HomeMy WebLinkAbout459545 HOMELAND FENCE & SECURITY (LESONDAK CONSTR) - CONTRACT - BID - 7018 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 Homeland Fence and Security 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
7018 Fencing Contract Annual, Scope of Services attached hereto as Exhibit "A" consisting of thirty
two (32) 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 $75,000.00. 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 services
assigned and the Service Provider agrees to perform such changed services.
STD WO SA WO rev07/08 1
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
balifield 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 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 the lowest responsive, responsible Grand total cost for
the various line items stated below in the Bid Schedule and the service provider
meeting the requirements of the attached Services Agreement.
B. Calculate the costs forthe work per specification listed below using values shown in
Bid Schedule. Work to be done during normal work hours.
SPECIFICATIONS FOR BALLFIELD FENCE
1. 20FOOT 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 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 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 comer 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.
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 comer 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.
,4. 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. 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.
26' Backstops
26'
9 gauge
_ 1W
9 gauge
_.._ i 0'
,6 gauge
— 5'
2'
a
Area between backstop & dugout Backstop
Nate: Rail 1 is 2"
above ground level
20' Backstops
t
Area between backstop & dugout
20'
gauge
10,
gauge
5'
2'
t
Backstop
Note: Rail 1 is 2"
above ground level
4 FT GATE
4 1t �-p�
arias
in
12 FTSERVICE GATE
1211
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 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' 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 12 112 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.
5' 9 gauge with top rail only
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 15 , 2009 and shall
continue in full force and effect until April 14, 2010, 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 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:
STD WO SA WO rev07/08 2
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.
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 W long #9 galvanized.
h. Fabric will have a maximum gap of 3" from ground level.
2. BRACE SECTIONS
i. Posts will be on 8' center with a 4 W minimum diameter mortise, 1" W/2 — 20D
spikes.
j. 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.
k. Maximum length of fence without corner section, end section or brace section will be
1,000 ft.
F'
3'
HIGH, .GALVANIZED, 2" x 4" TWISTED
NTS (NOT WELDED) NON-CLIMB.HORSE
ICE, STAPLES: 7i" LONG, #9 GA. GALV.
NOTE: ALL LUMBER TO BE CEDAR
OR TREATED WOOD WITH
PRODUCT APPROVED BY
THE CITY I.E. ACO.
3" MAX.
48"
3" MAX.
1.
3, MIN.
4 1/2" MIN. DIA, MORTISE
I.
W/2-20D SPIKES
UNDISTURBED
EARTH
SUBGRADE
BASE
48" HIGH, GALVANIZED, 2" x 4" TWISTED:
JOINTS (NOT WELDED) NON -CLIMB HORSE
FENCE. STAPLE$:: A" LONG, /9 GA. GALV.
2 STRANDS #12 1/2 GA. GALV. WIRE, TWISTED
TIGHT. ALL WIRE ENDS SHALL GO 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.
a
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" ROUND POST 8' O.C.
INSTALL 3" GRAVEL
MULCH OVER WEED BARRIER 2>
BETWEEN FENCE AND WALK
SIDEWALKS I V I Y !!l �- CONCRETE
SPECIFICATIONS FOR 6' CE®AR 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
8 it MAX.
CONCRETE 1 X6 BOARD no t cedar two face CONCRETE 3000 psi
4X4 POST. atD cedar PX4 BOARD Sib cedar 04 .POST
(PLAN VIER)
M
40AR
f#-
(SIDE VIER) t0in
(ELEVATION VIEW)
1
SPECIFICATIONS FOR SINGLE RAIL FENCE
;TINGLE 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
----SMOOTH ROUNDED POST
CENTER
TOP
0
ATTACH RAIL. TO POST
WITH 5" LAG -SCREW
4" ROUND RAIL X 10'
(UNTREATED)
3'-3"
2 -7- 5" ROUND POST
(TREATED - ACO)
FlI IIl 11=I,d =II(=I!_'ill= [ l III `Ilk='rl1fT 1Tl 1! IC11 I!
IIIII
1 �� �_�I !!
II � I I— 11— I I I
EMBED POSTS 2'-6 MIN
I -I 1 f- INTO COMPACTED
I
SUBGRADE OR SET IN
I—III1I -1! E
,
CONCRETE
�T y
COMPACTED SUi30RADE
Il _711III_
NOTE:
1. ATTACH RAILING TOWARDS PARKING.
SINGLE 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'/2" diameter and 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.
