HomeMy WebLinkAbout532047 G & G CONTRACTORS LLC - CONTRACT - BID - 7630 FENCING CONTRACT ANNUALService Agreement – Work Order Type
7630 Fencing Contract Annual Page 1 of 37
SERVICES AGREEMENT
WORK ORDER TYPE
THIS AGREEMENT made and entered into the day and year set forth below, by and
between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter
referred to as the "City" and G & G CONTRACTORS LLC hereinafter referred to as "Service
Provider".
WITNESSETH:
In consideration of the mutual covenants and obligations herein expressed, it is agreed by
and between the parties hereto as follows:
1. Services to be Performed.
a. This Agreement shall constitute the basic agreement between the parties for services
for 7630 Fencing Contract Annual. The conditions set forth herein shall apply to all
services performed by the Service Provider on behalf of the City and particularly
described in Work Orders agreed upon in writing by the parties from time to time.
Such Work Orders, a sample of which is attached hereto as Exhibit "A", consisting of
one (1) page, and incorporated herein by this reference, shall include a description of
the services to be performed, the location and time for performance, the amount of
payment, any materials to be supplied by the City and any other special circumstances
relating to the performance of services. A general scope of services is attached hereto
as Exhibit “B”, consisting of twenty-one (21) pages, and incorporated herein by this
reference. No work order shall exceed $75,000. The only services authorized under
this agreement are those which are performed after receipt of such Work Order,
except in emergency circumstances where oral work requests may be issued. Oral
requests for emergency actions will be confirmed by issuance of a written Work Order
within two (2) working days. Irrespective of references in Exhibit A to certain named
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third parties, Service Provider shall be solely responsible for performance of all duties
hereunder.
b. The City may, at any time during the term of a particular Work Order and without
invalidating the Agreement, make changes within the general scope of the particular
services assigned and the Service Provider agrees to perform such changed services.
2. Changes in the Work. The City reserves the right to independently bid any services rather
than issuing work to the Service Provider pursuant to this Agreement. Nothing within this
Agreement shall obligate the City to have any particular service performed by the Service
Provider.
3. Time of Commencement and Completion of Services. The services to be performed
pursuant to this Agreement shall be initiated as specified by each written Work Order or
oral emergency service request. Oral emergency service requests will be acted upon
without waiting for a written Work Order. Time is of the essence.
4. Contract Period. This Agreement shall commence upon signing and shall continue in full
force and effect until May 31, 2015, unless sooner terminated as herein provided. In
addition, at the option of the City, the Agreement may be extended for additional one year
periods not to exceed four (4) additional one year periods. Renewals and pricing changes
shall be negotiated by and agreed to by both parties. The Denver Boulder Greeley CPIU
published by the Colorado State Planning and Budget Office will be used as a guide.
Written notice of renewal shall be provided to the Service Provider and mailed no later
than 90 days prior to contract end.
5. Delay. If either party is prevented in whole or in part from performing its obligations by
unforeseeable causes beyond its reasonable control and without is fault or negligence,
then the party so prevented shall be excused from whatever performance is prevented by
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such cause. To the extent that the performance is actually prevented, the Service
Provider must provide written notice to the City of such condition within fifteen (15) days
from the onset of such condition.
6. Early Termination by City/Notices. Notwithstanding the time periods contained herein, the
City may terminate this Agreement at any time without cause by providing written notice of
termination to the Service Provider. Such notice shall be mailed at least fifteen (15) days
prior to the termination date contained in said notice unless otherwise agreed in writing by
the parties. All notices provided under this Agreement shall be effective when mailed,
postage prepaid and sent to the following address:
Service Provider: City: Copy to:
G&G Contractors LLC
Attn: Ty Guerrero
2718 Carnation Place
Loveland, CO 80513
City of Fort Collins
Attn: Jill Wuertz
PO Box 580
Fort Collins, CO 80522
City of Fort Collins
Attn: Purchasing Dept.
PO Box 580
Fort Collins, CO 80522
In the event of early termination by the City, the Service Provider shall be paid for services
rendered to the termination date, subject only to the satisfactory performance of the
Service Provider's obligations under this Agreement. Such payment shall be the Service
Provider's sole right and remedy for such termination.
7. Contract Sum. This is an open-end indefinite quantity Agreement with no fixed price. The
actual amount of work to be performed will be stated on the individual Work Orders. The
City makes no guarantee as to the number of Work Orders that may be issued or the
actual amount of services which will in fact be requested.
8. Payments.
a. The City agrees to pay and the Service Provider agrees to accept as full payment for
all work done and all materials furnished and for all costs and expenses incurred in
performance of the work the sums set forth for the hourly labor rate and material costs,
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with markups, stated within the Bid Schedule Proposal Form, attached hereto as
Exhibit "C", consisting of three (3) pages, and incorporated herein by this reference.
