/Tagout Procedure
Purpose
This procedure establishes the minimum requirements for the lockout of energy that could cause injury to
personnel by the operation of lifts in need of repair or being serviced. All employees shall comply with
this procedure.
Responsibility
The responsibility for assuring that this procedure is followed is binding upon all employees and service
personnel from outside service companies (i.e., Authorized Installers, contractors, etc.). All employees
shall be instructed in the safety significance of the lockout procedure by the facility owner/manager. Each
new or transferred employee along with visiting outside service personnel, shall be instructed by the
owner/manager (or assigned designee) in the purpose and use of the lockout procedure.
Preparation
Employees authorized to perform lockout shall ensure that the appropriate energy isolating device (i.e.,
circuit breaker, fuse, disconnect, etc.) is identified for the lift being locked out. Other such devices for
other equipment may be located in close proximity of the appropriate energy isolating device. If the
identity of the device is in question, see the shop supervisor for resolution. Assure that proper
authorization is received prior to performing the lockout procedure.
Sequence of Lockout Procedure
1) Notify all affected employees that a lockout is being performed and the reason for it.
2) Unload the subject lift. Shut it down and assure the disconnect switch is OFF if one is provided
on the lift.
3) The authorized lockout person operates the main energy isolation device removing power to the
subject lift.
If this is a lockable device, the authorized lockout person places the assigned padlock on
the device to prevent its unintentional reactivation. An appropriate tag is applied stating
the persons name, at least 3 x 6 in size, an easily noticeably color, and states not to
operate device or remove tag.
If this device is a non-lockable circuit breaker or fuse, replace with a dummy device and
tag it appropriately as mentioned above.
4) Attempt to operate lift to assure the lockout is working. Be sure to return any switches to the
OFF position.
5) The equipment is now locked out and ready for the required maintenance or service.
Restoring Equipment to Service
1) Assure the work on the lift is complete and the area is clear of tools, vehicles, and personnel.
2) At this point, the authorized person can remove the lock (or dummy circuit breaker or fuse) &
tag and activate the energy isolating device so that the lift may again be placed into operation.
Rules for Using Lockout Procedure
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 16
Use the Lockout Procedure whenever the lift is being repaired or serviced, waiting for repair when
current operation could cause possible injury to personnel, or for any other situation when unintentional
operation could injure personnel. No attempt shall be made to operate the lift when the energy isolating
device is locked out.
Operating Conditions
Lift is not intended for outdoor use and has an operating ambient temperature range
of 41º-104ºF (5º-40ºC).
SAFETY PROCEDURES
Never allow unauthorized persons to operate lift. Thoroughly train new employees in the
use and care of lift.
Caution - the power unit operates at high pressure.
Remove passengers before raising vehicle.
Prohibit unauthorized persons from being in shop area while lift is in use.
Total lift capacity is 9,000 lbs. @ 2,250 lbs per lifting pad . Do not exceed maximum
weight capacity of lift.
Prior to lifting vehicle, walk around the lift and check for any objects that might interfere
with the operation of lift and safety latches; tools, air hoses, shop equipment.
When approaching the lift with a vehicle, make sure to center the vehicle between the
columns so that the tires will clear the swing arms easily. Slowly drive the vehicle
between the columns. It is recommended to have someone outside the vehicle guide
the driver.
Always lift vehicle using all four pads.
Never use lift to raise one end or side of vehicle.
Always raise vehicle about 3 and check stability by rocking vehicle.
Prior to lowering vehicle, walk around the lift and check for any objects that might
interfere with the operation of lift and safety latches; tools, air hoses, shop equipment.
Always lower lift to the lock position before going under vehicle. Never allow anyone to
go under the lift when raising or lowering.
IMPORTANT SAFETY INSTRUCTIONS
When using your garage equipment, basic safety precautions should always be followed,
including the following:
1. Read all instructions
2. Care must be taken as burns can occur from touching hot parts.
3. Do not operate equipment with a damaged cord or if the equipment has been dropped or
damaged - until it has been examined by a qualified service person.
4. Do not let a cord hang over the edge of the table, bench, or counter or come in contact with
hot manifolds or moving fan blades.
5. If an extension cord is necessary, a cord with a current rating equal to or more than that of
the equipment should be used. Cords rated for less current than the equipment may overheat.
6. Always unplug equipment from electrical outlet when not in use. Never use the cord to pull
the plug from the outlet. Grasp plug and pull to disconnect.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 17
7. Let equipment cool completely before putting away. Loop cord loosely around equipment
when storing.
