HomeMy WebLinkAboutBID - 7231 STAGE RIGGING & COUNTERWEIGHT ARBORS AT THE LINCOLN CENTERFinancial Services
City of
Purchasing Division
Fort
Fort N. Mason St. 2 dFloor
PO Box 580
Collins
Fort Collins, CO 052522
8
970.221.6775
970.221.6707
�. Purchasing
tcgov.com/Purchas;ng
ADDENDUM No. 3
SPECIFICATIONS AND CONTRACT DOCUMENTS
BID: 7231 Stage Rigging & Counterweight Arbors at the Lincoln Center
OPENING DATE: 3:00 P.M. (our clock), May 9, 2011
To all prospective bidders under the specifications and contract documents described
above, the following additional structural drawing is hereby included:
Exhibit 1 — Rigging Structural Drawing Sheet S1
Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 or
jstephen@fcgov.com with any questions regarding this addendum.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN
STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS
ADDENDUM HAS BEEN RECEIVED.
Stage Dimensions and Specifications
The Proscenium opening is variable in width and height, using a hard portal on an
electric winch, and tormentors on tracks. Portal is pleated black velour and torms are
plywood covered with flat black velourette.
Minimum Height: 14 ft-8 in Maximum Height: 17 ft-8 in
Minimum Width: 41 ft Maximum Width: 60 ft
Stage width, including wings: 105 ft
Stage right wing: 20 ft Stage left wing: 25 ft
Wood floor: 60 ft wide, 40 ft deep (back wall to edge of thrust/lift) Construction: oak
tongue & groove planks over subfloor, laid on neoprene sleepers with airspace between
subfloor and concrete. Finish is dark color walnut stain/sealer.
Technical Coordinator MUST be consulted prior to drilling
or fastening into stage floor.
Thrust/Pit/Lift:
The stage thrust is a Guthrie -style stage lift/orchestra pit, extending 11'-6" from the
downstage edge of the stage into the audience. Upstage width of the lift/pit is 39 ft.
Downstage width of the lift/pit is 11 ft. The lift/pit is used to transport the grand piano,
lighting carts, wardrobe boxes etc. into the basement. The elevator is hydraulic and is
operated from stage left. The lift/pit may be lowered and used as an orchestra pit. A
black steel railing with black fabric cover separates the lift/pit from the audience. The
lift/pit can NOT be utilized for audience seating.
Rigging Configuration and Support System
The Lincoln Center does not have a grid. The fly system is supported by Unistrut under
hung from pre -stressed concrete roof panels. It is possible to hang straight vertical
loads up to 1000 lbs. from the Unistrut in VERY SPECIFIC LOCATIONS based on
relation to the structural members of the roof panels. Pre -rigging of points is required
before load in day via man -lift. Motor -chain attachment is accomplished via man -lift
during load in. For clarification or creative solutions, please contact the Technical
Services Director.
House Soft Goods
Grand drape traveler (25oz Eggplant velour) is permanent and operated from stage left.
Midstage Traveler and Upstage traveler (operated from stage left) goods may be struck,
but tracks are permanent. Legs 1-3 are on walk along track and may be removed or
relocated (dead hung with ties), but tracks are permanent. Borders may be removed or
relocated. Vinyl Sky screen may be relocated or stored in its protective diaper on a
dedicated alternate line. Full stage black scrim is available. Please contact the
Technical Services Director to arrange relocations and usage.
Fly System Information
NOTE: No Gridiron! Fly system is underhung. Please see "Rigging Configuration"
on previous page.
Max trim height 38'-10" (varies. See details per lineset).
Line
No.
Dist. from
Reference
Line
Assi nment
Low
Trim
Hgh
Trim
Notes
1
2-10"
FREE
4-5'
38'-0"
travel3T-T
2
3- 6'
4-2'
34'-6"
travel 30'-4" see note below
3
4- 2'
border #1
4-6'
36'-8"
T high X 67 wide
4
4'-10"
leg #1
6-6'
38'4"
22' high X 18' wide - walk -along
5
6-7
electric#1
6
7- 6'
FREE
4-1"
35'-8"
travel 31'-7"
7
9- 2'
FREE
4-4"
36'-6'
travel 32'-2"
8
9- 6'
4'-6'
38'-10"
travel 34'-2" see note below
9
10'- 2'
FREE
4'-2'
36%1"
travel 31%11"
10
10-10"
border #2
44'
36-5"
TX 67 black pleated velour
11
11% 6'
leg #2
6-9"
38'-4"
22' high X 18' wide - walk -along
12
12- 2'
electric #2
13
12-10"
FREE
4'-T
36%1"
travel V-10"
14
14-10"
FREE
4-6'
35'-0"
travel30'-6"
15
15- T
4-5'
38'-1"
travel 33-8" see note below
16
16-10"
Mid Traveler
PERMANENT/ 22' X 6(f black velour
17
16- 2'
FREE
4'-6'
36-T
travel 32'-0"
18
18-10"
border #3
4-5'
35-10"
Thigh X 6T wide
19
15- 6"
leg #3
7-5'
39'-2"
22' h' h X 18' wide - walk -aloe
20
2a- 2'
electric three
21
20-10"
FREE
4-T
36'-1"
travel 3l'-10"
22
22-10"
4'-6'
38'-9"
travel 34'-3" see note below
23
26- 6'
FREE
4-6'
38'-9"
travel 34'-3"
24
26-10"
border #4
4-8"
36'-2"
T high X 67- wide
25
27- 6'
LiDstaae traveler
PERMANENT/ 22' X 76 black velour
26
28'-2'
FREE
4'-3
36-1" Itravel31%10"
27
28-10"
electric#4
28
30'-10"
sky screen
5-5'
37'-4"
19' X 50' Rosco white virryl sk screen
29
31% 6'
FREE
5-8'
39'-2"
travel 3T-6" can be used for s saeen
Distance from reference line to back wall: 34'-4". Theatre has no fire curtain. Reference
line is measured from the upstage corner of audience sidewall. Please see groundplan.
The Counterweight system is manually operated single purchase tee -track system.
Lock rail is stage right at floor level. Loading platform is thirty feet above. Arbor
capacity is 600-800 lbs.
Stage weight comes in twenty, thirty, and forty -pound sizes. About 9,000 Ibs of free
weight is available. Pipe battens are 76-feet long, two-inch OD diameter pipe. Each
pipe is supported by seven 1/4-inch lift cables.
Lighting and Dimming System Information
Road Show Electrical Disconnects:
#1: (lighting) 120/208 volt, 3 phase, 500 amp per phase, dedicated transformer, 3 -
2/0 lugs per leg
#2: (sound) 120/208 volt, 3 phases, 100 amp per phase, dedicated transformer, 1 -
4 ga lug per leg
The permanent stage and house light and sound systems are on separate services from
the road show disconnects. The road show disconnects are located near the loading
door, upstage left. Several 120 volt/20 amp receptacles are located stage left, stage
right, and upstage. Lincoln Center does not supply Camlocks or feeder cable.
Stage Lighting and Dimming Systems:
Please contact Technical Coordinator for specific features and functions.
An ETC Expression 2X dimming and control system was installed in June, 1994. As of
this revision, all dimmers were functional.
Control System - ETC Expression 2XVersion 3.0 with 600 channels of control, 2
memory crossfaders, 10 pages of 24 submasters, bump buttons, 600 cues per 3.5 inch
floppy disk, rate and level wheel, two color monitors, remote focus unit for onstage
focus and cue playback.
Dimming System - ETC Sensor Dimmers, two SR48 dimmer racks on dedicated,
separate transformer. Total 186/2400 watt dimmers plus house lights. Rack is
addressable via 5-pin plug for DMX512 input from road show consoles.
Stage Lighting Positions and Circuits: Please refer to current 1/4 inch scale stage
electrics ground plan. The Lincoln Center has a House Plot that is hung unless a
custom plot is necessary. Please contact the Technical Director at 970.416.2758 for
electronic files or hard copy of the LC rep plot.
There is no Balcony Rail Position.
Front of House Position
32 feet above auditorium floor; 36 feet throw to plaster line. Center section approx.
40 feet wide, end sections angle toward stage. Circuits: 1 - 32 Receptacles: 20-
amp, 3-pin female pigtail.
Box Boom Position
18 feet above stage floor, located on sidewalls of auditorium [Note: Large columns
obstruct sightline from upstage hanging position]. Each has 12 circuits per side, with
20-amp, 3-pin female pigtails. Each box boom has two vertical pipes with side arms.
Each pipe can accommodate four instruments.
Floor Pockets
12 recessed floor pockets with 4 - 20 amp flush -mount 3-pin receptacles in each
pocket. Four pockets are spaced along back wall. Four pockets are located in
each wing just offstage from edge of the wood floor.
Followspot Platforms
22 feet above auditorium floor, 45 feet from plaster line. These positions are not
enclosed. Each platform has one vertical pipe with one 20-amp circuit and two 1 K
Altman zooms, typically used as curtain warmers.
Onstage Electrics - Electrics 1 through 4 on counterweight linesets, with 20-amp, 3-pin
female pigtails. Circuits repeat beginning at center.
Electric 1: Circuits 57 - 81 (25 circuits) Lineset 5
Electric 2: circuits 82 - 106 (25 circuits) Lineset 12
Electric 3: circuits 107 - 126 (20 circuits) Lineset 19
Electric 4: circuits 127 - 146 (20 circuits) Lineset 27
Lighting Inventory and Audio Information
Sta a Lighting Equipment and Accessories
Quantity
Type
Size
Wattage
Notes
10
Fresnel
8Inch
1000
Century
25
Fresnel
6 inch
750
Altman
17
Source 4
19 degree
575
ETC
35
Source 4
26 degree
575
ETC
26
Source 4
36 de ree
1575
ETC
50
Ellipsoidal
6 X 9
750
Altman
50
spotlight
6 X 12
750
Altman
20
Ellipsoidal
6 X 16
750
Altman — some w/iris
spotlight
Ellipsoidal
spotlight
6
4-Color Mini
8 foot
750 per color
L&E, MR16 lamps
Stri li ht
18
4-Color PAR38
6 foot
750 per color
Century
Strip
50
PAR64 fixture
1000
all beam widths available
2
Strong Xenon
Followspot
700
optical sights; 50 ft throw
1
Trouper
Followspot
575 HMI
In booth back of house, 95 ft
Altman Satellite I
throw
8
booms/bases
10 - 14 feet
1-1/4 inch pipe with side
arms
Accessories:
Twofers - braided, 3-pin ' stage cable 5 ft, 10 ft, 25 ft, 50 ft ' gel frames ' gobo
holders * donuts `rovers (2)
Color: we stock an assortment of Roscolux and Lee filters - please call us for
availability of specific colors.
Sound Reinforcement
Please contact Technical Director for current equipment inventory. Several
sound systems are available. A road show tie-in feeds the 27MHz Assistive Listening
System as well as the front cluster, back -of -house delay system, and backstage and
dressing room monitors. A mixer/preamp sends program and stage manager page mic
to Anchor self -powered speakers in the dressing rooms.
House Mix position is a 6' x 18' area located in the center of the house, at the rear of
the orchestra section 55 feet from the stage. Tables and house console may be
moved. It is only used to accommodate the Lincoln Center sound system FOH gear.
Some exceptions may apply. To minimize the impact to the audience:
• Racks and equipment in the mix area are not to exceed 42 inches in height;
• Operator may not stand during the performance;
• Stage manager may not call cues from the mix position;
• Console lights and monitors must be directed away so as not to distract the
audience. Video monitors are not allowed unless expressly permitted by the
Technical Coordinator during advance.
Guest Mix Position is to be used any time the Lincoln Center sound system is not
used. The second mix position is 30 feet to the House Right of the first mix position, in
front of the house right entrance. It is 12' wide and S deep. No piece in this space is to
exceed 6' in height. There must be a minimum of 42" between any piece in this space
and the permanent structure of the hall to allow for fire/wheelchair access.
Loudness Limitation For the safety and comfort of our patrons, sound
pressure Levels are not to be exceeded 90 dBA sustained, 96 dBA peak, as
measured at the mix position by Lincoln Center personnel.
Stage Manager and Crew Communications:
Stage Manager's Panel is located stage left near the stage door, and contains house
and work light controls, dressing room paging mic, ClearCom main station, Telex VHF
wireless base station, and video monitor. Headset system includes ClearCom single -
muff headsets, belt packs, and Telex VHF wireless beltpacks. Headset jacks are
located throughout the theatre. The House Manager and Stage Supervisor
communicate with handheld radios. The House Manager operates the lobby chime.
House doors typically open 30 minutes before curtain, and we request that
performances start at the advertised time.
Performer Amenities - Dressing Rooms and Support Areas
Main Floor/Stacie Level - Guest Artist Suite
Room for 6-8 persons. Seated counter space with lighted mirrors, hanging racks,
telephone & internet connection, sofa and private bath/shower (Suitable for star
dressing room or Production office)
Basement- Men's and Women's Chorus Dressina Rooms
Room for up to 15 persons each. Seated counter space with lighted mirrors,
hanging racks, bath with shower.
Basement — Common areas
Additional space in the basement may be arranged in advance for wardrobe, hair,
storage, etc. or may be draped for additional dressing room space. (20x20 SR and
20x12 SL — Suitable for wardrobe/wig areas).
Second Floor — Mezzanine office
Office/meeting room equipped with phone, wireless internet, tables and chairs.
Suitable for production office (requires climbing stairs in lobby or through the house).
1 Washer and 1 dryer in basement - please bring your own laundry supplies. NO
SPECIFIC WARDROBE SPACE IS AVAILABLE.
Additional Equipment
"A" - Frame ladder, wood, 14 - 23 feet, on casters Genie AWP36 Lift, 120 volt, 36' max
Step ladders, 6 - 11 ft (Must use outriggers)
Little Giant Ladder Cable Mats
Commercial clothing steamer, irons and ironing boards Washer and Dryer
RENTAL CHARGES APPLY TO THE FOLLOWING (SUBJECT TO AVAILABILITY)
Black sharkstooth scrim, 19 X 50 ft, new in 1993 Wenger 3 step Tourmaster Choral
Risers
Stageright platforms, 4 X 8 ft, 8 - 16 - 24 inch heights Manhasset Music stands, black - 65,
with lights
Wenger Symphony chairs, black — 90 Rosco-Gerriets dance floor, 6 rolls, 5
ft-3 in X 50 It
LeMaitre G300 Hazer/Fog Machine Multi -media projector, DVD or laptop
compatible
Pianos
Steinway D Concert Grand Piano, 9-foot Yamaha Studio Upright Piano
Reserve with FC Symphony (call for contact info) tuning charges apply
Deposit, Rental fee and tuning charges apply
General Information
• Catering, hospitality, and beverage service is the responsibility of the presenter.
Contact Scheduling Office for kitchen availability and a list of approved caterers.
Liquor consumed in the facility must be purchased from concessionaire, Toast of
the Town.
• The Lincoln Center is a NON-SMOKING facility. Per Colorado Law and City
ordinance, smoking is prohibited inside at all times, including contextual use in
live theatre performance. A 20 foot perimeter outside entrances is also
designated as a smoke -free area. A fire -safe ashtray is available for disposal
outside the backstage door and in front of the main lobby doors.
• Lincoln Center may not provide oxygen per Colorado Law.
• Use of pyrotechnics or open flame on stage must be approved through an
application process with Poudre Fire Authority. Please contact the Technical
Director for details. Application charges apply.
• Food and drink is not allowed in the Performance Hall. Exception is made for
scripted food or drink specific to your production, per advance notice to the
Technical Director.
• Lincoln Center lighting, sound, and rigging equipment may be operated by
Center personnel only.
• Lincoln Center is not an IATSE hall.
Important for Rental Clients:
Your technical crew requirements must be noted on your technical questionnaire
and returned with your contract. Labor requirements and personnel schedule will
be made at the discretion of the Lincoln Center Technical Services Director after
consultation with Presenter.
EXHIBIT 4
RIGGING PHOTOS
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Financial Services
City of
Purchasing Division
Fort
215 Mason Floor
PO Box 580
Collinsur
Fort CCO 052522
Collins,8
970.221.6775
7
970.221.6707
Pchasing
fcgov.com1purchasing
ADDENDUM No. 2
SPECIFICATIONS AND CONTRACT DOCUMENTS
BID: 7231 Stage Rigging & Counterweight Arbors at the Lincoln Center
OPENING DATE: 3:00 P.M. (our clock), May 9, 2011
To all prospective bidders under the specifications and contract documents described
above, the following addition, which was accidentally omitted from Addendum 1, is
hereby made:
Exhibit 3 — Rigging Structural Drawings
Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 or
jstephen@fcgov.com with any questions regarding this addendum.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN
STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS
ADDENDUM HAS BEEN RECEIVED.
No Text
Lock rail from North.
Lock rail from Southwest.
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CIT\/ OT
Financial Services
`r
Purchasing Division
S[. 2""Floor
F6rtCollins
PO Box
PO Box 580
Fort Collins, CO 80522
970.221.6775
Purchasing
L6707
cgov.
fcga r. tom/purchas i ng
INVITATION TO BID
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center
BID OPENING: 3:00 P.M. (our clock), May 9, 2011
Sealed bids will be rece ived and publicly opened at the office of the Director of Purchasing and
Risk Management, PO Box 580, 215 North Mason St., 2nd floor, Fort Collins, Color ado 80522,
at the time and date noted on the bid proposal and/or contract documents. If delivered, they are
to be sent to 215 North Mason Street, 2 nd Floor, Fort Collins, Colorad o 80524. If mailed, the
address is P.O. Box 580, Fort Collins, 80522-0580.
Bids must be received at the Purchasing Office prior to 3:00 p.m. (our clock), May 9,
2011.
For technical questions please contact Gina Cochran, Technical Production Director at 970-416-
2758 or gcochran (a)fcgov.com.
Questions regarding bid submittal or process should be directed to John Stephen, CPPO, LEED
AP, Senior Buyer at (970) 221-6777 or istephen(a-)fcgov.com.
A copy of the Bid may be obtained as follows:
Download the Bid from the Purchasing Webpage, Current Bids page, at:
http://fcgov.com/eprocurement
2. Come by Purchasing at 215 North Mason St., 2nd floor, Fort Collins, and request
a copy of the Bid.
Special Instructions
All bids must be properly signed by an authorized representative of the company with the legal
capacity to bind the company to the agreement. Bids may be withdrawn up to the date and hour
set for closing. Once bids have been accepted by the City and closing has occurred, failure to
enter into contract or honor the purchase order will be cause for removal of supplier's name
from the City of Fort Collins' bidders list for a period of twelve months from the date of the
opening. The City may also pursue any remedies available at law or in equity. Bid prices must
be held firm for a period of forty-five (45) days after bid openings.
Submission of a bid is deemed as acceptance of all terms, conditions and specifications
contained in the City's specifications initially provided to the bidder. Any proposed modification
must be accepted in writing by the City prior to award of the bid.
Only bids properly received by the Purchasing Office will be accepted. All bids should be clearly
identified by the bid number and bid name contained in the bid proposal.
No proposal will be accepted from, or any purchase order awarded, to any person, firm or
corporation in default on any obligation to the City.
Bids must be furnished exclusive of any federal excise tax, wherever applicable.
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Pagel of 22
Bidders must be properly licensed and secure necessary permits wherever applicable.
Bidders not responding to this bid will be removed from our automated vendor listing for the
subject commodities.
The City may elect where applicable, to award bids on an individual item/group basis or on a
total bid basis, whichever is most beneficial to the City. The City reserves the right to accept or
reject any and all bids, and to waive any irregularities or informalities.
Sales prohibited/conflict of interest: no officer, employee, or member of City Council, shall have
a financial interest in the sale to the City of an y real or personal prope rty, equipment, material,
supplies or services where such officer or employee exercises directly or indirectly any decision -
making authority concerning such sale or any supervisory authority over the services to be
rendered. This rule also applies to subcontracts with the City. Solicitin g or accepting any gift,
gratuity, favor, entertainment, kickb ack or any items of mo netary valu a from an y person who
has or is seeking to do business with the City of Fort Collins is prohibited.
Freight terms: unless otherwise noted, all freight is F.O.B. Destination, Freight Prepaid. All
freight
charges must be included in prices submitted on proposal.
Discounts: any discounts allowed for prompt payment, etc., must be reflected in bid figures and
not entered as separate pricing on the proposal form.
Purchasing restrictions: your authorized signature of this bid assures your firm's compliance
with the City's purchasing restrictions. A copy of the resolutions is available for review in the
Purchasing Office or the City Clerk's Office. Request Resolution 91-121 for cement restrictions.
Collusive or sham bids: any bid deemed to be collusive or a sham bid will be rejected and
reported to authorities as such. Your authorized signature of this bid assures that such bid is
genuine and is not a collusive or sham bid.
Bid results: for information regarding results for individual bids send a self-addressed,
self -stamped envelope and a bid tally will be mailed to you. Bid results will be posted in our
office 7 days after the bid opening.
James B. O'Neill II, CPPO, FNIGP.
Director of Purchasing and Risk Management
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 2 of 22
CITY OF FORT COLLINS
BID PROPOSAL
BID #7231
STAGE RIGGING AND COUNTERWEIGHT ARBORS
AT THE LINCOLN CENTER
BID OPENING: May 9, 2011, 3:00 p.m. (our clock)
WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS' REQUIREMENTS FOR
STAGE RIGGING AND COUNTERWEIGHT ARBORS PER THE BID INVITATION AND ANY
REFERENCED SPECIFICATIONS AND DRAWINGS.
The City of Fort Collins Lincoln Center, 417 West Magnolia, Ft Collins 80521 is requesting bids
for additions to existing stage rigging and counterweight arbors. Work to be started by July 2,
2011 and must be completed by July 15, 2011 or as directed by the project manager.
Awarded service provider must enter into a service agreement (sample attached for your
review) and provide the required insurance (Exhibit B).
For technical questions please contact Gina Cochran, Technical Production Director at 970-416-
2758 or gcochran(a)fcgov.com
For purchasing questions, please contact John Stephen, CPPO, LEED AP, Senior Buyer, at
970-221-6777 or istephen(a)fcgov.com.
BID SCHEDULE
Service Provider shall furnish and install stage curtains and tracks and related equipment in
accordance with the following specifications and drawings. Award will be based on lowest
responsive, responsible Lump Sum Bid that meets specification.
Lump Sum Bid $
In Writing
Bid Alternate #1 $
Bid Alternate #2 $
FIRM NAM
ADDRESS,
PHONE/FA
BY:
(Signature) (Printed) (Title)
E
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 3 of 22
LINCOLN CENTER
SECTION 11 61 33 — THEATRE AND STAGE EQUIPMENT
man umeui;mami
1.1 SCOPE
A. Contractor shall furni sh and in stall stage curtains and tra cks and related equipm ent in
accordance with the following specifications, including, but not limited to the following:
1. Counterweight Sets
1.2 RELATED SECTIONS
A. SECTION 11 61 13—ACOUSTICAL SHELLS
B. SECTION 11 61 35 — POWERASSIST STAGE RIGGING
1.3 REFERE NCES
A. ASTM A36 -Structural Steel Members
B. ASTM A53 -Steel Pipe
C. ASTM A307 -Anchor Bolts, unless otherwise noted.
D. ASTM A325 -Nuts, Bolts and Washers
E. ASTM A500 -Structural Tubing
F. AWS D1.1 - Welding Materials: type required for materials being welded.
G. UL - Underwriters Laboratories
1.4 DESCRIPTION OF WORK
A. A new orchestra shell is to be installed. This orchestra shell would consist of stage towers and
three flown aco ustical ca nopies. The existing counter weig ht system has three identified
locations for the installation of line set s to s upport the ne w acoustic canopies. Five existing
linesets a re to be removed an d relocated to a ccommodate th a new line sets. Th e ri gging
Installer will be responsi ble for providi ng three ne w complete line sets includi ng weights to fl y
the new acoustic canopies and removing and rei nstalling the five existing linest s. All linesets to
have maximum "out" trim and "in" trim to be no higher than 5' off deck.
The following existing equipment is to reused. C ontractor to inspect and verify suitability to be
reused. Co ntractor to n otify O wner and C onsultant if inspectio n reveals i ssues with reusing
existing equipment. Do not reinstall existing equipment if inspection issues are found.
1. Counter Weight Arbors
2. Locking Rail and Rope Locks
3. Tee Track
4. Floor Blocks
5. Battens and Pipe Clamps
6. Lift Lines at all but Longest Run (6 of 7)
The following existing equipment will be replaced by Contractor.
1. 8-Line Loft Block
2. Steel Sheaves with Idlers (6 per Line Set)
7231 Stage Rigging 8 Counterweight Arbors at the Lincoln Center Page 4 of 22
3. All other Hardware
4. 1 '/." Wire Rope Liftline for longest run per Lineset (1 of 7)
B. Base Bid
1. Provide complete pri cing to provide three single arbo r counterweight lin a sets as
specified and detailed.
2. Provide complete pricing for relocation the five existing linesets.
C. Bid Alternate #1
1. Provide complete pri cing to provide three d ouble arbo r count erweight lin a sets as
specified and detailed.
2. Provide complete pricing for relocation the five existing linesets.
D. Bid Alternate #2
1. Provide co mplete pri cing to provide thr ee single arbo rs cou nterweight line sets with
Power Assist as specified and detailed.
2. Provide complete pricing for relocation the five existing linesets.
1.2 SUBMITTAL S
A. Section 01300 - Submittals: Procedures for submittals
B. Product Data: Submit manufactu rer specifications and pro duct data for each type of material
specified.
C. Shop Drawings: Submit shop drawings indicating plan, layout, elevations, and detailed sections
of an chorage an d rigging sy stems and elements. Sh ow a nchors, h ardware, o perating
equipment and other components. The submittal shall include a proposed arrangement for all
equipment in this section. Items specified shall b e labeled and shall be shown in plan and
section.
D. Manufacturer's In stallation Instructio ns: Indi cate installatio n req uirements and spe cial
conditions.
1.3 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the products specified in this section with
minimum five years experience.
B. Fabricator/Installer: Company specializing in fabrication and performing the work of this section
with minimum five years experience.
1.4 PREQUALIFI ED INSTALLERS
A. The following Installers are preapproved by the Owner.
1. Texas Sceni c Com pany, 5423 Jackwo od Driv e, Sa n Antonio, TX 78238, Te lephone:
(210) 547-2921
2. Production Re source Group, 13450 Smith Road, Suite 1 00, Auro ra, CO 80011;
Telephone: (720) 440-8830.
3. Barbizon, 8269 East 23rd Avenue, Suite 111, Denver, CO 80238; Telephone: (303) 394-
9875
4. Stagecraft, 5051 North Lagoon Avenue, Portland, OR 97217; Telephone: (503) 286-1600
5. JR Clancy, 7 041 Interstat a Islan d Roa d, Syracu se, NY USA 13 209-9713; T elephone:
(315) 451-3440
6. Secoa, 8650 109th Avenue North, Champlin, MN 55316; (763) 506-8800
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 5 of 22
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B. If installation is to be subcontracted, the qualifications of the Su bcontractor shall be submitted
for Owner approval prior to bidding.
1.5 FLAME RESISTANT REQUIREMENTS
A. Class "A" rated.
1.6 LIMITED WARRANTY
A. Equipment and accessories shall be warranted agai nst defective material and workmanship for
a period of one year from date of Substantial Completion.
1.7 CERTIFI CATION
A. Submit man ufacturer's certification t hat theatre and stag a equipme nt complie s with
requirements for flame resistance.
PART 2-PRODUCTS
2.1 MANUFACTURER OF RIGGING HARDWARE
A. Rigging hardware shall be products of the following firms or approved equal by the architect.
1. J.R. Clancy Co.
2. Approve d Equal
2.2 COUNTERWEIGHT RIGGING (T-BAR SYSTEM)
A. Furnish a total of three new sets and five relocated multi -line counterweight rigging firmly and
securely attached to structure in the best and most workmanlike manner, fitted and arranged to
clear all exi sting b uilding co nstruction, prop erly counterbalanced, a djusted, tensio ned and
otherwise ready for op eration in accordance with the requirements of the specifications and
commonly accepted good practice for stage rigging.
B. Summary of major components:
ITEM
DESCRIPTION
1.
Head block, tapered roller bearings
Match Existing
2.
Loft blocks, ball bearings
Match Existing
3.
T-Bar carriage (HMD guides)
Match Existing
4.
Floor block, ball bearings (HMD guides)
Match Existing
5.
Rope lock
Match Existing
6.
Copper ferrules and cable clips
Match Existing
7.
Lead cables (galvanized preformed aircraft)
Match Existing
8.
Pipe battens (Schedule 40)
Match Existing
9. Counterweights
Match Existing
10.
Rope (non -stretch multi -line) Match
Existing
11.
Locking Rail
Match Existing
12.
Muling blocks, tapered roller bearings
Match Existing
13.
Trim chains (1200 pound test)
Match Existing
14.
Alternate #2 PowerAssist
Refer to Specification
Section 11 61 33
2.3 HEAD BLOCKS
A. Head blocks shall be made of class 30 grey iron conforming to ASTM specification A-48, shall
have a minimum hub diameter of 3" and shall be free of holes and casting flaws.
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 6 of 22
B. The sheave shall be ma chine fa ced a nd to rned with the required si ze an d q uantity of cable
grooves. Cable groove depths shall be sufficient to encompass the cable fully and shall have
sloped sides.
C. Cable grooves shall conform to rope and cable manufacturers' standards for groove shape and
tolerance.
D. The she ave shall be fitted with 1" di ameter to pered roller bearings, prope rly size d for t he
required load and speed.
E. The one inch diameter steel shaft shall have a Dut chman to en gage the keyhole in the si de
plate. Proper adjustment of the bearings shall be accomplished by means of a fine thread, self
locking nut on the opposite end of the shaft.
F. The block housing shall have two 10 gauge side plates rigidly fastened together with at least six
bolts, four of which prevent cables from escaping the sheave grooves and shall fully enclose the
sheave. Side plates shall be bolted an d welded to the ba se angles for extra strength. Hea d
block base angles and connecting hardware shall conform to manufacturer's standards.
G. The block and associated mounting hardware shall have a recommended working load of at
least 2,500 lbs.
2.4 LOFT BLOCKS
A. Loft blocks shall be of unit parallel type co nstruction with heavy steel side plates extending
above sh eaves to accom modate thre a cro ss b olts and sp acers to positiv ely prevent cabl es
escaping from grooves.
B. The sheave shall be equipped with a 1" diameter machined steel shaft an d two tape red roller
bearings.
C. Class 30 gray iron conforming to ASTM A-48 shall be used, with machined grooves.
D. Base angles shall be a minimum 1 '/" x 1-'/" x 3/16" angle.
E. Side plates shall be a min imum of 10-g auge steel, and shall fully enclo se the sheave. Side
plates shall be bolted to t he base angles. The re shall be a minimum of seven b olts with
spacers bet ween the si de pl ates, fo ur of which prevent cables f rom escaping the sheave
grooves.
F. The block and associated mounting hardware shall have a recommended working load of at
least 1300 Ibs, and shall be designed for use in either upright or underhung usage.
2.5 CO UNTERWEIGHT ARBORS
A. Arbor shall be of spe cified length, or to ng enough to accommodate counterweights to balan ce
its pipe batten and related equipment, whichever is longer.
B. The arbor top shall be a 1/4" steel plate formed into a channel with 3" sides, punched to receive
8 cables. A bolt and spacer shall tie th a legs together and provide a tie -off poi nt for the ha nd
line. The front of the arbor top shall carry a 1-'/ " high white set number.
C. The arbor bottom shall be of similar construction, with counterweight rests to keep the weights
from resting on the inner arbor rod nuts.
D. The top and bottom of the arbor shall be tied together by means of two 3/4" steel arbor rods and
a 3/8" x 3" steel back plate. Th e arbor rods shall have three nuts at each end, the outermost
being a lock nut.
E. Two quid e assemblies sh all be provided, each co mprised of UHM W plate s between stee I
backup plates or mol ded plastic shoe assemblies with stiffening ribs, secured to the arbor by
means of two 3/8" hex head bolts and lock nuts.
F. Provide 12-gauge spreader plates (two minimum) on arbor rods so they can be spaced between
counterweights on 2 foot centers. Pro vide a re taining collar on each rod, ea ch with a %" set
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 7 of 22
screw with red plastic knob for easy locking. The front retaining collar shall be welded to the top
spreader plate.
G. Provide labels on the steel back plates showing the proper locations for the spreader plates.
2.6 FLOOR BLOCKS
A. The sheave shall have a 12" outside diameter, and be grooved for a % rope. The sheave shall
be eq uipped with a 17 mm diam eter machine d steel shaft an d two sealed, pre cision ball
bearings. The shaft shall be fitted with a locking handle, allowing the sheaved to be moved a
minimum of 5" to adjust rope tension.
B. Side plates shall be a minimum of 10-gauge steel, shall fully enclose the sheave, and shall have
a slot allowing a minim um of 8" of she ave position adjustment. Side plate s shall be b olted to
the base angles. There shall be a mi nimum of seven'/4' bolts with spacers between the si de
plates.
C. The rope lock shall consist of an ASTM A536 ductile iron housing, cams an d handle. There
shall be a rubber bumper in the housing to silence the handle when it is opened.
D. Adjustment for ro pe sh all be from 5/8" to 1" by mean s of a '/" nylon tipped, socket he ad
adjustment screw with lock nut at the rear of the housing.
E. The handle shall b e 9" to ng with a nyl on p owder o r vinyl di p coating. T he h andle shall be
installed so t hat it passe s two deg rees past ve rtical to lock th a hand lin e. A coated, ov al,
welded ste el ring shall b e provided a s a safe ty lock. The outer en d of the handle shall be
slotted to accommodate a safety padlock.
F. The ro pe Io ck and floo r block shall b e mount ed t o a 1/2" x 4 " formed Ste el frame, wh ich
incorporates tie off points for guide wires.
2.7 ROPE LOCKS
A. The rope to ck shall con sist of a n AST M A536 du ctile iro n h ousing, cam s an d ha ndle. T he
housing shall allow the use of a standard padlock to hold the handle in its closed position.
B. In order to redu ce noise during operation, there shall be a rubberbu mper in the hou sing to
silence the h andle when it is open ed. The dog s th at grip the ro pe sh all be machined to fit
closely to reduce noise, and shall not require the use of washers.
C. Adjustment for ro pe sh all be from 5/8" to 1" by mean s of a'/2" nylon tipped, socket he ad
adjustment screw with lock nut at the rear of the housing.
D. The handle shall b e 9" to ng with a nyl on p owder o r vinyl di p coating. T he h andle shall be
installed so that it passes two degrees past vertical to lock the hand line.
E. A coated, oval, welded steel ring shall be provided as a safety lock.
F. The rope lock shall mount to the locking rail with four 3/8" hex bolts and lock nuts.
G. The rope lock shall be J.R. Clancy No. 010 533R.
2.8 PIPE BATTENS
A. Counterweight pipe battens shall be 1 '/2 inch (inside diameter) schedule 40 steel pipe. All joints
shall be sleeve spliced internally using not less than 18 inch splice pieces. Bolts or rivets shall
connect each end of the internal splice pieces to the pipe batten. Furnish 4 bolts with lock nuts
at each splice. Bolts shall be oriented at 90-degrees on each side of the splice.
2.9 CO UNTERWEIGHTS
A. Counterweights shall b e 6" wide x 1 3-3/4" to ng, wi th a U shaped cutout for the arbor ro ds.
Counterweights shall be flame or laser cut steel. Each piece shall be free from slag and sharp
edges. The thickness of counterweights shall not vary more than 3/16" from nominal dimension.
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 8 of 22
B. Opposite corners shall be notched for ease of handling. Alternate weights when stacking to
provide finger holds when loading arbors.
C. Provide 80% of weight 2" thick and 20% of weight 1" thick for ease of balancing.
2.10 CHANNEL GUIDE TRACK SYSTEM
A. The complete T-bar system shall match existing.
B. T-bars shall be held in place and properly spaced by "U" shaped spreader plates formed from 1"
x 3/16" steel, which are bolted to the wall battens.
C. Horizontal wall batten s shall be I ocated on centers not to exce ed 5'. Wall battens shall b e 1-
3/4" x 1-3/4" x 3/16" steel angles with factory punched holes on 2" centers to allow J-guides to
be located on 6", 8" or other centers. (Locations with high seismic activity may require different
spacing or sizes.)
D. Wall battens shall be held in place by adjustable wall knees, consisting of a 5/16" x 1-1/2" steel
knee and an 11 gauge 1" x 2" formed, slotted channel to ai d in alignment made necessary by
irregularities in the wall.
E. There shall be a top sto p batten, a bottom stop batten and a floor batten, all of which shall be
made of 1-3/4" x 1-3/4" x 3/16" steel angle. The top and bottom stop battens shall each have a
2" x 2" h ardwood bumper securely bo Ited to th a stop battens by 1/4" x 2-1/2" carriage bolts,
nuts, and washers.
F. All other members of the T-bar system shall be assembled using 5/16" hex head bolts, lock nuts
and washers.
2.11 AUXILIARY STRUCTURAL CHANNELS AND BEAMS
A. Auxiliary mounting steel shall consist of structural steel or aluminum channels, beams, angles,
and pipes as required to provide anchorage for rigging blocks wherever they are ne eded. All
blocks and al I chain a nd cable tie -off p oints shall be fixed to auxiliary metal a s required, and
shall be designed to handle the imposed loads.
2.12 FINISH
A. All items p rovided under this section shall have the manufacturer's standard finish and color,
except as noted.
B. All turnbuckles, clips, tracks, chains and other items of incidental hardware shall be furnished
plated or painted.
2.13 EQUIPMENT SUMMARY (MAJOR ITEMS)
A. The following items shall b e shown in pl an and secti on and prope rly labeled o n shop d rawing
submission.
1. Ne w Linesets
1 s` Canopy
2nd Canopy
3rd Canopy
2. Relo cated Linesets
13 Free
14 Free
23 Free
24 Free
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 9 of 22
30 Free
PART 3 - EXECUTION
3.1 INSTALLATI ON
A. The horizontal, end -to -end dimensions of all pipe battens and tracks shall be as shown on the
drawings, or shall be 9 ft greate r than the width of t he p roscenium ope ning, unless physical
conditions of the structure and the building mechanical systems limit the dimensions. .
B. This contractor shall furnish and install any miscellaneous structural metal required to support
the rigging equipment and other equipment.
C. Anchoring de vices an d miscellan eous metal requi red for prop er installation shall be ere cted
during the p rocess of t he general construction at th a ap propriate time to coordinate with t he
work of other trades.
D. All hardware and all drapery shall be trimmed, leveled, and left ready for use.
END OF SECTION
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 10 of 22
SERVICES AGREEMENT
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, hereinaft er
referred to as the "City" and , hereinafter referred to as "Service Provider".
WITNESSE TH:
In consideration of the mutual covenants and obligations herein expressed, it is ag reed
by and between the parties hereto as follows:
1. Scope of Services. The Servic a Provider agrees to provide s ervices in
accordance with the scope of ser vices attach ed hereto as Exhibit "A", consist ing of
pages and incorporated herein by this reference.
2. The Work Schedule. [ Optional] The services to be performed pursuant to this
Agreement shall b e pe rformed in accordance with the Work Sche dule attach ed hereto as
Exhibit "B", consisting of ( ) pages, and incorporated herein by this reference.
3. Time of Co mmencement and Completion of Services. The services to b e
performed pursuant to this Agreement shall be initiated within ( ) days following
execution of this Agreement. Services shall be completed no later than . Time is of the
essence. A ny extensions of the time limit set forth above must be a greed upon in a writing
signed by the parties.
4. Contract Period. [Option 1] This Agreement shall commence upon the date of
execution shown on the signature page of this Ag reement and shall continue in f ull force an d
effect for one (1) year, unless sooner terminated as herein provided. In addition, at the option of
the City, the Agreement may be a xtended for an additional period of on a (1) year at the rates
provided with written no tice to the Professional mailed no I ater than ninety (90) d ays prior to
contract end.
4. Contract Period. [Option 2] This Agreement shall commence 200
and shall continue in full force and effect until , 200 , unless sooner terminated a s
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 11 of 22
herein provided. In ad dition, at th a option of the City, the Agreement may be extended for
additional o ne year periods not t o exceed ( ) additio nal one year periods.
Renewals and pricing changes sh all be nego tiated by and agreed t o by both parties. The
Denver Boulder Greeley CPIU published by the Colorado State Planning and Budg et Office will
be used as a guide. Written notice of renew al shall be provided to the Service Provider and
mailed no later than ninety (90) days prior to contract end.
5. Delay. If either party is prevent ed in w hole or in par t from performing its
obligations by unforeseeable causes beyond its reasona ble control and without its 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 w ritten notice to the City of such condition within fifteen (15) days from
the onset of such condition. [Early Termination clause here as an option
6. Early Termi nation by City/Notice . Notwithstanding the t ime periods contained
herein, the City may terminate this Agreement at any time without ca use by providing written
notice of termination to the Service Provider. Such notice shall be delivered 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 un der this Agreement shall be effective when mailed, postage
prepaid and sent to the following addresses:
City:
Copy to:
Service Provider:
City of Fort Collins
City of Fort Collins
Attn: Purchasing
Attn:
PO Box 580
PO Box 580
Fort Collins, CO 80522
Fort Collins, CO 80522
In the event of early termination by the City, the Service Provider shall be paid for services
rendered to the date of termination, 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.
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 12 of 22
7. Contract Sum. The City shall pay the Service provider for the performance of this
Contract, subject to a dditions a nd deletion s provided herein, per t he attached Exhibit "A",
consisting of pages, and incorporated herein by this reference.
8. City Representative. The City will designate, prior to commence ment of the
work, its representative who shall make, within t he scope of his or her authority, all necessary
and proper decisions with reference to the services provided under this agreement. All requests
concerning this agreement shall be directed to the City Representative.
9. Independent Service provider. The services to be performed by Service Provider
are those of an independent service provider and not of an employee of the City of Fort Collins.
The City shall not be responsible for withholding any portion of Service Provider's compensation
hereunder for the payment of FICA, Workmen's Compensation or other taxes or benefits or for
any other purpose.
10. Personal Services. It is understo od that the City enters into the A greement
based on t he special abilities of the Service Pr ovider and that this Agreement shall be
considered as an agre ement for personal ser vices. Accordingly, th a Service Provider shall
neither assign any responsibilities n or delegate any duties arising under the Agreement without
the prior written consent of the City.
11. Acceptance Not Waiver. The City's approval or acceptance of, or pa yment for
any of the services sh all not be construed to operate as a waiver o f any rights or benefits
provided to the City and er this Agreement or ca use of action arising out of performance of this
Agreement.
12. Warranty.
a. Service Pro vider warra nts that all work performed hereu nder shall be
performed with the highest degre a of competence and
standards for work of a similar nature.
care in accordance wit h accepted
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 13 of 22
b. Unless otherwise provided in the Agreement, all materials and equipment
incorporated into any work shall be n ew 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 Agr eement, except City -fur nished materials, equipm ent and lab or, against
defects and nonconfor mances in design, mate rials and workmanship/workwomanship for a
period beginning with t he start of t he work an d ending tw elve (12) months from and after fin al
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 defe ct or nonconformances, the affected item or part there of shall b e
redesigned, repaired or replaced by Service Provider in a manner and at a time a cceptable to
City.
13. Default . Ea ch and every term and condition he reof shall be deemed t o be a
material element of this Agreement. In the eve nt either party should fail or refuse to perform
according to the terms of this agreement, such party may be declared in default thereof.
14. Remedies. In the event a party has been de clared in de fault, such defaulting
party shall be allowed a period of to n (10) days within which to cure said default. I n the event
the default remains uncorrected, t he party de claring defa ult may ele ct 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 actio ns against the defaulting party, the defaulting party shall be
liable to the non -default ing party for the non -defaulting pa rty's reasonable attorne y fees and
costs incurred because of the default.
15. Bindinq Effect. This writing, tog ether with t he exhibits hereto, con stitutes the
entire agreement betwe en the parties and shall be binding upon said parties, their officers,
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 14 of 22
employees, agents and assigns and shall inure to the benefit of the resp ective survivors, heirs,
personal representatives, successors and assigns of said parties.
16.Indemnity/In surance.
a. The Ser vice Provider agrees t o indemnify and save harmless th e 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 th e
performance of any service hereunder.
b. The Service Provid er shall take all necessary precautions in pert orming the
work hereunder to prevent injury to persons and property.
c. Without limiting an y of the Service Provi der's obliga tions hereu nder, the
Service Provider shall provide and maintain insuran ce coverage naming the City as a n
additional insured under this Agreement of the type and with the limits specified within Exhibit B,
consisting of one (1) page, attach ed hereto and incorpor ated herein by this reference. Th e
Service Provider before commencing services h ereunder, shall deliver t o 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.
17. Entire Agreement. This Agreement, along with all Exhibits and other documents
incorporated herein, shall con stitute the entir a Agreement of the p arties. Co venants or
representations not contained in this Agreement shall not be binding on the parties.
18. Law/Severability. The laws of the State of Colorado shall govern the construction
interpretation, execution and enforcement of thi s Agreement. In the a vent any provision of this
Agreement shall be he Id invalid or unenforceable by any court of competent jurisd iction, such
holding shall not invalidate or render unenforceable any other provision of this Agreement.
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 15 of 22
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19. 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 e-Verify Program or Department
Program procedures to undertake pre -employment screening of job applicants while this
Agreement is being performed.
d. If Service Provider obtains actual knowledge that a subcontractor performing
work under this Agreement knowingly employs or contracts with an illegal alien, Service
Provider shall:
1. Notify such subcontractor and the City within three days that Service Provider
has actual knowledge that the subcontractor is employing or contracting with an illegal alien;
and
2. Terminate the subcontract with the subcontractor if within three days of
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 16 of 22
receiving the notice required pursuant to this section the subcontractor does not cease
employing or contracting with the illegal alien; except that Service Provider shall not terminate
the contract with the subcontractor if during such three days the subcontractor provides
information to establish that the subcontractor has not knowingly employed or contracted with
an illegal alien.
e. Service Provider shall comply with any reasonable request by the Colorado
Department of Labor and Employment (the "Department") made in the course of an
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.
20. Special Provisions. [Optional] Special provisio ns or conditions relatin g to the
services to be performed pursuant to this Agreement are set forth in Exhibit " ", consisting
of ( ) pages, attached hereto and incorporated herein by this reference.
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 17 of 22
ATTEST:
City Clerk
APPROVED AS TO FORM:
Assistant City Attorney
CITY OF FORT COLLINS, COLORADO
a municipal corporation
By:
James B. O'Neill II, CPPO, FNIGP
Director of Purchasing and Risk Management
Date:
By:
PRINT NAME
CORPORATE PRESIDENT OR VICE PRESIDENT
Date:
ATTEST: (Corporate Sea])
CORPORATE SECRETARY
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 18 of 22
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.
7231 Stage Rigging & Counterweight Arbors at the Lincoln Center Page 19 of 22
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City 0f
Fort
Financial Services
Purchasing Division
215 N. Mason St Floor
PO Box 580
Collins
Fort Collins, CO 8052522
970.221.6775
970.221.6707
Purchasing
fcgov.com/purchasing
ADDENDUM No. 1
SPECIFICATIONS AND CONTRACT DOCUMENTS
BID: 7231 Stage Rigging & Counterweight Arbors at the Lincoln Center
OPENING DATE: 3:00 P.M. (our clock), May 9, 2011
To all prospective bidders under the specifications and contract documents described
above, the following additions and changers are hereby made:
Addition to section 1.4 PREQUALIFIED INSTALLERS
• Norcostco, 4395 Broadway St, Denver, CO 80216 (303)-620-9734
Exhibit 1 — Bid Response Requirements & Service Provider Responsibility
Exhibit 2 — Technical Specifications
Exhibit 3 — Rigging Structural Drawings
Exhibit 4 - Rigging Photos
Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 or
jstephen@fcgov.com with any questions regarding this addendum.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN
STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS
ADDENDUM HAS BEEN RECEIVED.
EXHIBIT 1
BID RESPONSE REQUIREMENTS & SERVICE PROVIDER
RESPONSIBILITY
BID RESPONSE REQUIREMENTS
The following information is to be provided in the Bidder's response.
• Provide complete information on start up or commissioning of the new system
including any pertinent specifications (space requirements, floor tolerances, etc).
• Verify that installation will be overseen by manufacturer's authorized
representative(s).
• Minimum of five (5) references where your company has provided and installed a
system or systems similar to the one described in this bid.
• Complete pre -and post -sales support information, including availability of local
manufacturer support and warranty information.
SERVICE PROVIDER SHALL ALSO BE RESPONSIBLE FOR
• Project management and coordination which shall include, but not be limited to,
coordination of all work, layout and installation of theatrical rigging with other
adjacent work including but not limited to shell system, structural and auxiliary
connection steel (when applicable), light fixtures, HVAC equipment, water drains
and fire suppression system components.
• Ensuring that all equipment and installations shall conform to the National
Electrical Code (NEC), all applicable local building safety codes and OSHA
regulations, and Entertainment Services and Technology Association
(ESTA)/American National Standards Institute (ANSI) standards.
• Furnishing an Entertainment Services and Technology Association (ESTA)
Entertainment Technical Certification Program (ETCP) certified project manager
and/or head installer.
• Ensuring that installation shall be in accordance with manufacturer's instructions
and shall comply with all governing regulations and standards applicable to work.
• System shall be commissioned by the manufacturer (certified technician) or
manufacturer's authorized representative. Commissioning shall include but not
be limited to: confirming that all terminations are in accord with the
manufacturer's specifications, testing the operation of each lineset through its full
range of travel, setting normal and ultimate limits and testing stop and braking
functions.
EXHIBIT 2
TECHNICAL SPECIFICATIONS
LINCOLN CENTER
Performance Hall Stage and Technical information
417 West Magnolia
Fort Collins, Colorado 80521
Global Coordinates 40* 34' 55.40"N 105* 05' 00.00"W
www.ictix.com 970.221.6733
PLEASE NOTE: TECH SPECS ARE BEING REVISED AS OF
RENOVATION BEGINNING JULY 2010. ITEMS HIGHLIGHTED IN
YELLOW ARE LIKELY TO BE AFFECTED BY THIS REVISION.
Technical Director Gina Cochran Administration 970.416.2758
GCochran(a)fcgov.com Fax: 970.221.6373
Hours:
Administration Office and Scheduling Office: Monday - Friday, 8:00 am - 5:00 pm
Box Office: Monday - Saturday, 12:00pm noon — 6:00 pm (closed on Saturdays from
Memorial Day to Labor Day)
Information:
The Lincoln Center is a multi -venue performing and visual arts and conference facility,
owned and operated by the City of Fort Collins, a municipal corporation. The
Performance Hall, constructed in 1978, is a 1,180-seat, fan -shaped, multi purpose hall.
Directions to Lincoln Center:
Fort Collins is 60 miles north of Denver and .40 miles south of Cheyenne on Interstate
25. Take Exit 269 (Mulberry) west toward Fort Collins. Cross College Avenue (4 miles
west of 1-25) and continue west for three blocks. Facility is on the northwest corner of
the intersection of Mulberry and Meldrum Streets, with a large sign visible from the
corner. Enter the south parking lot via the driveway that opens onto Mulberry. A
"Theater Truck Loading Zone" just inside this driveway runs perpendicular to Mulberry
on the east side of the Mulberry pool. Stage door is on south side of building between
Lincoln Center and Mulberry Pool building. Global Coordinates of the Lincoln Center
are 40* 34' 55.40"N 105* 05' 00.00"W
Parking and Loading:
The dock is at street level, which is also stage level. There is neither ramp nor any
stairs. The loading door is twelve feet high and six feet wide. Two trucks can unload at
once, if they back into the alley either direction. Since the dock alley is a fire lane, trucks
must be moved after loading and unloading. Parking for one truck or bus/trailer
combination is allowed in the "Theater Truck Loading Zone" along the west edge of the
lot.