Payment shall be made by the City only upon acceptance of the work by the City and
upon the Service Provider furnishing satisfactory evidence of payment of all wages,
taxes, supplies and materials, and other costs incurred in connection with the
performance of such work.
9. City Representative. The City's representative will be shown on the specific Work Order
and shall make, within the scope of his or her authority, all necessary and proper decisions
with reference to the work requested. All requests concerning this Agreement shall be
directed to the City Representative.
10. Independent Contractor. It is agreed that in the performance of any services hereunder,
the Service Provider is an independent contractor responsible to the City only as to the
results to be obtained in the particular work assignment and to the extend that the work
shall be done in accordance with the terms, plans and specifications furnished by the City.
11. Subcontractors. Service Provider may not subcontract any of the Work set forth in the
Exhibit A, Statement of Work without the prior written consent of the city, which shall not
be unreasonably withheld. If any of the Work is subcontracted hereunder (with the
consent of the City), then the following provisions shall apply: (a) the subcontractor must
be a reputable, qualified firm with an established record of successful performance in its
respective trade performing identical or substantially similar work, (b) the subcontractor will
be required to comply with all applicable terms of this Agreement, (c) the subcontract will
not create any contractual relationship between any such subcontractor and the City, nor
will it obligate the City to pay or see to the payment of any subcontractor, and (d) the work
of the subcontractor will be subject to inspection by the City to the same extent as the
work of the Service Provider.
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12. Personal Services. It is understood that the City enters into the Agreement based on the
special abilities of the Service Provider and that this Agreement shall be considered as an
agreement for personal services. Accordingly, the Service Provider shall neither assign
any responsibilities nor delegate any duties arising under the Agreement without the prior
written consent of the city.
13. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of the
services shall not be construed to operate as a waiver of any rights under the Agreement
or of any cause of action arising out of the performance of this Agreement.
14. Warranty.
a. Service Provider warrants that all work performed hereunder shall be performed with
the highest degree of competence and care in accordance with accepted standards for
work of a similar nature.
b. Unless otherwise provided in the Agreement, all materials and equipment incorporated
into any work shall be new and, where not specified, of the most suitable grade of their
respective kinds for their intended use, and all workmanship shall be acceptable to
City.
c. Service Provider warrants all equipment, materials, labor and other work, provided
under this Agreement, except City-furnished materials, equipment and labor, against
defects and nonconformances in design, materials and workmanship/workwomanship
for a period beginning with the start of the work and ending twelve (12) months from
and after final acceptance under the Agreement, regardless whether the same were
furnished or performed by Service Provider or by any of its subcontractors of any tier.
Upon receipt of written notice from City of any such defect or nonconformances, the
affected item or part thereof shall be redesigned, repaired or replaced by Service
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Provider in a manner and at a time acceptable to City.
15. Default. Each and every term and condition hereof shall be deemed to be a material
element of this Agreement. In the event either party should fail or refuse to perform
according to the terms of this agreement, such party may be declared in default thereof.
16. Remedies. In the event a party has been declared in default, such defaulting party shall
be allowed a period of ten (10) days within which to cure said default. In the event the
default remains uncorrected, the party declaring default may elect to (a) terminate the
Agreement and seek damages; (b) treat the Agreement as continuing and require specific
performance; or (c) avail himself of any other remedy at law or equity. If the non-
defaulting party commences legal or equitable actions against the defaulting party, the
defaulting party shall be liable to the non-defaulting party for the non-defaulting party's
reasonable attorney fees and costs incurred because of the default.
17. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire
agreement between the parties and shall be binding upon said parties, their officers,
employees, agents and assigns and shall inure to the benefit of the respective survivors,
heirs, personal representative, successors and assigns of said parties.
18. Indemnity/Insurance.
a. The Service Provider agrees to indemnify and save harmless the City, its officers,
agents and employees against and from any and all actions, suits, claims, demands or
liability of any character whatsoever, brought or asserted for injuries to or death of any
person or persons, or damages to property arising out of, result from or occurring in
connection with the performance of any service hereunder.
b. The Service Provider shall take all necessary precautions in performing the work
hereunder to prevent injury to persons and property.
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c. Without limiting any of the Service Provider's obligations hereunder, the Service
Provider shall provide and maintain insurance coverage naming the City as an
additional insured under this Agreement of the type and with the limits specified within
Exhibit "D", consisting of one (1) page, attached hereto and incorporated herein by this
reference. The Service Provider before commencing services hereunder, shall deliver
to the City's Director of Purchasing and Risk Management, P. O. Box 580, Fort Collins,
Colorado 80522 one copy of a certificate evidencing the insurance coverage required
from an insurance company acceptable to the city.
19. Entire Agreement. This Agreement, along with all Exhibits and other documents
incorporated herein, shall constitute the entire Agreement of the parties. Covenants or
representations not contained in this Agreement shall not be binding on the parties.