8. To reduce the risk of fire, do not operate equipment in the vicinity of open containers of
flammable liquids (gasoline).
9. Adequate ventilation should be provided when working on operating internal combustion
engines.
10. Keep hair, loose clothing, fingers, and all parts of body away from moving parts.
11. To reduce the risk of electric shock, do not use on wet surfaces or expose to rain.
12. Use only as described in this manual. Use only manufacturer's recommended
attachments.
13. ALWAYS WEAR SAFETY GLASSES. Everyday eyeglasses only have impact resistant
lenses, they are not safety glasses.
SAVE THESE INSTRUCTIONS
Ensure lift operators review safety and warning labels prior to operating lift.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 18
Safety and Operating Instructions For Arm Lift
Only authorized personnel are to operate lift
Read operating and safety procedures manual completely before operating lift.
Properly maintain and inspect lift in accordance to owners manual.
Do not operate a lift that is damaged or in need of repair.
Allow only authorized personnel in the lift bay.
Stay clear of Lift when raising or lowering (NO RIDERS)
Keep hands and feet away from pinch points at all times.
Never override the Lift's operating and safety controls.
If a vehicle is suspected of falling, clear area immediately.
Do not rock vehicle while positioned on lift (except first 3" of rise when checking for stability).
Always use safety jack stands when removing or installing heavy components.
Vehicle Loading
Position vehicle for proper weight distribution (center of gravity should be midway between adapters).
Swing arms under vehicle to allow adapters to contact the manufacturers recommended pick up points.
Use caution before lifting pickup trucks, suvs and other framed vehicles. The individual axle
weight capacity should not exceed 1/2 of lift capacity.
Make sure vehicle is neither front nor rear heavy.
Make sure the lifting pads are in a proper and safe position to support the vehicle. (Ref: Lifting
Points Guide and decal on Main side column for typical arm positioning)
Raising Lift
Push Up switch to raise lift (make sure arm restraints engage or stop and slightly move arm to
allow gear to mesh) until tires clear floor.
Stop and check for secure contact on adapters and vehicle weight distribution. If secure raise to
desired height.
ALWAYS lower the lift into the nearest lock position by pressing the lower lever to relieve the
hydraulic pressure and let the latch set right in a lock position.
Never work under a lift that is not in the locked position.
Lowering Lift
Clear all obstacles from under lift and vehicle and ensure only the lift operator is in the lift area.
Stay clear of lift and raise the lift off the safety locks.
Pull safety latch releases and press the lower lever to begin descent.
Unload lift by first completely lowering lift, then swinging arms to drive-thru position before moving
vehicle.
Lift Points Note:
Refer to the manufacturers specific vehicle lifting points. Some vehicles display these points on a label
inside the right front door lock face or are identified by triangle shape marks on the vehicles
undercarriage, reference SAE J2184.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 19
Safety and Operating Instructions For Golf Lift
Only authorized personnel are to operate lift
Read operating and safety procedures manual completely before operating lift.
Properly maintain and inspect lift in accordance to owners manual.
Do not operate a lift that is damaged or in need of repair.
Allow only authorized personnel in the lift bay.
Stay clear of Lift when raising or lowering (NO RIDERS)
Keep hands and feet away from pinch points at all times.
Never override the Lift's operating and safety controls.
If a vehicle is suspected of falling, clear area immediately.
Do not rock vehicle while positioned on lift (except first 3" of rise when checking for stability).
Always use safety jack stands when removing or installing heavy components.
Observe and heed SAFETY, CAUTION and WARNING labels on the lift.
1. Before Loading:
Lift must be fully lowered and service bay clear of all personnel before the vehicle is brought on lift.
Position rear pan weldment and front forks so that they match vehicle wheel base and are centered
on columns.
Assure Forks and pan weldment are free from grease and oil.
Retract forks to give widest drive through.
2. Loading:
Position vehicle with the rear wheels centered on the rear pan weldment. (Driving over forks is
permitted with wide vehicles).
Move forks so the front wheels are fully cradled.
Use small wheel adapter on forks when necessary, see Fig.7.
For 3-wheel vehicles, center single wheel on rear ramp.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 20
3. To Raise Lift:
Push RAISE switch on power unit, Fig. 8.
Raise vehicle until tires clear the floor.
Stop and check for stable contact with vehicle.
Continue to raise to desired height only if vehicle is secure on lift.
Lower lift onto locking latches.
See typical loading, Fig. 9.
DO NOT go under vehicle if locking latches are not engaged.
4. While Using Lift:
Avoid excessive rocking of vehicle while on lift.
Always use safety stands as needed or when removing or installing heavy components.
