HomeMy WebLinkAbout340645 ARMADILLO FENCING CORP - CONTRACT - BID - 6039 FENCING CONTRACT ANNUALSERVICES 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 Armadillo Fencing Corporation hereinafter referred to as "Service Provider".
W ITNESSETH:
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
Bid 6039 Fencing Contract Annual, Scope of Services attached hereto as Exhibit "A"
consisting of Thirty One (31) pages and incorporated herein by this reference. 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 "B", 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. No work order shall exceed $50,000.
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.
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
STD WO SA WO 2006 1
amount of $200.00 per day may be retained from any monies due the Contractor, or
the City may retain an additional contractor(s) to complete the work, or portion
thereof, and retain any costs incurred above and beyond the bid prices of the
Contractor from any monies due the Contractor in lieu of liquidated damages.
3. 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.
4. 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.
5. Method of Award:
A Award will be based upon (1) the most favorable total cost for the various line items
stated below in the Bid Schedule and (2) the service provider meeting the
requirements of the attached Services Agreement.
B. Calculate the costs for the work per specification listed below using values shown in
Bid Schedule.. Work to be done during normal work hours.
SPECIFICATIONS FOR BALLFIELD FENCE
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 11 gauge galvanized tie wraps every
12".
17. Fabric will be hung on the inside of the Feld.
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 1Oft. 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.
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 11 gauge galvanized tie wraps every
12".
17. Fabric will be hung on the inside of the field.
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 11 gauge galvanized tie wraps every
12".
16. Fabric will be hung on the inside of the field.
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.
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 11 gauge galvanized tie wraps every
12".
17. Fabric will be hung on the outside of the dugout.
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 11 gauge galvanized tie wraps 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.
Gates
1. Fabric will be 9 gauge K.K. with knuckles not extending above the rail.
2. Rails will be 1 518" 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.
26' Backstops
269
9 gauge
—18"
9 gauge
—10"
.,6 gauge
- 5'
2'
Area. between backstop & dugout Backstop
Note: Rail 1 is 2"
above ground level
201 Backstops
20'
gauge
10'
gauge
5'
2'
t t
Area between backstop & dugout Backstop
Note: Rail 1 is 2"
above ground level
4 FT GATE
4 it .1
T 1.._
sin
adea
In
12 FT SERVICE GATE
9 In
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 11 gauge galvanized tie wraps 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 11 gauge galvanized tie wraps 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 9 gauge K.K.
3. Fabric will be attached to posts and rails with 11 gauge galvanized tie wraps 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 11 gauge galvanized tie wraps 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 11 gauge galvanized tie wraps 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.
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 11 gauge galvanized tie wraps 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 11 gauge galvanized tie wraps 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 11 gauge galvanized tie wraps 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 11 gauge galvanized tie wraps every 12".
4. Fabric will be stretched as tight as possible without distorted fence fabric.
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 April 1, 2007 and shall
continue in full force and effect until March 31, 2008, 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 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
STD WO SA WO 2006 2
SPECIFICATIONS FOR FIELD FENCING
FIELD FENCE
1. Posts will be 5" diameter and 8' long.
2. Posts will be set a minimum of 36" with aggregate base below bottom of post.
3. Posts will be set in 12" holes with 3000 psi cement or direct pounded in.
4. Posts will be set on 8' centers
5. Posts will be cedar or treated lumber approved by the city, i.e. ACQ.
6. Fabric will be 48" high galvanized 2" X 4" twisted joint (not welded) non climb horse
fence.
7. Staples will be 1 'W long #9 galvanized.
8. Fabric will have a maximum gap of 3" from ground level..
BRACE SECTIONS
1. Posts will be on 8' center with a 4'W minimum diameter mortise, 1" W/2 — 20D spikes.
2. 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.
3. Maximum length of fence without corner section, end section or brace section will be
1,000 ft.
4 1
3' MIN.
8'-0"
5" DIA. PRESSURE TREATED
WOOD POST, ROUND -
UNDISTURBED
EARTH
COMPACTED SUBGRADE
CONCRETE
AGGREGATE BASE
48" HIGH, GALVANIZED, 2" x 4" TWISTED
JOINTS (NOT WELDED) NON -CLIMB HORSE
FENCE, STAPLES: 14" LONG, #9 GA. GALV.