20. Law/Severability. This Agreement shall be governed in all respect by the laws of the State
of Colorado. In the event any provision of this Agreement shall be held invalid or
unenforceable by any court of competent jurisdiction such holding shall not invalidate or
render unenforceable any other provision of this Agreement.
21. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et.
seq., Service Provider represents and agrees that:
a. As of the date of this Agreement:
1) Service Provider does not knowingly employ or contract with an illegal alien who
will perform work under this Agreement; and
2) Service Provider will participate in either the e-Verify program created in Public
Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th
Congress, as amended, administered by the United States Department of
Homeland Security (the “e-Verify Program”) or the Department Program (the
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“Department Program”), an employment verification program established pursuant
to Section 8-17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of
all newly hired employees to perform work under this Agreement.
b. Service Provider shall not knowingly employ or contract with an illegal alien to perform
work under this Agreement or knowingly enter into a contract with a subcontractor that
knowingly employs or contracts with an illegal alien to perform work under this
Agreement.
c. Service Provider is prohibited from using the e-Verify Program or Department Program
procedures to undertake pre-employment screening of job applicants while this
Agreement is being performed.
d. If Service Provider obtains actual knowledge that a subcontractor performing work
under this Agreement knowingly employs or contracts with an illegal alien, Service
Provider shall:
1) Notify such subcontractor and the City within three days that Service Provider has
actual knowledge that the subcontractor is employing or contracting with an illegal
alien; and
2) Terminate the subcontract with the subcontractor if within three days of receiving
the notice required pursuant to this section the subcontractor does not cease
employing or contracting with the illegal alien; except that Service Provider shall
not terminate the contract with the subcontractor if during such three days the
subcontractor provides information to establish that the subcontractor has not
knowingly employed or contracted with an illegal alien.
e. Service Provider shall comply with any reasonable request by the Colorado
Department of Labor and Employment (the “Department”) made in the course of an
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investigation that the Department undertakes or is undertaking pursuant to the
authority established in Subsection 8-17.5-102 (5), C.R.S.
f. If Service Provider violates any provision of this Agreement pertaining to the duties
imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If
this Agreement is so terminated, Service Provider shall be liable for actual and
consequential damages to the City arising out of Service Provider’s violation of
Subsection 8-17.5-102, C.R.S.
g. The City will notify the Office of the Secretary of State if Service Provider violates this
provision of this Agreement and the City terminates the Agreement for such breach.
22. Special Provisions. Special provisions or conditions relating to the services to be
performed pursuant to this Agreement are set forth in Exhibit E - Confidentiality, consisting
of one (1) page, attached hereto and incorporated herein by this reference.
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CITY OF FORT COLLINS, COLORADO
a municipal corporation
By: __________________________________
Gerry S. Paul
Director of Purchasing and Risk Management
Date:_________________________________
ATTEST:
____________________________
City Clerk
APPROVED AS TO FORM:
____________________________
Assistant City Attorney
G & G CONTRACTORS LLC
By:____________________________________
_______________________________________
Print Name
Title____________________________________
Date: _______________________________
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6/2/2014
Ty Guerrero
Owner
6/3/2014
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EXHIBIT A
WORK ORDER FORM
PURSUANT TO AN AGREEMENT BETWEEN
THE CITY OF FORT COLLINS
AND
DATED:
Work Order Number:
Purchase Order Number:
Project Title:
Commencement Date:
Completion Date:
Maximum Fee: (time and reimbursable direct costs):
Project Description:
Scope of Services:
Professional agrees to perform the services
identified above and on the attached forms in
accordance with the terms and conditions
contained herein and in the Professional
Services Agreement between the parties. In
the event of a conflict between or ambiguity in
the terms of the Professional Services
Agreement and this work order (including the
attached forms) the Professional Services
Agreement shall control.
The attached forms consisting of ___ (_)
pages are hereby accepted and incorporated
herein, by this reference, and Notice to
Proceed is hereby given.
Professional
By:_______________________________
Date:_____________________________
City of Fort Collins
By:_________________________________
Project Manager
Date: ______________________________
By: _______________________________
Gerry Paul
Director of Purchasing and Risk Management
(over $60,000.00)
Date: ____________________________
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EXHIBIT B
GENERAL SCOPE OF SERVICES
Scope of Work
A. The Contractor shall mobilize to the area within ten (10) working days after receiving
notice to proceed by the Project Manager or as approved by the Project Manager.
Mutually acceptable milestones indicating working days shall be determined by the City
and the Contractor. Any extensions of the time limits set forth above must be agreed
upon in writing by the parties hereto.
B. The Contractor shall be solely responsible for cleaning the job site at the end of each
working day and at work completion.