5. To Lower Lift:
Remove all tools or other objects from lift area.
Remain clear of lift when lowering vehicle. Observe pinch point warning decals.
Raise lift off locking latches.
Push LATCH release handle fully and hold.
Pull LOWERING valve handle to lower, Fig. 8.
Note: Both LATCH release and LOWERING valve handles are deadman-type design. Each must be
held down to lower lift. Do not override self-closing lift controls.
If lift is not operating properly, Do Not use until adjustment or repairs are made by qualified lift service
personnel.
PREVENTIVE MAINTENANCE SCHEDULE
The periodic Preventive Maintenance Schedule given is the suggested minimum requirements
and minimum intervals; accumulated hours or monthly period, which ever comes sooner.
Periodic maintenance is to be performed on a daily, weekly, and yearly basis as given in the
following paragraphs.
WARNING!! Occupational Safety and Health Administration (OSHA) and the American
National Standards Institute (ANSI) requires users to inspect lifting equipment at the start of
every shift. These and other periodic inspections are the responsibility of the user.
Failure to perform the daily pre-operational check can result in expensive property
damage, lost production time, serious personal injury, and even death. The safety latch
system must be checked and working properly before the lift is put to use.
Failure to heed this warning can result in death or serious injury, or damage to
equipment. If you hear a noise not associated with normal lift operation, or, if there is any
indications of impending lift failure - CEASE OPERATION IMMEDIATELY! - Inspect,
correct and/or replace parts as required.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 21
Daily Pre-Operation Check (8-Hours)
1. Check safety lock audibly and visually while in operation
2. Check safety latches for free movement and full engagement with rack.
3. Check hydraulic connections, and hoses for leakage.
4. Check chain connections - bends, cracks-and loose links.
5. Check cable connections- bends, cracks-and looseness.
6. Check for frayed cables in both raised and lowered position.
7. Check snap rings at all rollers and sheaves.
8. Check bolts, nuts, and screws and tighten if needed.
9. Check wiring & switches for damage.
10. Keep base plate free of dirt, grease or any other corrosive substances.
11. Check floor for stress cracks near anchor bolts.
12. Check swing arm restraints.
Weekly Maintenance (every 40-Hours)
1. Check anchor bolts torque to 80 ft-lbs for the 3/4 in. anchor bolts. Do not use an impact
wrench to tighten anchor bolts.
2. Check hydraulic oil level.
3. Check cylinder pulley assembly for free movement or excessive wear on cylinder yoke
or pulley pin.
4. Check cable pulley for free movement and excessive wear.
Yearly Maintenance
1. Lubricate chains
2. Grease rub blocks and column surface contacting rub blocks
3. Change the hydraulic fluid - good maintenance procedure makes it mandatory to keep
hydraulic fluid clean. No hard fast rules can be established; - operating temperature,
type of service, contamination levels, filtration, and chemical composition of fluid should
be considered. If operating in dusty environment shorter interval may be required.
Special Maintenance Tasks
NOTE: The following items should only be performed by a trained maintenance expert:
Replacement of hydraulic hoses.
Replacement of chains and rollers.
Replacement of cables and sheaves.
Replacement or rebuilding air and hydraulic cylinders as required.
Replacement or rebuilding pumps / motors as required.
Checking of hydraulic cylinder rod and rod end (threads) for deformation or damage.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 22
CAUTION!!
Relocating or changing components may cause problems. Each component in the
system must be compatible; an undersized or restricted line will cause a drop in pressure.
All valve, pump, and hose connections should be sealed and/or capped until just prior to
use. Air hoses can be used to clean fittings and other components. However, the air
supply must be filtered and dry to prevent contamination. Most important is cleanliness ;
Contamination is the most frequent cause of malfunction or failure of hydraulic
equipment.
TROUBLESHOOTING
The common problems that may be encountered and their probable causes are covered
in the following paragraphs:
Motor Does Not Operate
Failure of the motor to operate is normally caused by one of the following:
1. Breaker or fuse blown. Repair or replace.
2. Faulty wiring connections; call electrician.
3. Defective up button; call electrician for service.
Motor Functions but Lift Will Not Rise
If the motor is functioning, but the lift will not rise, do the following in the order given:
1. A piece of trash might be under check valve. Push handle down and push the up button at
the same time. Hold for 10-15 seconds. This should flush the system.
2. Check the clearance between the plunger valve of the lowering handle. There should be
1/16 clearance.
3. Remove the check valve cover and clean ball and seat.
WARNING!!
Failure to properly relieve pressure in the following step can cause injury to personnel.
This lift uses ISO Grade 32 AW, 46 or other good grade non-detergent hydraulic oil at a
high hydraulic pressure. Be familiar with its toxicological properties, precautionary
measures to take, and first aid measures as stated in the Safety Summary before
performing any maintenance with the hydraulic system.
4. Oil level too low. Oil level should be just under the vent cap port when the lift is down.
Relieve all hydraulic pressure and add oil as required.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 23
Oil Blows out Breather of Power Unit
If oil blows out of the breather of the power unit, take the following actions:
1. Oil reservoir overfilled. Relieve all pressure and siphon out hydraulic fluid until at a proper
level
2. Lift lowered too quickly while under a heavy load. Lower the lift slowly under heavy loads.
Motor Hums and Will Not Run
If the motor hums but fails to run, take the following actions:
1. Lift overloaded. Remove excessive weight from lift
WARNING!!
The voltages used in the lift can cause death or injury to personnel. In the following steps,
make sure that a qualified electrician is used to perform maintenance
2. Faulty wiring.. .... Call electrician
3. Bad capacitor.. .. Call electrician
4. Low voltage........... Call electrician
Lift Jerks Going Up and Down
1. If the lift jerks while going up and down, it is usually a sign of air in the hydraulic system.
Raise lift all the way to top and return to floor. Repeat 4-6 times. Do not let this overheat
power unit.
Oil Leaks
Oil leak causes at the power unit and cylinders are normally caused by the following:
1. Power unit: if the power unit leaks hydraulic oil around the tank-mounting flange check the
oil level in the tank. The level should be two inches below the flange of the tank. A
screwdriver can be used as a dipstick.
2. Cylinder - Piston Rod: the rod seal of the cylinder is out. Rebuild or replace the cylinder.
3. Cylinder - Vent: the piston seal of the cylinder is out. Rebuild or replace the cylinder.
Lift Makes Excessive Noise
Excessive noise from the lift is normally caused by the following:
1. Column of the lift is dry and requires grease.
2. Cylinder pulley assembly or cable pulley assembly is not moving freely.
3. May have excessive wear on pins or cylinder yoke.
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 24
ILLUSTRATED PARTS BREAKDOWN
1418
91
1516
1
23
60
5
6
7
89
1011
12
13
14
14
15
4
17
48
18
20
59
60
61
62
63
62
63
25
24
27
73
26
74
4
26
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 25
4
92
93
70
71
21
22
23
27 25
26
5
28
29
30
31
32
33
34
35
36
37
41
42
38
39
40
72
58
17
64
65
67
66
69
75
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 26
84 78
51
79
3
49
77
84
80
81828385
18
48
1
51
52
49 50 51
12
57
56
55
6821
53
54
53
17 18
4617 47 17
76
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 27
14
91
15
43
44
45
45
44
43
3
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 28
GL-9 Parts List
Items Drawing Description QTY
1 GF-1000 Column Weldment 1
2 GL-09-134 Tyre Ramp Weldment 1
3 GF-2000 Carriage 2
4 GF-5000 Long Arm Weldment 4
5 GL-09-104 Short Arm Weldment 2
6 GL-09-098 Runway Weldment 1
7 GL-09-096 Tire Ramp Lock 2
8 B14-3/4×150 Anchor Bolt 3/4"×150 12
9 B14-3/8×2.5 Anchor Bolt 3/8"×2.5" 4
10 30400-1013 Window Cover 2
11 B23-6×8 Cross Screw M6×8 4
12 P/U Power Unit 1
13 B10-12×50 Hex Head Bolt M12×50 8
14 B41-12 Flat Washer Ø12 18
15 B40-12 Lock Washer Ø12 10
16 B30-12 Nut M12 8
17 B60-25 Snap Ring Ø25 14
18 30400-1005C Flat Washer 12
20 GF-1500 Top Sheave Weldment 2
21 YG07-9100 Hydraulic Cylinder 2
22 30400-5023 Pin,Leaf Chain 4
23 B52-2×20 Cotter Pin Ø2×20 8
24 GL-09-131 Ramp Weldment 1
25 GL-09-091 Tube Weldment,Inside 1
26 GL-09-093 Tube Weldment,Outside 1
27 GL-09-131DC Ramp Weldment 1
28 GL-09-015 Pin 2
29 GF-2100 Shaft Pin 2
30 30500-5200-4 Spring 4
31 DP9-3003 Gear Rack 4
32 B51-6×40 Parallel Pin Ø6×40 4
33 30500-5300 Swing Arm Pin 4
34 30400-5020 Rubber Block 16
35 B28-6×35 Fastener Screw M6×35,NCHB 2
36 30400-5006-1 Spring 2
37 30400-5006-3 Spring 2
38 B31-20 Nut M20,Grade 8 2
39 B40-20 Lock Washer Ø20 2
40 30400-5006 Safety Block Organ 2
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 29
41 30400-5011 Bushing 2
42 B11-20×50 Hex Head Bolt M20×50,Grade 8.8 2
43 GF-4000 Steel Cable 2
44 B33-3/4-16 Nylon Lock Nut 3/4"-16 4
45 B41-20 Flat Washer Ø20 4
46 52080 Idler Wheel 2
47 30400-9012-01 Idler Wheel Shaft 2
48 52005 4.75"Cable Sheave 6
49 B30-8 Nut M8 6
50 B40-8 Lock Washer Ø8 4
51 B41-8 Flat Washer Ø8 10
52 B10-8×35 Hex Head Bolt M8×35 4
53 30400-9054(B)YZ Bulkhead Fitting,45° Angle 2
54 1WB-06(GL-9000) Hydraulic Hose 1
55 30500-9100G1 Bulkhead Fitting,Right Angle 1
56 30400-9052YZ Inside And Outside Fitting,Right Angle 1
57 1WB-01(30400-9030YZ) Hydraulic Hose 1
58 BL644×121P Leaf Chain 2
59 GF-5300 Bracket,Screw Thread 4
60 52200-3 Rubber Board 8
61 GF-5400 Underprop C 4
62 B13-6×28 Strap Bolt M6×28 8
63 B30-6 Nut M6 8
64 GL-09-092-1 Spring 2
65 GL-09-092-2 Border Nut 2
66 GL-09-40 Bolt 2
67 B51-3×22 Parallel Pin Ø3×22 4
68 30400-9053YZ(SW-002) Fitting,Right Angle 1
69 DP9-7011 Gear Wheel,Sector 6
70 B40-10 Lock Washer Ø10 12
71 B11-10×35 Hex Head Bolt M10×35,Grade 8.8 12
72 GF-1100 Column Weldment 1
73 GL-09-091DC Tube Weldment,Inside 1
74 GL-09-093DC Tube Weldment,Outside 1
75 GF-2100DC Shaft Pin 2
76 30400-1999 Shock Absorption Washer 4
77 ETPF-2007 Socket Head Screw 2
78 9B-4100 Chain Lock Weldment 2
79 ETPF-2004 Spring 2
80 B33-8 Nylon Lock Nut M8 2
81 GL-09-102 Connecting Rod Clevel 2
GL-9 Floor Plate Lift IN50018 Rev. B 05/30/2008 30
82 30400-5031 Washer 2
83 30400-5028 Chain Lock 2
84 B40-36 Flat Washer Ø36 4
85 B60-35 Snap Ring Ø35 2
91 B11-12×30 Hex Head Bolt M12×35 2
92 GF-1005 chain cover 2
93 B23-4×8 Cross Screw M4×8 4
Contract change
Provide all labor, material, equipment, services, and supplies to perform the following:
Original contract sum:
Net change from previous change orders:
Current Contract amount:
This change order total:
New Contract Amount:
Total Cost of All Change Orders:
A.
B. Subcontract summary
C. Time: As a result of this change order, a time extension of ____ calendar days will be required.
D. Terms and Conditions:
002
8/19/24 2403
CGC General Contractors
3212 Friendly Ln
Haltom City, Texas 76117
Meadowbrook Golf Course Maintenance Facility
Furnish work bench and angle grinders requested by owner, see attached for model
$ 1,213,675.00
$ 11,495.00
$ 1,225,170.00
$ 113,555.23
$ 1,338,725.23
$ 125,050.23
0
Salesperson : X ______________ Accepted By : X ______________
Confidential
Quote Summary
Prepared For:
GCG
GCG
FORT WORTH, TX 11111
Business: 682-730-6933
AUSTIND@CGCTEXAS.COM
Prepared By:
Monty Hambrick
United Ag & Turf
2098 Valley View Lane
Farmers Branch, TX 75234
Phone: 214-630-3300
Mobile: 817-454-8829
montyhambrick@unitedagt.com
Quote Id:31512369
15 August 2024
15 August 2024
Created On:
Last Modified On:
Expiration Date:22 August 2024
Equipment Summary Selling Price Qty Extended
BERNHARD ANGLEMASTER
AM4500 BEDKNIFE GRINDER -
237932
$ 35,103.00 X 1 = $ 35,103.00
BERNHARD EXPRESS DUAL 5500
- 25940
$ 67,296.00 X 1 = $ 67,296.00
Quote Summary
Equipment Total $ 1 ,.00
SubTotal $ 1 .00
Total $ 1 .00
Down Payment (0.00)
Rental Applied (0.00)
Balance Due $ 1 ,.00
Selling Equipment
Quote Id: 31512369 Customer:GCG
Confidential
BERNHARD ANGLEMASTER AM4500 BEDKNIFE GRINDER - 237932
Hours:0
Stock Number:4337132
Code Description Qty
--- BERNHARD ANGLEMASTER AM4500
BEDKNIFE GRINDER
1
BERNHARD EXPRESS DUAL 5500 - 25940
Equipment Notes:
Hours:0
Stock Number:4337211
Code Description Qty
--- 2024 BERNHARD EXPRESS DUAL
5500
1
GRAINGERw
�►��.
Cart
Order Summary
Estimated
Subtotal $833.02 Tax N/A
Estimated
Shipping $243.96
Estimated Total $1,076.98
DURHAM MFG
, Work Table: Fixed Ht, Steel, 72 in x 36 in, 3,000 Ib
Overall Load Capacity, Steel
Item # 22NE10
Qty
1
Availability
Ships from supplier. Expected to arrive on or before Wed. Aug 28.
This item requires special shipping, additional charges may apply.
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Work Table: Fixed Ht, Steel,
72 in x 36 in, 3,000 Ib...
Item # 22NE10
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Web Price
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CGC
Owner: City of Fort Worth
Contractor:
CGC General Contractors
3212 Friendly Ln
Haltom City, Texas 76l l7 Q
Project:
Owner Change Order
Proposed Change Order Number: 003
Date: 9/5/24
CGC Job Number: 2ao3 Prime Contract
Date:
Meadowbrook Golf Course Maintenance Facility
A. Contract change
Provide all labor, material, equipment, services, and supplies to perform the following:
Demo and fumish new hazmat container per owner request
B. Subcontract summary
Original contract sum: _____� $ 1,213,675.00
Net change from previous change orders: $ 125,050.23
Current Contract amount: $ 1,338,725.23
This change order total: $ 23,28].50
New Contract Amount: $ 1,362,006.73
Total Cost of All Change Orders: $ 148,331.73
C. Time: As a result of this change order, a time extension of �
D. Terms and Conditions:
calendar days will be required.
1. Unless otherwise stated, all terms and conditions of the Contract remain unchanged .
E. Signature (this form not valid unless signed by both parties)
Contractor:
CGC General Contractors
BY� --
Name/Titl
Date:
Owner (or owner's representative):
By: J
Name/Title ___
Date:
Y�S R��It►�t� 4i1[ 3is� P�e3�r Iu�al Cas4s
Demo Demo and Remove Existing Container 1 EA $ $ 3,365.00
Electrical Connect Power 1 EA $ - $ 2,200.00
Furnish New Hazmat Container 1 EA $ - $ 15,600.00
Subtotal $ 21,165.00
OH&P10% $ 2,116.50
Total $ ?.3,281.5D
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962 Hunt Road Proposal, Good for;o days
Gunter, TX 75058
Project: Meadowbrook Maintenance Building
Change Order Request:
Sneci�c Sc.one af VVork Bid I�ems= Remove Hazmat box.
1. If we remove now while onsite $715.00 for the box, $200.00 for equipment & operator. The
total price is now $915.00.
2. If we wait until we have demobilized= Box $715.00, Equipment & Operator $200.00,
Mobilizations of Box $950.00, Mobilization of equipment $1500.00. The Total will be $3365.00
Genera! £xclusions: not included i� ua'aAO.saj unless specificaIllrnoted abav_e�
Removal of spoils from other trades. Demolition based solely on civil plans and deduction of utility cuts. Structural excavation of
any ldnd. Cushion sand & bedding gravel. F1ume, sidewalk stabilization, or excavation of any ldnd. Dewatering of other trades
(Alford Fxcavation LLC work only). Safety caps for silt fence ar SWPPP designs, removal & maintenance of erosion devices,
riprap, sldmmers, or temp vegetation. Pad cutbacks or Pad certiiications. Temporary water meter, bacldlow preventer, or rental
of any ldnd. Proof rolling after final density test of final grading. Permits of any ldnd/ site or site work excluded verbatim per
contract. BIM modeling. Termite treatment. Certified "as-builts". RemovaU capping of underground utilities, potholing. Pads for
staging areas of any ldnd. Additional purchasing oz placement of drying agents. Testing of any ldnd. Hand Labor of any ldnd.
Tree protection &/or arborists work to clear trees from power lines. Bacldill existing or proposed buildings, existing or proposed
structures, proposed retauung walls. Barricades or tzaffic control devices of any ldnd. Regrade due to damage by others.
please contact 1?onnie Strialin with any questions or concerns.
Cmail: ronnie@aifordexcavation.com o�fce: �JC3-433-322C
Dou� Cell: J�38212132/ Ronnie Cell: 9�38180135 Dwayne Cel1: 9038214244
Empire Electric Company LLC
2000 N Beach St
Haltom City, TX 76111 US
(817) 831-SOOfi
erika@em pireelectriccom p. com
Proposal
ADDRESS
CGC General Contractors, Inc.
3212 Friendly Ln
HaRom City, TX 76117 USA
REQUESTE� BY
Austin, Joe
pATE
OS/23/2024
SHIP TO SHIP VIA
CGC General Contractors, Inc.
3212 Friendy Ln
Haltom City, TX 76117 USA
PROJECT NAME
Meadawbroak golf course hazman
ACTfVITY p�SCRiPTI�N
Services Meadowbrook golf course Hazman
Building change order.
Run (1) dedica#ed 20 amp circuitto
Hazmatbuilding.
Services Labor
2 guys 1.5 days each
Services Materiaf
Work to be done during normal working hours Mon-Fri 8 AM to 4PM
All installations will conform with the National Electrical CODE, CITY
CODES and ORDINANCES
All ceiling and wall penetrafions will be fire caulked and sealed
This proposal does not include sales tax.
Please find your estimate defails here. Feel free to contact us if you
have any questions. We look forward to working with you.
PAYMENT IS DUE UPON COMPLETION NET 30 DAYS.
Thank you for your Business!
Accepted By
Accepted Date
SUBTOTAL
TAX
TOTAL
223
�
PROPOSAL 223
DATE 08/23l2024
OTY RATE
1 0.00
A�1+IQl3�tT
O.00T
1,081.28
2,200.00
0.00
$2�2��.��
1,118.72
THANK YOU FOR ALLOWING EMPIRE ELECTRIC TO PRESENT THIS PROPOSAL
Page 1 of 1
Hello Joe,
Thank you for the opportunity to provide this price quote. We appreciate your interest in our Chemical
Storage Solutions.
Attached you will find our price quote for the madel that we have spoken to you about. This model comes
complete with the following features:
• 20' X 8' storage building.
• Custom exterior paint color.
• Hinged walk-in door with keyed lock and security bar.
• Required signage including hazardous materia! warning and NFPA fire diamond.
• Heavy duty cargo doors with included padlocks.
= Ventilation system including: 2 sky light vents,l solar powered vent fan, and 2 intake vents.
• 400 gallon spill containment system including drainage, barrier, and coating.
• 4 heavy duty steel shelving units.
• Safety equipment including: Eye wash station, Slb fire extinguisher with sign, and chemical spill kit.
• Metal PPE storage cabinet and utility table.
Along with the chemical storage unit, the quote includes the following services:
Full setup of the storage unit based on the lacation and orientation that will be discussed during an
on-site meeting and site evaluatian.
Relocation and organization of current chemical inventory into the new chemical storage unit.
Relocation of certain chemicals may not apply based on condition and hazard.
2-year Service Contract:
o Warranty to protect unit from manufacturing defects or malfunctioning equipment.
o Inspection of unit and safety equipment at 6-month intervals.
o Full unit cleaning inside and out at 12-month intervals.
On the quote, you will see a delivery charge based on an assumed standard location and orientation. Delivery
charge is subject to change based on site evaluatian.
Timing and scheduling of delivery will be based on in stock units and customization options.
3 payment options are included on price quote. All payment quotes listed include sales tax.
� Pay in full at time of delivery with S% discount on storage unit and delivery.
• 4 quarterly billed equal payments. First payment due at time of delivery.
� 36 monthly billed equal payments. First payment due at time of delivery.
o Service contract extended to 3 years with this option.
8/27/24 Attached quote is valid for 30 days
Price Quote
Chemical Storage Solutions
4409 Ridgeton Rd.
Fort Worth, TX 76116
817-296-9117, briancloud.gts@gmail.com
Customer Billing Information
Carter Brandt
Meadowbrook Golf Club
1815 Jenson Rd.
Fort Worth, TX 76112
(254)-396-7027
� • . �
Base Chemical Storage Unit 1 $14,950 $14,950.00
Delivery Fee 1 $650 $650.00
On Site Setup and Chemical Relocation 1 $0 $0.00
2 Year Service Contract 1 $0 $0.00
SUBTOTAL
SHIP TO
Galf Course Maintenance
Meadowbrook Golf Club
1815 Jenson Rd.
Fort Worth, TX 76112
(254}396-7027
08/27/2024
ioios
Payment Options:
Paid In Full With
5°io Discount
$16,042.65
Total
4 Equal
Payments Billed
Quarterly
$4,221.75
X
4 Payments
36 Equal
Payments Billed
Monthly
$5� 5.ao
X
36 Payments
DISCOUNT
TAX RATE
TOTALTAX
$15,600.00
o.00
8.25°io
Si 2s�.00
Quote Total $16,887.00
CGC
Owner: City of Fort Worth
Contractor:
CGC General Contractors
3212 Friendly Ln
Haltom City, Texas 76117 p
Project:
Owner Change Order
Proposed Change Order Number: 004
Date: 912oi2a
CGC Job Number: 2403 Prime Contract
Date:
Meadowbrook Golf Course Maintenance Facility
A. Contract change
Provide all labor, material, equipment, services, and supplies to perform the following:
A5I 001
B. Subcontract summary
Original contract sum:
$ 1,213,675.00
Net change from previous change orders: $ 148,331.73
Current Contract amount: $ 1,362,006.73
This change order total: $ 20,256.50
New Contract Amount: $ 1,382,263.23
Total Cost of All Change Orders: $ 168,588.23
C. Time: As a result of this change order, a time extension of �
D. Terms and Conditions:
calendar days will be required.
1. Unless otherwise stated, all terms and conditions of the Contract remain unchanged .
E. Signature (this form not valid unless signed by both parties)
Architect:
BY� — ----
Name/1`itle
Date:
Contractor:
CGC General Contractors
By:
Nam�/Ti
Date:
Owner (or owner's representative):
�y�--
Name/Title
Date:
:..=�.
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962 H u nt Ro a d Proposal, Good for 3o days
Gunter, TX 75058
Project: Meadowbrook Maintenance Building
Change Order Request: Change to Drawings
CO Price: $7915.50
Sneciiac S�at�e ot' VG'az•k Bid Tten�s� 10' x 137' Rip Rap base {no grout)
1. New Survey for building, off-sets, and paving BOC. $4765.50
2. Added Lime for areas on change iminimum 10 tons) 10 tons @$315.00 -$3150.00.
Gene�_z� Exc.I.us.inns: no[ includea in x�r�o�osal ur�Pess spe�ific�li�note� akosre.
Removal of spoils from other trades. Demolition based solely on civil plans and deduction of utility cuts. Structural excavation of
any ldnd. Cushion sand & bedding gravel. Flume, sidewalk stabilization, or excavation of any lond. Dewatering of other trades
(Alford Fxcavation LLC work only). Safety caps for silt fence or SWPPP designs, removal & maintenance of erosion devices,
riprap, sldmmers, or temp vegetation. Pad cutbacks or Pad certifications. Temporary water meter, bacldlow preventer, or rental
of any ldnd. Proof rolling after final density test of final grading. Permiis of any ldnd/ site or site work excluded verbatim per
contract. BIM modeling. Termite treatrnent. Certified "as-builts". RemovaU capping of underground utilities, potholing. Pads for
staging areas of any ldnd. Additional purchasing oz placement of drying agents. Testing of any ldnd. Hand Labor of any ldnd.
Tree protection &lor arborists work to clear trees from power lines. Bacldill existing or proposed buildings, existing or proposed
structures, proposed retaininq walls. Barricades or tr�c control devices of any ldnd. Regrade due to damage by others.
please contact Ronnie Striafin with any auestions or concerns.
Email: ronnie�a[f�rdexcavati�;n.com office: ��3 433322�
Dou� Cell: J�38212132/ Ronnie Cell: J�3818�135 Dwayne Cell: J�38214244
JV Concrete Services LLC
jvconcrete1981 @gamil.com
(940)735-6647
Austin Dryer
Item Description
Meadowbrook Golf Maintenance Facility-revisans
-Concrete
-Material
-Labor
JV Concrete Services LLC is Bonded and Insured.
If any questions JV Concrete can be reached by calling
940-735-6647 or
email jvconcrete1981 @gmail.com
Unit Price
6000.00
2500.00
2000.00
Subtotal
Total
Amount Paid
Estimate
ESTI iVIATE
Estimate # 0000013
Estimate Date 09/16/2024
Quantity
1.00
1.00
1.00
Amount
6,000.00
2, 500.00
2, 000.00
10,500.00
10,500.00
0.00
$10,500.00