48" NOTE: ALL LUMBER TO BE CEDAR
OR TREATED WOOD WITH
PRODUCT APPROVED BY
THE CITY I.E. ACQ.
3" MAX.
3"
r--
3' MIN. f
-8'-0'
4 1 /2" MIN. DIA, MORTISE
I.
W/2-20D SPIKES
UNDISTURBED
EARTH
SUBGRADE
AGGREGATE BASE
48" HIGH, GALVANIZED, 2" x 4" TWISTED
JOINTS (NOT WELDED) NON -CLIMB HORSE
FENCE, STAPLES: 14" LONG, #9 GA. GALV.
2 STRANDS #12 1/2 GA. GALV. WIRE, TWISTED
TIGHT. ALL WIRE ENDS SHALL 00 AROUND
POST, BE STAPLED TO THE POST, AND WRAP
AROUND ITSELF A MIN. OF 2 TIMES.
NOTE: ALL LUMBER TO BE CEDAR
OR TREATED WOOD WITH
PRODUCT APPROVED BY
THE CITY I.E. ACQ.
NOTE: MAXIMUM LENGTH OF FENCE WITHOUT A CORNER SECTION, END
SECTION, GATE SECTION OR BRACE SECTION SHALL BE 1,000 FT.
NOTE: WHERE FENCE IS PROPOSED ADJACENT TO SIDEWALK, FENCE MUST
OFFSET 2' FROM BACK OF WALK. INSTALL 3" GRAVEL MULCH
OVER WEED BARRIER BETWEEN FENCE AND WALK.
5"
INSTALL
MULCH 0'
BETWEEN
SIDEWALK
CONCRETE
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.
6 FT CEDAR FENCE
CONCRETE
1
IAM
T2••
PO
9OARi
(SIDE VIEW)
�+--- e it MAX.
. a.w nn�ww no I aadar twd fans ....u..w.....
3000 osl
IX4 POST sth Cedar L— 294 SOARO atb cedar -C— 4X4 POST
(PLAN VIEW)
k
10 in
(ELEVATION VIEW)
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.
12' OVERLAP FROM
CENTER
SMOOTH ROUNDED POST
TOP
ATTACH RAIL TO POST
WITH 5" LAC SCREW
4" ROUND RAIL X t C'
E (UNTREATED)
3'-Y
2`-7 ROUND POST
(TREATED - ACO)
EMBED POSTS 2'-C" MIN
INTO COMPACTED
SUBGRADE OR SET IN
CONCRETE
COMPACTED SUBGRADE
NOTE.
Y. ATTACH RAILING TOWARDS PARKING,
SINCE RAIL. FENCE
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 %" diameter and 2'/2" 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.
NO El.: *"WHERE: FENCE IS PROPOSED ADJACENT a PUBLIC" SsDEWA(.F,
F ENCE MUST BE OFFSET 21 FROM WALK
*1ST RAIL WILL. BE 6" FROM I'OP AND SECOND RAIL. WILL BE 1 D" UN CENTER,
6" DIA. APf-; ROVE L) MREATED
/ WOOF) POST, ROUND
--2 9/16" DIA. ROUND HOLE
BORED THROUGH POST
HF"IGFi 1 4" DIAL. WOOD RAILS,
VARIES ROUND ENDS BEVELED
SEE PITCHED
PLAN SURFACE— �
1 TO DRAIN \ ! t J
`-UNDISTURBED EARTH
` {aC:MHACTED SjBGRADE
ACGRECVJF F�j�Sl`
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:
City
Service Provider
City of Fort Collins Armadillo Fencing Corporation
Attn: Purchasing Accounting Office
PO Box 580 5795 Ideal Drive
Fort Collins, CO 80522 Erie, CO 80516
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, with
markups, stated within the Bid Schedule Proposal Form, attached hereto as Exhibit "C",
consisting of two (2) 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
STD WO SA WO 2006 3
SPECIFICATIONS FOR PVC FENCE
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 aggregate 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.
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.