C. The City may order changes within the scope of the work without invalidating this
agreement. If such changes alter the amount due under the contract documents or the
time required for the performance of the work, such alteration shall be approved by the
parties in writing in the form of a change order.
Work Order Procedure:
A. All job estimates must be submitted on a unit price basis consistent with the prices
established in the Bid Schedule section.
B. Contractor will invoice for all jobs completed on a unit price basis with the prices
established in the Bid Schedule section, including appropriate mark up on materials, if
any. Material invoices must be included with the billing invoices or as directed by the
Project Manager.
C. Work order and purchase order number must be included on the billing invoices.
Service Provider to:
A. Provide services as described above, as set out in specific work orders.
B. Carry insurance levels as required in Exhibit D.
C. Clean-up each job site at the end of each day and at work completion.
D. Maintain a local phone number, and must be able to be reached by telephone during
prescribed business hours.
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SPECIFICATIONS FOR BALLFIELD FENCE
1. 20 FOOT BACKSTOP SPECIFICATIONS
1. Backstop will be 60 ft. in length.
2. Backstop will be 20ft. in height.
3. 7 posts per backstop on 10 ft. centers.
4. 4” O.D. schedule 40 galvanized posts in 24” diameter holes.
5. Posts will be set 60” deep in 3000 psi. concrete.
6. See detail ”B” for concrete grade detail.
7. 2 3/8” O.D. schedule 40 galvanized rails.
8. 6 rails per backstop. See detail “D” for placement dimensions.
9. All posts will be capped.
10. Pressed steel fittings.
11. Rails must be coped and welded.
12. All welds must be continuous and of equal strength of pipe.
13. All welds must be cleaned and coated with grey galvanized spray and a silver spray to
match rails.
14. Bottom 10 ft. of fabric will be 6 gauge K.K.
15. Top 10 ft. of fabric will be 9 gauge K.K.
16. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
17. Fabric will be hung on the inside of the field.
2. 26 FOOT BACKSTOP SPECIFICATIONS
1. Backstops will be 80ft. in length per field.
2. Backstops will be 26ft. in height per field.
3. 9 posts per backstop on 10ft. centers.
4. 4” O.D. schedule 40 galvanized posts in 24” diameter holes.
5. Posts will be set 60” deep in 3000psi. concrete.
6. See attachment ”B” for concrete grade detail.
7. 2 3/8” O.D. schedule 40 galvanized rails.
8. 7 rails per backstop. See attachment “E” for placement dimensions.
9. All posts will be capped.
10. Pressed steel fittings.
11. Rails must be coped and welded.
12. All welds must be continuous and of equal strength of pipe.
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13. All welds must be cleaned and coated with grey galvanized spray and a silver spray to
match rails.
14. Bottom 10 ft. of fabric will be 6 gauge K.K.
15. Top 16 ft. of fabric will be two 8 ft. sections of 9 gauge K.K.
16. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
17. Fabric will be hung on the inside of the field.
3. SECTION BETWEEN BACKSTOP AND DUGOUT SPECIFICATIONS:
1. FIRST BASE LINE; 40 ft. in length to beginning of dugout.
2. THIRD BASE LINE; 40 ft. in length to beginning of dugout
3. Section will be 10 ft. in height.
4. 2 3/8” O.D. schedule 40 galvanized line posts in 9” diameter holes.
5. 2 7/8” O.D. schedule 40 galvanized posts for corner in 9” diameter holes.
6. Posts will be set 36” deep in 3000 psi concrete on 10 ft. centers.
7. See attachment “B” for concrete grade detail.
8. 1 5/8” O.D. schedule 40 galvanized rails on top, middle, and bottom.
9. Bottom and middle rail must be coped and welded.
10. See attachment “ D “ for rail placement.
11. All welds must be continuous and of equal strength of pipe.
12. All welds must be cleaned and coated with silver galvanized spray.
13. Pressed steel fittings.
14. Fabric will be 6 gauge K.K.
15. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
16. Fabric will be hung on the inside of the field.
4. DUGOUT SPECIFICATIONS:
1. Dugouts will be 22 ft. in length with 4 ft. opening at end of dugout.
2. Dugouts will be 8 ft. in width
3. Field side of dugout section will be 8 ft. in height.
4. Sides and back of dugout will be 6 ft in height.
5. Dugout will have a 4 X 6 ft. gate. See detail “F” for details.
6. 2 3/8” O.D. schedule 40 galvanized line posts in 9” diameter holes.
7. 2 7/8” O.D. schedule 40 galvanized corner and gate opening posts in 9” diameter
holes. Note: Gate opening post will be 8’ high so that wind screens can be attached.
8. Posts will be set 36” deep in 3000 psi concrete on 10 ft. centers.
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9. See attachment “B” for concrete grade detail.
10. 1 5/8” O.D. schedule 40 galvanized rails on top and bottom. The field side of dugout
will also have a middle rail.