City
City of Fort Collins
Attn: Purchasing
PO Box 580
Fort Collins, CO 80522
Service Provider
Homeland Fencing and Security
Attn: Stephen Lesondak
2508 Zurich Drive
Fort Collins, CO 80524
In the event of early termination bythe 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)
page[s], and incorporated herein by this. reference.
b. 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. Liquidated Damages. OWNER and CONTRCTOR recognize that time is of the
essence of this Agreement and that OWNER will suffer financial loss if the Work is not
completed within the times specified in the work order, plus any extensions thereof allowed in
accordance with Article 12 of the General conditions. They also recognize the delays,
STD WO SA WO rev07/08 3
NOTE: *WHERE FENCE IS PROPOSED ADJACENT TO PUBLIC SIDEWALK,
FENCE MUST BE OFFSET 2' FROM WALK
*1ST RAIL WILL BE 6" FROM TOP AND SECOND RAIL WILL BE 15" ON CENTER.
8'-0"
- CONCRETE
6" DIA. APPROVED TPF-ATED
WOOD POST, ROUND
9/16� DIA. ROUND HOLE
"'��2
BORED THROUGH POST
HEIGHT
�-4" DIA. WOOD RAILS
VARIES
ROUND ENDS 13EVELED
SEE PITCHED
PLAN SURFACE
TO DRAIN
UNDISTURBED EARTH
COMPACTED SUBGRADE
AGGREGATE BASE
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 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.
NOTE: WHERE FENCE IS PROPOSED ADJACENT TO PUBLIC SIDEWALK,
FENCE MUST BE OFFSET 2' FROM WALK
HEIGHT
VARIES
SEE
PLAN
2'
x 5" WHITE PVC POST
/--1 1 /2" X 5 1 /2" WHITE PVC RAIL
TO DRAADtNSURFACE
-w.l\�\�— EARTHTURBED
COMPACTED SUBGRADE, DIA, = 2X
CONCRETE
AGGREGATE BASE
Ida
= W W Z
2OYWg
wa(na
0
NOTE: WELDED WIRE TO BE ATTACHED TO INSIDE SURFACE (LOT SIDE)
OF RAIL FENCE.
DRAIN
5" x 5" PVC POST f- 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 MOIRE FENCE
MIRE 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'h 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..
T—POS1S 16' ON CCNMcP
ttDtE:
PROVIDE BRAONG EYFNY 80 R005 OR
1,320 FT AND AT FENCE CORNERS
MOW PARp U53 CAME
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.
8" DV1. METAL OR ACQ TREATED POST
180DEGREE HINGE---� * WIDTH VARIES s
■■■■■ME■
CONCRETE, 3" DIA. AROUND
SPECIFICATIONS FOR CANTILEVER GATE SYSTEMS
CANTILEVER GATES
1. Gates will be made of galvanized steel, top and bottom rails will be 2 %" and the
vertical and horizontal rails will be 2".
2. The gate length will be 1 Y2 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.
Cantilever Gates
Top and bottom rafts wltl be 2 3/4' gaty.
verracat ano atagonat rats ant ue t- gaty.
Posts witt be 4' gaty. set In 18' holes 4' deep
Ropers witl be Gtddance Systems Tru Trac Rotler or approved equal
expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by
OWNER if the Work is not completed on time. Accordingly instead of requiring any such proof,
OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty)
CONTRACTOR shall pay OWNER the amount set forth in each Work Order.
10. 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.
11. 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.
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.
STD WO SA WO rev07/08 4
SPECIFICATIONS FOR SWINGING POWERED GATE
SWINGING GATES
OPERATOR
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 %" walled 4" square
tube, primed and painted, will be set a minimum of 48" into
undisturbed soil in 18" holes with 3000 psi concrete.
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.
EXHIBIT "B"
WORK ORDER FORM
PURSUANT TO AN AGREEMENT BETWEEN
THE CITY OF FORT COLLINS
AND
Homeland Fence and Security
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:
User Acceptance
Professional agrees to perform the services City of Fort Collins
identified above and on the attached forms in
accordance with the terms and conditions By:
contained herein and in the Professional
Services Agreement between the parties. In the Date:
event of a" conflict between or ambiguity in the
terms of the Professional Services Agreement By:
and this work order (including the attached Director of Purchasing and Risk Management
forms) the Professional Services Agreement (over $60,000.00)
shall control. Date:
The attached forms consisting of_ U pages
are hereby accepted and incorporated herein, by
this reference, and Notice to Proceed is hereby
given. .