L
NOTE: WHERE FENCE IS PROPOSED ADJACENT TO PUBLIC SIDEWALK,
FENCE MUST BE OFFSET 2' FROM WALK
-5" x 5" WHITE PVC POST
/-1 1 /2" X 5 1 /2" WHITE PVC RAIL RI
HEIGHT
VARIES
SEE
PLAN
PITCVD SURFACE
TO AIN
//\\ EARTHTURBED
2'
• COMPACTED SUBGRADE, DIA. = 2X
i. CONCRETE
AGGREGATE BASE
TYP.
NOTE: WELDED WIRE TO BE ATTACHED TO INSIDE SURFACE (LOT SIDE)
OF RAIL FENCE.
PITCHED -
SURFACE
TO DRAIN
N
5" x 5" PVC POST /---2" x 4" WELDED WIRE
1 1 /2" X 5 1 /2"" PVC/RAIL RIBBED, TYP.
UNDISTURBED
EARTH
�_ = COMPACTED SUBGRADE
CONCRETE
AGGREGATE BASE
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'/2 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 80' on center and at corners.
T-PngTC, 1 R' OAi (`FNTP-P
4
M
NOTE:
PROVIDE BRACING 80" O.C.
AND AT FENCE CORNERS
ETAL T- POSTS
MISTED BARBLESS CABLE
SPECIFICATIONS FOR METAL STOCK GATES
LIGHT DUTY GATES
1. Gates will be made of 1 5/8" diameter 18 gauge round steel.
2. They will be six rail gates with a height of 50".
3. Posts will be set a minimum of 36" into undisturbed soil surrounded by 3" of 3000 psi
concrete.
4. Posts will be 8" diameter steel or 8" treated lumber approved by the city, i.e. ACQ.
5. They will have zinc plated hinges, 5/8" x 12" zinc plated bolt hooks and chain latch.
6. Gates are finished with powder coated paint.
HEAVY DUTY GATES
1. Gates will be made of 2" diameter round steel with 16 gauge frame and 18 gauge filler
tubes.
2. They will be six rail gates with a height of 50".
3. Posts will be set a minimum of 36" into undisturbed soil surrounded by 3" of 3000 psi
concrete.
4. Posts will be 8" diameter steel or 8" treated lumber approved by the city, i.e. ACQ.
5. They will have zinc plated hinges, 3/4" x 12" zinc plated bolt hooks and chain latch.
6. Gates are finished with powder coated paint.
U
CONCRETE, 3" DIA. AROUND POST HY i!I�
N 1 r
COMPACTED SUBGRADE-"
SPECIFICATIONS FOR CANTILEVER GATE SYSTEMS
CANTILEVER GATES
1. Gates will be made of galvanized steel, top and bottom rails will be 2 W and the vertical
and horizontal rails will be 2".
2. The gate length will be 1 'Y 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 Sentex Model SL 590 "Slide".
2. Operator shall have a 1 'h HP motor.
3. It will include the necessary safety loops.
4. It will include one free exit loop.
5. Electric will be done by others.
Cantilever Gates Top and bottom rafts will be 2 3/4' galy.
Posts will be 4' galy. set In 19' holes 4' deep
Rollers wilt be Guidance Systems Tru Trac Roller or approved equal
SPECIFICATIONS FOR SWINGING POWERED GATE
SWINGING GATES
1. Gates will be medium to heavy duty cattle or stock gates.
2. The gate length will vary up to 14 feet per panel and weigh no more that 400 lbs.
3. 4" diameter schedule 40 galvanized posts or Y<" 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
1. Operator shall be an Apollo Model 1550ETL Single Swing or Model 1650ETL Dual
Swing Gate Operator
2. It will include the necessary safety features
3. It will include one free exit loop.
4. If electric, electrical connections will be done by others.
5. 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.
6. 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.
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. 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.
12. 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.
13. 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.
STD WO SA WO 2006 4
EXHIBIT "B"
WORK ORDER FORM
PURSUANT TO AN AGREEMENT BETWEEN
THE CITY OF FORT COLLINS
AND
Armadillo Fencing Corporation
DATED: April 1, 2007
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.
Professional
User Acceptance
The attached forms consisting of _ (_)
pages are hereby accepted and
incorporated herein, by this reference, and
Notice to Proceed is hereby given.
City of Fort Collins
By:
Date:
By:
by: Director of Purchasing and Risk
Management (over $30,000.00)
Date: Date:
EXHIBIT C
BID FORM
Bid 5039 FENCING CONTWT ANNUAL.
112 OPINNO; MARCH 14, zoal7. 3:OORM. lour clock)
antal Cost
. dG,
1
0' t elevation drawln linear toot
60
13. dS '
2
2 ' elevation drawing)
tnear toot
80
3
i0 8 gM galvignizvoldchain 1 nk fence
u r
100
, O�
4
IV 6 glM vanized chain link fence
Nnear taut
80
f�.
3
asyge g!L1y&nLmW ftln link fence
unau 1w
100
2.
0
6
a, a gge agggM QtSin I
t'
100
. gg
d+'�
7
6' 1 am ftin link
too
J-24
JS2.04
8
$' Arun fence
ltnstir cot
100
, d
�. 6,3.0
9
10
11
4' w X 8' h gate (Include hinge, latch past &
rely fig) a
4' w X V h gate (Include hinge, latch past &
r fill
4' w X 5? h gate (include hinge, latch post &
related 8)
ee
h
each
4
4
3 3 3. SSII
/. S_
{
_30 a
f�...:•.
12
IT w X 5' h Service gate (include hinge, latch
flttin s)
e h
4
.S"% . 6 3
2 0 5.
14
10' emmiaWmIzed (fabric only)
lipm lom
100
I
.t. 40
53
1 razed f r)c n
Bne
i00
S�_Od
16
' emm OWWd. Wabric, ftl
Nn ar tout
1 100
1040. +a 0
16
V OgM galvanized (fabric only)
lirtear fool
100
. CPO.
17
V 8 gpM gaiygnked falftonl
iineartoct
100
• Oa
18
6' 8 amige galvanized
.
d O
19
Mang eievated fabric (tipper portions ci
Mau foot
80
Z O.
! 4`7 A -2 0
20
RwwM and dW=W of old fence
linearlml
1000
.
�k
21
10+yW cftted 2Z 9 gauge oore whweraU finish
of a gme
linear foot
100
11,41t
_
l pC�
22
10' vinyl coated 1 3/4" 9 gauge tore w/overall
finish 210 gme
linear toot
100
,� 'T, 00;
23
10' g 8 13/4" anized
lineartoot
100
p,o
d�4 .4C
24
Field fjjM
kww foot
100
D. Cr
/ dd Z ,.0?
25
8' ceftr fence
linear toot
f 00
_. _. _...... .........
ors
26
3 ll feage,
gear foot
100
.
, dp%o
27
28
Wee 2•rall fence
W •r II flnce,
flneartoot
linear t
100
100.Gil�i
704740
0V
29
PVC f 1
t
100
, OG
30
PVC 10M 3-WI with fabric
linear foot
100
31
W t9nop with t-eq9ts
linear tact
100
:. A'/
7,Z 0' 404
rev 09/01/06
34
Since miscellaneous materials and hourly charge will be a minor factors with this contract inmost cases,
they will not be calculated In bid method of award, but contractor must honor both markup rate and hourly
charge.
FIRM NAME-#ANA
Are you
ZLI
SIGNATURE TT gZ
r
or
ADDRESS ..' +. ,S; ,sc//l'✓)17'i%/lv dlrp,
rev 09/01 /06
35
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:
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.
rev 09/01/06
36
rev 09101/06
37
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 Provider in a manner and at a
time acceptable to City.
14. 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.
15. 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.
16. 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.
STD WO SA WO 2006 5
17. 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.
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.
18. 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.
19. 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.
STD WO SA WO 2006 1
20. Prohibition Against Employing Illegal Aliens. This paragraph shall apply to all
Contractors whose performance of work under this Agreement does not involve the delivery of a
specific end product other than reports that are merely incidental to the performance of said
work. Pursuant to Section 8-17.5-101, C.R.S., et. seq., Contractor represents and agrees that:
A. As of the date of this Agreement:
1. Contractor does not knowingly employ or contract with an illegal alien; and
2. Contractor has participated or attempted to participate in the basic pilot
employment verification 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 'Basic Pilot Program") in order to verify that
Contractor does not employ any illegal aliens.
B. Contractor shall not knowingly employ or contract with an illegal alien to
perform works under this Agreement or enter into a contract with a
subcontractor that fails to certify to Contractor that the subcontractor shall not
knowingly employ or contract with an illegal alien to perform work under this
Agreement.
C. Contractor shall continue to apply to participate in the Basic Pilot Program and
shall in writing verify same every three (3) calendar months thereafter, until
Contractor is accepted or the public contract for services has been completed,
whichever is earlier. The requirements of this section shall not be required or
effective if the Basic Pilot Program is discontinued.
D. Contractor is prohibited from using Basic Pilot Program procedures to
undertake pre -employment screening of job applicants while this Agreement is
being performed.
E. If Contractor obtains actual knowledge that a subcontractor performing work
under this Agreement knowingly employs or contracts with an illegal alien,
Contractor shall:
1. Notify such subcontractor and the City within three days that Contractor
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
Contractor shall not terminate the contract with the subcontractor if during
STD WO SA WO 2006 2
such three days the subcontractor provides information to establish that
the subcontractor has not knowingly employed or contracted with an illegal
alien.
F. Contractor shall comply with any reasonable request by the Colorado
Department of Labor and Employment (the "Department") made in the course
of an investigation that the Department undertakes or is undertaking pursuant
to the authority established in Subsection 8-17.5-102 (5), C.R.S.
G. If Contractor 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, Contractor shall be liable for
actual and consequential damages to the City arising out of Contractor's
violation of Subsection 8-17.5-102, C.R.S.
H. The City will notify the Office of the Secretary of State if Contractor violates
this provision of this Agreement and the City terminates the Agreement for
such breach.
CITY OF FORT COLLINS, COLORADO
a municipal corporation
By: vbo
qJa es B. O'Neill Il, CPPODirPurchasing and Risk Management
Date:
Armadillo Fencing Corporation
By: 9-•/s�-'��
/ir74r.y.V1
Print Name
Title7f—
Corporate President or Vice President
Date: �7
ATTEST
Corporat Secretary
STD WO SA WO 2006
3
(Corporate Seal)
EXHIBIT A
Bid 6039 FENCING CONTRACT ANNUAL
BID OPENING: MARCH 7, 2007, 3:OOP.M. (our clock)
WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS' REQUIREMENTS FOR
FENCING - Annual Bid PER THE BID INVITATION AND ANY REFERENCED
SPECIFICATIONS:
The City of Fort Collins is requesting bids for a Service Provider to perform various fencing
services. Some of these would be chain link fencing including backstops and various height
fences and gates, western rail, plastic coated chain link, field fence, PVC fence and others.
Needed services during the contract period will be requested through issuance of work orders.
There is no guaranteed minimum amount of services to be ordered. No work order exceeding
$50,000 will be issued. The City reserves the right to supply any or all materials.
Awarded contractor must enter into the attached service agreement (for your review) and
provide the required insurance (Exhibit B). This agreement is effective for one year from the
date on the service agreement. 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. Pricing changes
shall be negotiated by and agreed to by both parties and may not exceed the Denver - Boulder
CPI-U as published by the Colorado State Planning and Budget Office. Written notice of
renewal shall be provided to the Service Provider and mailed no later than ninety (90) days prior
to contract end.
1. Service Provider to:
A. Provide services as described above, as set out in specific work orders.
B. Carry insurance levels as required in the attached Services Agreement.
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.
2. Qualifications of Bidder:
A. Qualified bidder must have minimum of five years as a fencing contractor.
B. Qualified bidder will supply with bid, 3 references specific to backstop and ballfield
fencing installation. Bidder to supply other references upon request. References
must include contact name, date when work was completed and type of work.
C. Qualified bidder shall have sufficient manpower and equipment to accomplish said
work in the required time. This includes the ability to bore necessary holes through
frost.
D. The Owner may make such investigation as it deems necessary to determine the
ability of the bidder to perform the work and the bidder shall furnish to the Owner all
such information and data as is reasonably required for this purpose. The Owner
reserves the right to disqualify any bid if the evidence resulting from the Owners
investigation shows, in the opinion of the Owner, that the bidder is not properly
qualified to prosecute the work described herein.
E. Failure to meet the agreed upon milestones, mobilize to an area within 10 days, or
fully complete the work specified date in the Work Order shall result in damages
assessed against the Contractor. At the City's option, liquidated damages in the