11. Bottom and middle rails be coped and welded.
12. All welds must be continuous and of equal strength of pipe.
13. All welds must be cleaned and coated with silver galvanized spray.
14. Pressed steel fittings.
15. Fabric will be 6 gauge K.K. on the field side and 9 gauge K.K. on the other three sides.
16. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
17. Fabric will be hung on the outside of the dugout.
5. SIDELINE SPECIFICATIONS:
FIRST AND THIRD BASELINE;
1. Fence will be 50 ft. in length.
2. Fabric will be 9 gauge K.K. with knuckles not extending above the rail.
3. Fence will be 5 ft. in height above existing grade.
4. 2 3/8” O.D. schedule 40 galvanized line posts in 9” diameter holes.
5. 2 7/8” O.D. schedule 40 galvanized corner posts in 9” diameter holes.
6. Posts will be set 36” deep in 3000 psi concrete on 10 ft. centers.
7. See detail “B” for concrete grade detail.
8. 1 5/8” O.D. schedule 40 galvanized top rail
9. Pressed steel fittings.
10. Fabric will be 9 gauge K.K.
11. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
12. Fabric will be hung on the inside of the field.
13. Fabric knuckles will not extend above rails.
14. The gap between the bottom of the fabric and the concrete mow strip will be no more
than 1 1/2”.
15. 7 gauge coil spring wire will be stretched between posts at ground level.
16. Fabric will be secured to coil spring with 9 gauge hog rings.
6. OUTFIELD:
1. Fence will be 520 ft. in length.
2. Fence will be 8 ft. height.
3. 2 3/8” O.D. schedule 40 galvanized line posts in 9” diameter holes.
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4. 2 7/8” O.D. schedule 40 galvanized corner posts in 9” diameter holes.
5. Posts will be set 36” deep in 3000 psi concrete on 10 ft. centers.
6. See attachment “B” for concrete grade detail.
7. 1 5/8” O.D. schedule 40 galvanized top rail.
8. New 4 ft wide by 8 ft high gate will be installed in center field with 2 7/8” O.D. corner
post to hang gate from.
9. 2 7/8” O.D. posts will be used for end posts.
10. Pressed steel fittings.
11. Fabric will be 9 gauge K.K.
12. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps every
12”.
13. Fabric will be hung on the inside of the field.
14. 7 gauge coil spring wire will be stretched between posts at ground level and 4’above
ground level.
15. Fabric will be secured to coil spring with 9 gauge hog rings.
7. GATES:
1. Fabric will be 9 gauge K.K. with knuckles not extending above the rail.
2. Rails will be 1 5/8” throughout.
3. All rails will be welded.
4. Paint all welds w/grey galvanized paint and silver spray to match rails.
5. Gates will be hung on 2 7/8” O.D. schedule 40 galvanized posts in 9” diameter holes.
6. Posts will be set 36” deep in 3000 psi concrete.
7. On 6 ft gates, use 3/8” truss rod w/tightener.
8. Latches will be fulcrum style latch as manufactured by DAC Industries or approved
equal.
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4FT SERVICE GATE
12FT SERVICE GATE
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5. FABRIC ONLY SPECIFICATIONS:
10’ 6 gauge with top, middle and bottom rails
1. Section will be 10 ft. in height.
2. Fabric will be 6 gauge K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
4. Fabric will be stretched as tight as possible without distorted fence fabric.
10’ 9 gauge with top, middle and bottom rails
1. Section will be 10 ft. in height.
2. Fabric will be 9 gauge K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
4. Fabric will be stretched as tight as possible without distorted fence fabric.
8’ 6 gauge with top, middle and bottom rails
1. Section will be 8 ft. in height.
2. Fabric will be 6 gauge K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
4. Fabric will be stretched as tight as possible without distorted fence fabric.
8’ 9 gauge with top rail only
1. Fence will be 8 ft. in height above existing grade.
2. Fabric will be 9 gauge K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
4. Fabric will be hung on the inside of the field.
5. The gap between the bottom of the fabric and the concrete mow strip will be no
more than 1 1/2”.
6. Two 7 gauge coil spring wire will be stretched between posts at ground level and 4’
above ground level.
7. Fabric will be secured to coil spring with 9 gauge hog rings.
8. Fabric will be stretched as tight as possible without distorted fence fabric.
6’ 9 gauge with top rail only
1. Fence will be 6 ft. in height above existing grade.
2. Fabric will be 9 gauge K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
4. Fabric will be hung on the inside of the field.
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5. Fabric knuckles will not extend above rails.
6. The gap between the bottom of the fabric and the concrete mow strip will be no
more than 1 1/2”.
7. 7 gauge coil spring wire will be stretched between posts at ground level.
8. Fabric will be secured to coil spring with 9 gauge hog rings.
9. Fabric will be stretched as tight as possible without distorted fence fabric.
5’ 9 gauge with top rail only
1. Fence will be 5 ft. in height above existing grade.
2. Fabric will be 9 gauge K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
4. Fabric will be hung on the inside of the field.
5. Fabric knuckles will not extend above rails.
6. The gap between the bottom of the fabric and the concrete mow strip will be no
more than 1 1/2”.
7. 7 gauge coil spring wire will be stretched between posts at ground level.
8. Fabric will be secured to coil spring with 9 gauge hog rings.
9. Fabric will be stretched as tight as possible without distorted fence fabric.
10’ tennis vinyl coated 2” 9 gauge core with overall finish of 6 gauge with top and
bottom rails
1. Section will be 10 ft. in height.
2. Fabric will be K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
4. Fabric will be stretched as tight as possible without distorted fence fabric.
10’ tennis vinyl coated 1 3/4” 9 gauge core with overall finish of 6 gauge with top and
bottom rails
1. Section will be 10 ft. in height.
2. Fabric will be K.K.
3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
4. Fabric will be stretched as tight as possible without distorted fence fabric.
10’ tennis vinyl coated 1 3/4” 9 gauge core with overall finish of 6 gauge with top and
bottom rails
1. Section will be 10 ft. in height.
2. Fabric will be K.K.
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3. Fabric will be attached to posts and rails with 12 1/2 gauge galvanized tie wraps
twisted twice every 12”.
4. Fabric will be stretched as tight as possible without distorted fence fabric.
SPECIFICATIONS FOR FIELD FENCING
1. FIELD FENCE
a. Posts will be 5” diameter and 8’ long.
b. Posts will be set a minimum of 36” with aggregate base below bottom of post.
c. Posts will be set in 12” holes with 3000 psi cement or direct pounded in.
d. Posts will be set on 8’ centers
e. Posts will be cedar or treated lumber approved by the city, i.e. ACQ.
f. Fabric will be 48” high galvanized 2” X 4” twisted joint (not welded) non climb horse
fence.
g. Staples will be 1 ½” long #9 galvanized.
h. Fabric will have a maximum gap of 3” from ground level.
2. BRACE SECTIONS
a. Posts will be on 8’ center with a 4 ½” minimum diameter mortise, 1” W/2 – 20D
spikes.
b. There will be 2 diagonal crossing brace wires consisting of 2 strands each of #12
galvanized wire twisted tight, all wires ends will go around post, be stapled to post
and wrapped around itself a minimum of 2 times.
c. Maximum length of fence without corner section, end section or brace section will be
1,000 ft.
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SPECIFICATIONS FOR 6’ CEDAR FENCE
CEDAR FENCE
1. Posts will be 4” X 4” x 8’ Stb cedar full cut.
2. Rails will be 2” x 4” x 8’ Stb cedar full cut.
3. Posts will be set a minimum of 24” with aggregate base below bottom of post.
4. Posts will be set in 10” holes with 3000 psi cement.
5. Posts will be set on 8’ centers
6. Pickets will be 1” x 4” x 6’ or 1” x 6” x 6’ #1 Premium Select (2 face) cedar.
7. Pickets will be attached with 6-d galvanized nails.
8. Rails will be attached with 16-d galvanized nails.
9. There will be three 2” x 6” cedar rails.
10. Fence will have a maximum gap of 3” from ground level.
11. Where fence is adjacent to sidewalks, fence will be set back 2 feet from the sidewalk.
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SPECIFICATIONS FOR SINGLE RAIL FENCE
SINGLE RAIL FENCE
1. Posts will be 5” diameter 6’ long treated lumber approved by the city, i.e. ACQ with
smooth rounded tops.
2. Posts will be set a minimum of 30” with aggragate base below bottom of post.
3. Posts will be set direct pounded in or set in 3000 psi concrete in 10” holes.
4. Posts will be set on 8’ centers
5. Rail will be 4” diameter 10’ long untreated lumber.
6. Rails will be attached with 5” lag screws, hot dipped galvanized or stainless steel.
7. The rails will extend 12” past the post.
8. The top of the top rail will be 3’-3” from ground level
9. The bottom of the bottom rail will be 2’-7” from ground level.
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SPECIFICATIONS FOR WESTERN 2-RAIL OR 3-RAIL FENCE
WESTERN RAIL FENCE
1. Posts will be 6” diameter treated lumber approved by the city, i.e. ACQ with smooth
rounded tops and 5’ long for 2-rail and 6 1/2’ long for 3-rail.
2. Posts will have 2 9/16” diameter round holes bored through post for the rails with the
first hole 6” from the top and then 15” on center for remaining rails.
3. Tenon ends are 2 ½” diameter and 2 ½” long not including the 60 degree shoulder.
4. Posts will be set a minimum of 24” with aggragate base below bottom of post.
5. Posts will be set in holes 2 times the post diameter with 3000 psi cement.
6. Posts will be set on 8’ centers
7. Rails will be 4” diameter, round ends beveled.
8. There will be two or three rails.
9. Where fence is adjacent to sidewalks, fence will be set back 2 feet from the sidewalk.
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SPECIFICATIONS FOR PVC FENCE
1. PVC FENCE
1. PVC fence shall be Bufftech Post & Rail system or equivalent.
2. Posts will be 5” x 5” diameter white PVC with caps.
3. Posts will be set a minimum of 24” with aggragate base below bottom of post.
4. Posts will be set in holes 2X the diameter of the post with 3000 psi concrete and
surface pitched so it will drain.
5. Posts will be set on 8’ centers
6. Rails will be 1 1/2” X 5 1/2” white ribbed PVC.
7. There will be 3 rails.
2. PVC FENCE WITH WIRE FABRIC
1. PVC fence shall be Bufftech Post & Rail system or equivalent.
2. Posts will be 5” x 5” diameter white PVC with caps.
3. Posts will be set a minimum of 24” with aggragate base below bottom of post.
4. Posts will be set in holes 2X the diameter of the post with 3000 psi concrete and
surface pitched so it will drain.
5. Posts will be set on 8’ centers
6. Rails will be 1 1/2” X 5 1/2” white ribbed PVC.
7. There will be 3 rails.
8. There will be 2” X 4” welded wire fabric attached to the inside (lot) side of the fence.
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SPECIFICATIONS FOR WIRE FENCE
WIRE FENCE
1. Posts will be 7’ metal t-posts #133 with the top of post 54” from ground.
2. Posts will be set a minimum of 30” into undisturbed soil.
3. Posts will be set on 16’ centers.
4. There will be four strands of 12 ½ gauge twisted barbless cable with two galvanized
metal stays placed equally between posts.
5. Top wire will be 48” from ground.
6. Bracing will be provided every 80 rods or 1,320 ft and at corners.
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SPECIFICATIONS FOR METAL STOCK GATES
1. LIGHT DUTY GATES
a. Gates will be made of 1 5/8” diameter 18 gauge round steel.
b. They will be six rail gates with a height of 50”.
c. Posts will be set a minimum of 36” into undisturbed soil surrounded by 3” of 3000 psi
concrete.
d. Posts will be 8” diameter steel or 8” treated lumber approved by the city, i.e. ACQ.
e. They will have zinc plated hinges, 5/8” x 12” zinc plated bolt hooks and chain latch.
f. Gates are finished with powder coated paint.
2. HEAVY DUTY GATES
a. Gates will be made of 2” diameter round steel with 16 gauge frame and 18 gauge
filler tubes.
b. They will be six rail gates with a height of 50”.
c. Posts will be set a minimum of 36” into undisturbed soil surrounded by 3” of 3000 psi
concrete.
d. Posts will be 8” diameter steel or 8” treated lumber approved by the city, i.e. ACQ.
e. They will have zinc plated hinges, 3/4” x 12” zinc plated bolt hooks and chain latch.
f. Gates are finished with powder coated paint.
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SPECIFICATIONS FOR CANTILEVER GATE SYSTEMS
CANTILEVER GATES
1. Gates will be made of galvanized steel, top and bottom rails will be 2 ¾” and the
vertical and horizontal rails will be 2”.
2. The gate length will be 1 ½ X the span of the gate opening.
3. The width of the gate opening will be covered with 9 gauge galvanized chain link
fence fabric.
4. Half the width of the gate opening will be just frame and no fence fabric.
5. 4” diameter posts will be set a minimum of 48” into undisturbed soil in 18” holes with
3000 psi concrete.
6. Gate rollers will be high density nylon rollers with sealed bearings, Guidance System
Tru Trac Rollers or approved equal.
OPERATOR
1. Operator shall be a Chamberland Model SL 595 “Slide”.
2. Operator shall have a 1 or 1.5 HP motor as specified.
3. It will include the necessary safety loops.
4. It will include one free exit loop.
5. Electric will be done by others.
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SPECIFICATIONS FOR SWINGING POWERED GATE
SWINGING GATES
a. Gates will be medium to heavy duty cattle or stock gates.
b. The gate length will vary up to 14 feet per panel and weigh no more that 400 lbs.
c. 4” diameter schedule 40 galvanized posts or ¼” walled 4” square tube, primed and
painted, will be set a minimum of 48” into undisturbed soil in 18” holes with 3000 psi
concrete.
OPERATOR
a. Operator shall be an Apollo Model 1550ETL Single Swing or Model 1650ETL Dual
Swing Gate Operator
b. It will include the necessary safety features
c. It will include one free exit loop.
d. If electric, electrical connections will be done by others.
e. If battery powered, it shall have a solar panel and automatic sequencing charger system.
Solar panel shall be installed outside of the vertical plane of the entrance, so as not to be
damaged by high profile vehicles entering through the gate.
f. If required, system shall use Multi-Code keyless entry pad, Multi-Code Model 1099 radio
control, Grasslin FM/1 digi 42 electronic time switch, Fire Strobe Opticon system, and/or
Access Control SOS II Public Safety Access system.
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EXHIBIT C
COMPENSATION
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EXHIBIT D
INSURANCE REQUIREMENTS
1. The Service Provider will provide, from insurance companies acceptable to the City, the
insurance coverage designated hereinafter and pay all costs. Before commencing work
under this bid, the Service Provider shall furnish the City with certificates of insurance
showing the type, amount, class of operations covered, effective dates and date of
expiration of policies, and containing substantially the following statement:
"The insurance evidenced by this Certificate will not be cancelled or materially
altered, except after ten (10) days written notice has been received by the City of Fort
Collins."
In case of the breach of any provision of the Insurance Requirements, the City, at its
option, may take out and maintain, at the expense of the Service Provider, such
insurance as the City may deem proper and may deduct the cost of such insurance from
any monies which may be due or become due the Service Provider under this
Agreement. The City, its officers, agents and employees shall be named as additional
insureds on the Service Provider's general liability and automobile liability insurance
policies for any claims arising out of work performed under this Agreement.
2. Insurance coverages shall be as follows:
A. Workers' Compensation & Employer's Liability. The Service Provider shall
maintain during the life of this Agreement for all of the Service Provider's
employees engaged in work performed under this agreement:
1. Workers' Compensation insurance with statutory limits as required by
Colorado law.
2. Employer's Liability insurance with limits of $100,000 per accident,
$500,000 disease aggregate, and $100,000 disease each employee.
B. Commercial General & Vehicle Liability. The Service Provider shall maintain
during the life of this Agreement such commercial general liability and automobile
liability insurance as will provide coverage for damage claims of personal injury,
including accidental death, as well as for claims for property damage, which may
arise directly or indirectly from the performance of work under this Agreement.
Coverage for property damage shall be on a "broad form" basis. The amount of
insurance for each coverage, Commercial General and Vehicle, shall not be less
than $500,000 combined single limits for bodily injury and property damage.
In the event any work is performed by a subcontractor, the Service Provider shall
be responsible for any liability directly or indirectly arising out of the work
performed under this Agreement by a subcontractor, which liability is not covered
by the subcontractor's insurance.
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EXHIBIT E
CONFIDENTIALITY
IN CONNECTION WITH SERVICES provided to the City of Fort Collins (the “City”) pursuant to
this Agreement (the “Agreement”), the Professional hereby acknowledges that it has been
informed that the City has established policies and procedures with regard to the handling of
confidential information and other sensitive materials.
In consideration of access to certain information, data and material (hereinafter individually and
collectively, regardless of nature, referred to as “information”) that are the property of and/or
relate to the City or its employees, customers or suppliers, which access is related to the
performance of services that the Professional has agreed to perform, the Professional hereby
acknowledges and agrees as follows:
That information that has or will come into its possession or knowledge in connection with the
performance of services for the City may be confidential and/or proprietary. The Professional
agrees to treat as confidential (a) all information that is owned by the City, or that relates to the
business of the City, or that is used by the City in carrying on business, and (b) all information
that is proprietary to a third party (including but not limited to customers and suppliers of the
City). The Professional shall not disclose any such information to any person not having a
legitimate need-to-know for purposes authorized by the City. Further, the Professional shall not
use such information to obtain any economic or other benefit for itself, or any third party, except
as specifically authorized by the City.
The foregoing to the contrary notwithstanding, the Professional understands that it shall have no
obligation under this Agreement with respect to information and material that (a) becomes
generally known to the public by publication or some means other than a breach of duty of this
Agreement, or (b) is required by law, regulation or court order to be disclosed, provided that the
request for such disclosure is proper and the disclosure does not exceed that which is required.
In the event of any disclosure under (b) above, the Professional shall furnish a copy of this
Agreement to anyone to whom it is required to make such disclosure and shall promptly advise
the City in writing of each such disclosure.
In the event that the Professional ceases to perform services for the City, or the City so requests
for any reason, the Professional shall promptly return to the City any and all information
described hereinabove, including all copies, notes and/or summaries (handwritten or
mechanically produced) thereof, in its possession or control or as to which it otherwise has
access.
The Professional understands and agrees that the City’s remedies at law for a breach of the
Professional’s obligations under this Confidentiality Agreement may be inadequate and that the
City shall, in the event of any such breach, be entitled to seek equitable relief (including without
limitation preliminary and permanent injunctive relief and specific performance) in addition to all
other remedies provided hereunder or available at law.
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