EXHIBIT C
BID SCHEDULE
tlnII:, 'Gitiritity unit,64 -tatil Gait
so fieldtancing-
1
linear
20'tal backstop (per elevation drawing)
loot
60
2
linear
26'tal backstop (per elevation drawing)
foot
80
3
linear
IV 9 gauge galvanized chain link fence
foot
100
4
linear
IV a gauge galvanized chain link fence
foot
so
5
linear
8, 9 gauge galvanized chain fink fence
foot
too
linear
8* 6 gauge galvanized chain link fence
foot
100
7
linear
6! 9 gauge galvanized chain Ink fence
foot
100
8
linear
6 0 gauge galvanized chain link fence
foot
100
9
41 w X & h gate (Include hinge. latch Post &
related fittings)
each
4
10
V w X e h gate (include Wge, latch Post &
retwed fittings)
each
4
11
4! w X 51 h gate (include hinge, latch Post 8
related fillings)
each
4
12
1 Z w X 51 h service " Cinclude hinge, latch
post & related fillings)
each
14
linear
I V 6 gauge galvanized (fabric only imlatied)
fool
too
13
linear
I w 9 gauge galvanized (fabric only frism"
foot
100
15
linear
W 9 gauge galvanized (fabric only installed)
foot
100
16
linear
& 6 gauge galvanized (fabric only installed)
foot
too
17
rmw
sr 9 gauge galvanized (fabric only installed)
foot
100
is
linear
& 9 gauge galvanized (fabric only instal"
foot
100
19
Hang elevated fabric (upper portions of
linear
back")
find
an
20
linear
Removal and dispi: of old force
foot
1000
- - I �'T e.lii;ii (fatift only
105
6300
115
10,10OL7
26
1.0600
32.50
2,1100
'9.
15,50
jq-50
),its
-310
IJ140
1100
11 Ow
500
2,000
1q. 20
1, L120
10,50
1,0SO
1-50
-
Sf50
P-90
),IC) 0
5, CIO
5qk)
K. -dO
480
)T, 00
1, qqO
,6;0
5 Ocl
21 1& vinyl coated r 9 gauge core w1overall finish
linear
of 6 gauge Class 2A
foot too
22 tW vinyl coated 1 3/4'9 gauge core w/overall
linear
finish of 6 gauge Claw 2A
foot $00
23
linear
1& 9 gauge 1314* galvanized
foot 100
13..-,o
lj�o
13.30
J, 373 Or
I ,), 00
),200
24 lineal
Field fence foot lool )0"0 1
91; linear
6 cedar force fool 1001 )1.60 1 1
42
26
linear
Snille, fail fame
foot
27
linear
Western 2-rap fence
foot
28
linear
Western 3-W fence
foot
29
Unear
PVC fence 3-rall
foot
3D
linear
PVC fence 3-rail wilh fabric
foot
31
linear
Wire fence with I -posts
float
32
vinyl rium stats
p
square
33
1 112"metalgals IV (Includehinge. latch post
& related fftVs)
each
34
1 1/2"meta! gate 12' Onclude hinge, latch post
each
I 111-" metal gate W(mclude hinge, latch post
& related fillings)
each
36
2" metal get,- 10' (Include hinge, latch post &
related fittings)
each
37
2- metal gate 17 (include hinge, latch post &
related fittings)
each
38
Z metal gate 16' (include hinge, latch post a
related things)
each
G4jji operator -- and -gate
39
Operator - Chamberiand Model SL596 Ish. w
I HP motor
each
40
Operator - Chambedand Model M95 'ade"
I.SHI'motor
41
linear
CaNlevergaw
fool
42
Operator - Apo% Model 1550ETL Single Swing
each
43
Operator Apollo Model 1650ErL DUM Swing
each
*02d kl
Miscellaneous we*
44
Supervisor
hour
45
Laborer
hour
46 4500.00 + 10% Bidders mark-up
47 >M,00 + 8% Bidders mark-up qg
43
100
7r �(.f (j
70
too
_700
100
too
7, '15
726
PL. SO
1"16 C
100
jy, 26
1, q*
too
3, 25
:1 -15
Soo
Sa
:;S0.
2
1 �' SXr)
)) ".� & U - OIU
-:20,00
2
? 7 5, (V
Urdtc6a-�' 'T"Coel
'00
2
—DLV,001
5tfO,00
2
0,00.00
21
3:2S, 001
e60.00
I
36
ibqs- oS5
179-s- v -5-
Grand Total
7_57
5 . '0j I
101 '35.00 1 350
EXHIBIT
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.
44
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 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 often (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. Bindinn 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,
STD WO SA WO rev07/08 5
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.
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[s],
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.
STD WO SA WO rev07/08 6
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 "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 a -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
STD WO SA WO rev07/08 7
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
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.
CITY OF FORT COLLINS, COLORADO
a municipal corporation
By:
mes B. O'Neill II, CPPO
Dir ct tf Purchasing and Risk Management
Date: Z d
Homeland Fenc'ng and Secure
By:
c�fie�e. L-n. � 6 n ova
Print Name
Title Owhe�—
Corporate President or Vice President
Date:—� 7-09 .
ATTEST
(Corporate Seal)
Corporate Secretary
STD WO SA WO rev07/08 8
EXHIBIT A
SCOPE OF SERVICES
7018 FENCING CONTRACT ANNUAL
BID OPENING: March 16, 2009, 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
$75,000 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.
A pre -bid meeting is scheduled for Tuesday, March 3, 2009 at 10:00 am at 215 N Mason,
Conference Room 1 B, Fort Collins, Colorado.
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 focal phone number, and must be able to be reached by telephone
during prescribed business hours.
2. Qualifications of Bidder: