HomeMy WebLinkAboutresolution.council.062-01 RESOLUTION NO.
(SERIES OF 2001)
A RESOLUTION OF THE CITY COUNCIL OF ASPEN, COLORADO, APPROVING A
CONSTRUCTION CONTRACT BETWEEN THE CITY OF ASPEN AND SHAW
CONSTRUCTION LLC, AND AUTHORIZING THE CITY MANAGER TO EXECUTE
SAID CONTRACT ON BEHALF OF THE CITY OF ASPEN.
WHEREAS, there has been submitted to the City Council Construction Contract
between the City of Aspen, Colorado and Shaw Construction LLC, a copy of which is annexed
hereto and part thereof.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF ASPEN, COLORADO.
Section One
That the City Council of the City of Aspen hereby approves that Construction Contract
between the City of Aspen, Colorado, and Shaw Construction LLC, regarding the Iselin
Construction Contract, a copy of which is annexed hereto and incorporated herein, and does
hereby authorize the City Manager to execute said Contract on behalf of the City of Aspen.
Dated: ~ / ,2001.
I, Kathryn Koch, duly appointed and acting City Clerk do certify that the foregoing is a true
and accurate copy of that res~on adopted by the City of Aspen,
,2001.
Colorado, at a meeting held///~// ~ Council of the City
: ~ ~ Kathryn S. Ko~, Qityfi~lerk
CONSTRUCTION AGREEMENT
(Cost of Work Plus a Fee with
Negotiated Guaranteed Maximum Price)
THIS AGREEMENT, rnada and *atered 23rd day of May, 2001, by and between
the City of Aspen, Colorado, a home rule mtmicipality, herein after referred to as "the
City" or "Owner" and Shaw Construction LLC, herein after referred to as the
"Contractor."
The Project Title is: Iselin Pool and Ice Facility
The Architect is: Durrant Amhitects and DHM, Inc being the primary contact
The Owner and Contractor agree as follows:
ARTICLE !
THE CONTRACT DOCUMENTS
1.1 The Contract Documents and precedence of documents consist of this Agreement,
General Conditions of the Contract (General Supplementary and other Conditions),
Schedule A, Schedule B, Drawings, Specifications, Addenda issued prior to execution of
this Agreement; these Documents which are initialed by the City and Contactor form the
Contract, and are as fully a part of the Contract as if attached to this Agreement or
repeated herein. The Contract represents the entire and integrated agreement between the
parties hereto and supersedes prior negotiations, representations or agreements, either
written or oral. An enumeration Of ;lie C0n~i~Ct Documents, other than Modifications,
appears in Article 16. If anything in the other Contract Documents is inconsistent with
this Agreement, this Agreement shall govern.
ARTICLE 2
THE WORK OF THIS CONTRACT
2.1 The Contractor shall fully execute the Work described in the Contract Documents,
except to the extent specifically indicated in the Contract Documents to be the
responsibility of others. See Exhibit A, Scope of Work.
AllTICLE 3
RELATIONSHIP OF THE PARTIES
3.1 The Contractor accepts the relationship of trust and confidence established by this
Agreement and covenants with the Owner to cooperate with the Architect and exercise
the Contractor's skill and judgment in furthering the interests of the Owner; to furnish
efficient business administration and supervision; to furnish at all times an adequate
supply of workers and materials; and to perform the Work in an expeditious and
economical manner consistent with the Owner's interests. The Owner agrees to furnish
and approve, in a timely manner, information required by the Contractor and to make
paymcnta to the Contractor in accordance with the requirements of the Contract
Documents.
ARTICLE 4
DATE OF COMMENCEMENT AND SUBSTANIAL COMPLETION
4.1 The date of commencement of the Work shall be June 15, 2001, and subject to the
issuance of all applicable permits, unless a different date is stated in a Notice to Proceed
issued by the Owner.
4.2 The Contract Time shall be measured from the date of commencement.
4.3 The Contractor shall achieve Substantial Completion of the entire Work as
follows:
19 Months from start date.
ARTICLE 5
BASIS FOR PAYMENT
5.1 CONTRACT SUM
5.1.1 The Owner shall pay the Contractor the Contract Sum in current funds for the
Contractor's performance of the Contract. The Contract Sum is the Cost of the Work as
defined in Article 7 plus the Contractor's Fee.
5.1.2 The Contractor's Fee is:
The Work will be performed for a fee of 3.75% on the total development costs which
include labor, materials, subcontracted work, costs of permits, testing, inspections, and
fees for design by Durrant Architects and, DHM, and pursuant to Article 5, Article 7 and
Article 14. Upon acceptance of final pricing by the Owner the fee will established as a
Lllmp ~tlrll ltl~6~t sul~jeef {o adjushnenf only ~0y Change Orders. For Changes in the
work, in accordance with Article 10 of the General Conditions, initiated Owner, or
Owner Consultants, which result in increases to the Guaranteed Maximum Price, the
Contractor's Lump Sum Fixed Fee shall be at the rate of 3:75%. Upon final completion
of the Work, if the actual sum of the Cost of the Work (including the Cost of the Work
and the Contractor's Fee) is less than the Guaranteed Maximum Price (not including any
amounts for allowances which shall be paid as actuals), the difference ("Savings") shall
be allocated as follows:
· 30% of the difference shall be paid to Contractor
· The remainder of the difference shall be a reduction to the Guaranteed Maximum
Price
5.2 GUARANTEED MAXIMUM PRICE
CC7-001.doc Page: 2
5.2.1 The sum of the Cost of the Work and the Contractor's Fee is guaranteed by the
Contractor not to exceed Sixteen Million, eight hundred and eighteen thousand, eight
hundred and thirteen dollars 1516,818,813.00) subject to Schedule A, and subject to
additions and deductions by Change Order as provided ill thc toni;rani D0 umcnts. Such
maximum sum is referred to in the Contract Documents as the Guaranteed Maximum
Price (GMP). Costs which would cause the Guaranteed Maximum Price to be exceeded
shall be paid by the contractor without reimbursement by the Owner.
5.2.2 Unit prices, if any, are as follows: See Schedule A, Scope of Work
5.2.3 Allowances, ifany, are as follows: See Schedule A, Scope of Work
5.2.4 Assumptions, if any, on which the Guaranteed Maximum Price is based, are as
follows: See Schedule A, Scope of Work.
5.2.5 To the extent that the Drawings and Specifications are anticipated to require
further development by the Architect, the Contractor has provided in the
Guaranteed Maximum Price for such further development consistent with the
Contract Documents and reasonably inferable therefrom. Such further
development does not include such things as changes m scope, systems, kinds and
quality of materials, finishes or equipment, all of which, if required, shall be
incorporated by Change Order.
ARTICLE 6
CHANGES IN THE WORK
6.1 Adjustments to the Guaranteed Maximum Price on account of changes in the
Work may be determined by any of the methods listed in Article 11 of the General
Conditions.
ARTICLE 7
COSTS TO BE REIMBURSED
7.1 COST OF THE WORK
The term Cost of the Work shall mean costs necessarily incurred by the contractor in the
proper performance of the work. Such costs shall be at rates not higher than the standard
paid at the place of the Project except with prior consent of the Owner. The Cost of the
Work shall include the items set forth at Article 11.4 of the General Conditions and as set
forth below.
7.2 The rate for performance and payment bond from Contractor shall be a
reimbursable cost of the Work at the rate of 1.06% of the GMP.
7.3 Contractor's expenses for Warranty Liability Reserve are reimbursable cost of the
Work at a rate of 0.41% of the GMP.
CC7-001.doc Page: 3
7.4 Contractor's expenses for Umbrella and General Liability Insurance coverage
applicable to this project are reimbursable costs of the Work at a rate of thirty-six
hundredths of a percent (0.3 6%) of the GMP.
7.5 Costs for drug testing and screening of workers directly employed by the
Contractor per Contractor's Drug Screening Program and if required, workers directly
employed by subcontractors.
7.5 Cost of Safety Awards and Jobsite Incentive Programs paid to Contractor's field
supervisors and subcontractors on the Project.
7.6 Labor and Equipment Rates and Items established in Schedule B
ARTICLE 8
COSTS NOT TO BE REIMBURSED
8.1 The Cost of the Work shall not include items not set forth at Sections 11.4 of the
General Conditions.
8.2 Items not established in Schedule B or enumerated above in Article 7.
ARTICLE 9
DISCOUNTS, REBATES AND REFUNDS
9.1 Cash discounts obtained on payments made by the Contractor shall accrue to the
Owner if (1) before making the paymem, the Contractor included them in an Application
for Payment and received payment therefore from the Owner, or (2) the Owner has
deposited funds with the Contractor with which to make payments; otherwise, cash
discounts shall accrue to the contractor. Trade discounts, rebates, refunds and amounts
received from sales of surplus materials and equipment shall accrue to the Owner, and the
Contractor shall make provisions so that they can be secured.
9.2 Amounts that accrue to the Owner in accordance with the provisions of Paragraph
9.1 shall be credited to the Owner as a deduction form the Cost of the Work.
ARTICLE 10
SUBCONTRACTS AND OTHER AGREEMENTS
10.1 Those portions of the Work that the Contractor does not customarily perform with
the Contractor's own personnel shall be performed under subcontracts or by other
appropriate agreements with the Contractor. Section 6.9 and 6.10 of the General
Conditions sets forth the terms and conditions relating to the use of subcontractors.
CCT-001.doc Page: 4
ARTICLE 11
ACCOUNTING RECORDS
11.1 The Contractor shall keep fuil and detailed accounts and exercise such controls as
may be necessary for proper financial management under this Contract, and the
accounting and control systems shall be satisfactory to the Owner. The Owner and the
Owner's accountants shall be afforded access to, and shall be penuitted to audit and copy,
the Contractor's records, books, correspondence, instructions, drawings, receipts,
subcontracts, purchase orders, vouchers, memoranda and other data relating to this
Contract, and the Contractor shall preserve these for a period of three years after final
payment, or for such longer period as may be required by law. All information shall
remain in Contractor's office,
11.2 Owner is encouraged to review Contractor's records, books, correspondence,
instructions, drawings, receipts, subcontracts, purchase orders, vouchers, memoranda and
other data relating to this project on a quarterly basis.
ARTICLE 12
PAYMENTS
12.1 Progress Payments shall be made in accordance with Article 14 of the General
Conditions.
ARTICLE 13
FINAL PAYMENT
13.1 The Owner shall make final payments to the Contractor in accordance with
Article 14 of the General Conditions.
ARTICLE 14
MISCELLANEOUS PROVISIONS
14.1 Where reference is made in this Agreement to a provision of the General
Conditions or another Contract Docttment, the reference refers to that provision as
amended or supplemented by other provisions of the Contract Documents.
14.2 Payments due and unpaid under the Contract shall bear interest from the date
payment is due I30 days after receipt of request, excluding disputed items'} at a rate of 1%
per month.
14.3 Contractor contingancy is to cover unknown factors that may adversely affect
costs such as bidding of subcontracts and major material supply items, estimating
assumptions and ambiguities, construction scheduling problems, (manufacturer's delays,
strikes, disruptions, work area conflicts), weather, labor and equipment availability and
productivity. In generai, Contractor contingency is to be used for cost overruns not
generated or initiated by the Owner or its agents.
CC7-001.doc Page: 5
14.4 If either Owner or Contractor is required to commence an action of proceeding
against the other in order to enforce the provisions of this Agreement, the prevailing party
herein shall be entitled to recover all reasonable costs and expenses incurred in
connection therewith, including reasonable attorney's fees.
14.5 Notwithstanding other provisions of this Agreement, claims or disputes will not be
arbitrated.
14.6 The Owner's representative is:
Name: Ed Sadler, Asset Manager
Address: 130 S. Galena
Aspen, CO 81611
14.7 The Contractor's representative is:
Name: Clark Atkinson
Address: 760 Horizon Drive, Grand Junction, Colorado 8 t 506
14.8 Neither the Owner's nor the Contractor's representative shall be changed without
ten days' written notice to the other party.
ARTICLE 15
TERMINATION OR SUSPENSION
15.1 The Contract may be terminated by the Owner for cause as provided in Article 15
of the General Conditions; however, the amount, if any, to be paid to the Contractor
under this Agreement shall not cause the Guaranteed Maximum Price to be exceeded.
ARTICLE 16
ENUMERATION OF CONTRACT DOCUMENTS
16.1 The Contract Documents, except for Modifications issued after execution of this
Agreement, are enumerated as follows:
16.2 The Agreement is this executed Construction Agreement
16.3 The General Conditions are the City of Aspen General Conditions for
Construction Contracts.
16.4 Schedule A, Scope of Work and Schedule B CM Rates
16.5 The Supplementary and other Conditions of the Contract are those contained in
the Project Manual dated ., and are as follows:
See Schedule A
CC7-001.doc Page: 6
16.6 The Specifications are those contained in the Project Manual dated as in
Subparagraph 16.4 and are as follows: See Schedule A
16.7 The Drawings are as follows: See Schedule A
16.8 The Addenda, if any, are as follows: See Schedule A
Portions of Addenda relating to bidding requirements are not part of the Contract
Documents m~less the bidding requirements are also enumerated in this Article 16.
This Agreement is entered into as of the day and year first written above and is executed
in at least three original copies, of which one is to be delivered to the Contractor, one to
the Architect for use in the administration of the Contract, and the remainder to the
Owner.
t ~
Own (Signa ) Contractor (&gnature)
(Printed name and titled C_ ~'Printed name and titled
CCT-001.doc Page:"
SHAW
EXHIBIT A
May 22, 2001
Mr. Ed Sadler, JeffWoods and Steve Bossart
City of Aspen
130 South Galena Street
Aspen, CO 81611-1975
Re: Iselin Park Recreation Center
Dear Ed, Jeffand Steve,
Thank you for the opportunity to present the GMP Proposal for the Iselin Park Recreation
Center. The content of this letter will confirm the assumptions made in the scope of work
and the GMP.
Based on our meeting Friday, we have prepared a list of options, recapped on the Value
En~ineerin~ Log, for you to provide direction to Shav~ Construction and the Design Team
to an~end the current workscope. The GMP shown below represents the cost before
capturing any savings from the VE Log. The VE Log presents potential savings for items
that will be performed by the City or otherwise excluded from the GMP contract.
S CHED UL E
The project is assumed to start early June 2001 and be complete in approximately (18.5)
months.
DESIGN DOCUMENTS
Our price is in accordance with the following documents:
Drawings by Durant Architects as follows:
VOLUME I:
Sheets TS0.1 and TS0.2 dated 3/30/01. Sheets Cl.1 - C1.3, C2.1, C3.1, C3.2, C4.1,
C5.1, C5.2, C5.3 and C6.1 dated 3/16/01. Sheets C6.2 and C6.3 dated 2/26/01, C7.1
dated 3/28/01. Sheets L1-0 - L1-3, L2-0 - L2-3 dated 3/30/01. Sheet L2-4 dated
3/8/01. Sheets L2-5 -L2.8, SI.0, S4.0, Il. 1 -II.6, SEI-I, A01.1 -A01.3, AI.I.0 -
Al. 1.3, Al.2.0 - A1.2.2, Al.3.0 - A1.3.2, A1.4, A2.1.0 - A2.1.3, A2.2.0 - A2.2.2,
A2.3.0, A2.3.1, A3.1, A4.0 - A4.5, AS.1 - A5.13, A6.1 - A6.6, AT.1 - A7.9, A8.1 -
A8.4, A9.1.2, A9.2.1, A9.2.2, A9.3.1 dated 3/30/01. Sheets S0.1, SI.I.0,- S1.1.2,
760 I{orizon Drive · Grand Junction. CO 81506
Fax970-241-5618., www.shawconst.com
Phone 970-242-9236
Page 2 of I 1
S 1.2.0, S1.2.1, S1.3.0- S1.3.2, S1.4.0- S 1.4.2, S1.5.1, S2.1 -S2.3, S3.1 -S3.10 dated
3/8/01. Sheets TS0.1, TS0.2 dated 3/30/01
VOLUME I1:
Sheets TS0.1, TS0.2, MI.i, M1.2, M2.1 - M2.8, M4.1 - M4.6, M5.1 - M5.10, M6.1 -
M6.7, M7.1 - M7.6, E0.1, E0.1A, E0.2- E0.4, El.1 - El.6, El.8 -El.13, El.15,
El.16, El.18, EI.20 - E1.22, E1.25, E1.26, E1.28, E2.1, E3.1, FA.l, Pl.1 -Pl.10,
P2.1, P2.2, P3.1 - P3.5 dated 3/30/01.
Project Manual, Volume One and Two dated 3/30/01.
Addendum #I dated 4/13/01, #2 dated 4/25/01 and ~3 dated 4/25/01.
The Basis of Pricing
The price is based on the plans and specifications unless clarified or excluded below.
Division 02000 Sitework
2.1 The overlot grading will be performed by the City prior to mobilization of the
Earthwork subcontractor. Overlot grading is assunSed to include excavation of all
materials as directed by Shaw Construction, and to include subgrade prep below
finished floor for gravel prep by others. An elevation transition occurs at gridline 4
where the city will provide a 1½:1 (or otherwise in compliance with OSHA)
layback perpendicular to gridiine that will daylight at the finish floor elevation of
the pool deck. All other laybacks required will be completed perpendicular to the
building foundation, offset no less than 4' from the edge of the foundation, and will
daylight to natural grade using a 1½:1 slope.
2.2 Overlot grading by the City will not disturb native soil areas required for footings.
No allowances have been made to place structural fill in areas that require native,
undisturbed soils.
2.3 Final contouring and topsoil placement will be by the City. Areas to receive topsoil
will be graded bythe Earthwork subcontractor to +/- 0.5-feet for final grading by
the City.
2.4 (2,400) 1.f. of temporary construction fencing. The construction fencing currently
installed on the edge of Maroon Creek Road will be taken down in order to connect
utilities. Upon completion of the utility tie-in scope of work, the fence will be re-
installed.
2.2 The City will store excavated materials on site or on adjacent property as directed
by Shaw Construction for backfill by the Earthwork subcontractor, (approximately
(12,000) CY of cut materialsl to be used as structural and non-structural fill. The
City will export or balance all excess earthwork materials including utility and pool
spoils as required.
Page 3 of 11
2.3 Excavate for footings, walls, pools, pits.
2.4 Backfill footings, walls, pools, pits with native material.
2.5 Subgrade prep for concrete paved areas and crasher fines trails.
2.6 Road base for asphalt paved areas to within +/-0.1 feet of required elevation.
2.7 Crasher fines at walks.
2.8 Ice rink sand bed.
2.9 Perforated perimeter drain with gravel and "sock" mirafi subdrains routed to
basement storm sump pit.
2.10 Storm sewer system as follows:
a. (7) drop inlets
b. (60) 1.f. of 24-inch CMP.
c. (1,500) 1.f. of 18" storm line.
2.11 Traffic control and road cleaning is included.
2.12 Dust Control.
2.13 Hand excavation and compaction where needed
2.14 Installation and maintenance of erosion control fence
2.15 Site Utilities including:
a. Sanitary sewer (124) 1.f., with cleanout and connection to existing sewer on
property.
b. Gas service excavation and backfill for (493) 1.f. for others to install service
and meter.
c. Telephone and CATV site conduit (588) 1.f. to existing pedestal locations.
d. 8-inch water loop arouud building main (325) 1.f. connection to existing.
e. 8-inch water line tying into Moore road.
2.16 (5,436) s.f. of gray concrete drive 8" thick.
2.17 (19,380) s.f. of 4" thick gray concrete walks.
2.18 Bicycle racks.
Division 03000 Concrete
3.1 Continuous footings, and pad footings.
3.2 Concrete wails, pilasters, grade beams, and pool walls.
3.3 S.O.G. concrete
3.4 Equipment and locker pads
3.5 Normal weight concrete topping slabs on metal deck at all levels.
3.6 Broom finished gray concrete pan stair and landing in-fills
3.7 Miscellaneous grout including columns bases.
3.8 CIP stadium seating in ice rink.
3.9 Concrete sealer as shown.
3.10 Stained concrete in public areas with exposed concrete floor as shown and later
clarified by addenda.
Page 4 of 11
Division 04000 MasonrF
4.1 8-inch CMU partitions and structural walls.
4.2 Fireplace stone surround for island fireplace viewable from 4-sides to mantel
height.
4.3 Stone veneer exterior columns, laid with mortar backer on asphalt paper on 5/8"
plywood on battered 16 gauge prime painted studs. Top of columns will have vykor
lapped 24" over top of piers over asphalt paper. Air space vent at bottom of piers
will allow circulation of air in cavity. This assembly is included in lieu of concrete
pier with stone rubble in-fill.
Division 05000 Steel
5.1 Central Lobby: Structural Steel assuming composite structural system (normal
weight concrete).
5.2 Ice Rink: Pre-engineered building with manufacturers standing seam roof.
5.3 Swimming Complex: Single pitch bar joists.
5.4 Composite metal deck.
5.5 Elevator pit ladder, bolts, shims and elevator sills.
5.6 Loose lintels.
5.7 Pan type steel stairs and code required handrails.
5.8 Steel Handrails separating stadium seating from rear deck at ice rink.
5.9 Vanity top supports.
5.t0 Miscellaneous metals including expansion anchors, bolts and shims, HVAC
openings.
5.11 20x8x3/8 tube steel is not available in A588 grade. We will provide a fabricated
column made ofA588 plate.
Division 06000 Woods & Plastics
6.1 Rough carpentry and blocking.
6.2 Architectural Millwork and casework including birch accent panels in lobby.
6.3 Plastic laminate casework with melamine interiors and 32mm system holes. Note
the detail A7.8 indicate wood cabinets but all floor plans indicate plastic laminate.
Division 07000 Thermal & Moisture Protection
7.1 Sheet membrane with 2-inch (RI0) 60 PSI insulation vertical waterproofing
including wall prep (grinding and patching).
7.2 45-mil white reinfomed TPO membrane roofing with Westile ballast pavers at flat
pool roof.
7.3 24-gange standard color pre-finished wall panels.
7.4 24-gange standard color pre-finished steel Englert Series 1300 mechanically
seamed roofing.
Page 5 of 11
7.5 24-gauge standard color pre-finished steel Morin AA-12 flush seam all panel with
one inch reveal.
7.6 18-gauge Corten corrugated wall panels with flashings and trim.
7.7 R38 batt with "gym-guard" vapor barrier at Ice Rink Roof.
7.8 R19 batt insulation with "gym-guard" vapor ban-ier at Ice Rink walls.
7.9 R19 batt insulation with 4-ml plastic vapor barrier in exterior walls.
7.10 Rigid roof insulation as shown.
7.11 All flashing is pre-finished Kynar or equivalent.
7.12 Exterior caulking from standard colors.
7.13 Chinking of all windows and doors with batt insulation.
7.14 Roofing including:
a. Painted metal on all mono-pitched roof areas with rigid insulation.
b. Corten on gabled roof areas and over central lobby / common areas.
c. On all flat roof areas, tapered EPS insulation under EPDM.
7.15 Waterstop at pool floor/wall cold-joint interface.
Division 08000 Doors & [Findows
8.1 (33) Knock down drywall hollow metal frames.
8.2 (2) Welded frames with sidelite.
8.3 (3) Welded frame with hollow metal mullion.
8.4 (85) face welded three sided frames
8.5 (31) Welded borrowed lite windows.
8.6 (104) metal door leafs.
_ 8.7 (41) Architectural solid core doors by VT industries
8.8 (5) economy hollow core doors.
8.9 All hardware sets are indicated and will be supplied with steel hinges.
8.10 Locksets and latch sets are 93K Series.
8.11 Total of(l) Comell Model PFW-SF-22 GP insulated overhead coiling service
doors.
8.12 Total of(l) Comell Model PBI-1F-22 GP insulated counter shutter.
8.13 Total of(2) Comell Model MFW-6F-22GP insulated overhead automatic doors
with factory polyester primer and field paint finish,
8.14 Kawneer Trifab 451T thermal break storefi'ont in clear anodized finish.
8.15 Kawneer Trifab 450 non-thermal break storefront at interior aluminum frames.
8.16 Kawneer 1600 wall in clear anodized finish at one elevation
8.17 Kawneer 350 medium stile entrance doors in clear anodized finish with hardware
by manufacturer.
8.18 Kawneer 8225TL windows in clear anodized finish, with screens as indicated in
window schedule.
8.19 Thermal window sliding windows in clear anodized finish.
8.20 Clearline window operators on (56) windows, (6) at each peak between grids 2 and
3 on the north and south elevations, (32) between grids B and ~ on the west
elevation, (12) between F and J on the east elevation at main entry.
Page 6 of 11
8.21 (2) Horton series 2110 belt drive sliding automatic bi-part door sets.
8.22 Guardian LE 63 Sungard insulated glass, tempered where required by code.
8.23 (24) operable windows in room 300. No Clearline operators for these windows.
8.24 (9) 10'0" wide x 10'0" high, 5-section, 4-panet Ann-K-Lite Titan Model Sectional
doors with I/8" double strength glass, clear anodized aluminum frames, chain hoist
operated and chain keepers.
8.25 (4) 8' x 8' Kalwall 2 ~" translucent panels systems designed for live load and wind
load of 30 pounds with 12" x 24" panels.
Division 09000 Finishes
9.1 Exterior 16-gage metal smd framing system.
9.2 Interior 20-gage metal stud framing system.
9.3 GWB beam wraps where shown.
9.4 GWB ceilings as shown on reflected ceiling plans.
9.5 Tile as shown in plan elevations.
9.6 Single color paint on all walls and fin/shed ceilings.
9.7 Drywall wrap windows (no window casing).
9.8 FRP at Kitchen walls.
9.9 Sealed and stained concrete floors as shown on floor plans and as modified in
addenda.
9.10 Painting as specified.
9.1 t (13,503) s.f. skate flooring.
Division 10000 Special Conditions
10.1 One knox box for Fire Deparunent
10.2 One Gas frreplace unit and flue through top of roof.
10.3 Pool Area and Ice Rink lockers shown on plans excluding those labeled "Owner
provided/installed". Colors to be from manufacturer's standard colors.
10.4 Fire extinguisher cabinets and extinguishers.
10.5 Bathroom accessories including resrroom partitions.
Division 11000 Equipment
11.1 Housing appliance allowance of $3,765 for Kitchen equipment and clothes washer
and dryer.
I 1.2 Allowance of $2,000 for Youth Center kitchen appliances
Division 12000 Furnishings
12.1 (73) Hunter Douglas 1" horizontal aluminum blinds.
12.2 (12) Hunter Douglas PT2000 PVC vertical blinds
[2.3 (4) Aluminum Entrance mats and frames.
Page ? of 11
12.4 Stadium seating at Ice Rink in accordance with specifications.
Division 13000 Special Construction
13.1 Dasher board systems with aluminum frame.
13.2 Ice dnk mechanical system including condenser/cooling tower, compressor, heat
exchangers, motors, pressure controls, and temperature controls.
13.3 Sauna finishes and equipment
13.4 Steam room equipment
13.5 Clearwater Tech CD-150SNO ozone system.
13.6 (1) 24"x48: Bulk feed tank.
13.7 Chem Control -CTP C3000
13.8 Filters PF-i through PF5
13.9 Heat Exchanger HE1 through I-~E3
13.10 Pumps P201 throughP224.
13.11 (24) Skimmers ACFAB Bermuda 2" white gunite skimmers
13.12 (52) Hayward SP 1425 adjustable floor jets.
13.13 (52) Hayward SP 1425S Adjustable floor inserts
13.14 (15) Hayward SP-1033 18xt8 frame and grates.
13.15 (3) Hayward SP 1031 9x9 frames and grates.
13.16 Spigot sprayer
13.17 Tee cup
13.18 Lemon Drop
13.19 Massage Spray
13.20 (32) Jacuzzi jets
13.21 Geysers
13.22 30 Hydro air jets
13.23 (5) waterway Old Faithful jets
13.24 (4) Pool StairRall
13.25 (4) Spa Stair Rail
13.26 (4) sets California style rails
13.27 (20) SR smith 622094001 ladder steps
13.28 (6) starting platforms
13.29 (5) lane ropes
13.30 Lane rope reel
13.31 1 -meter diving board and stand
13.32 Pool plumbing
13.33 Allowance of $813,000 for rock climbing structure and finish.
13.34 (1,370) s.f. ofscnipted rock and (4) aspen trees 12' 16 feet tall as shown on Pl.4
13.35 (15) posts with railing.
Division 14000 ConveFing
14.1 (1) Otis LVIVl-4500 system with series 3 cab including patterned stainless finish,
battery-return uuit, (1) car operating panel
Page 8 of t 1
Division 15000 Plumbing & Heating
15.1 Design Build of Sprinkler Fire Protection.
15.2 Heating, ventilation and plumbing.
15.3 Ice rink mechanical system.
15.4 Desiccant Dehumidification system.
Division 16000 Electrical
16.1 Site 1/ghting with alternate cedar post (specified post cannot be found).
16.2 Electrical power distribution and pre-wiring of CATV and phone.
16.1 Allowance of $40,250 for underwater lighting.
16.2 Labor, wiring, and conduit (where required) to install lighting and control hardware
as shown on plans.
Division 18000 AdditionaI Allowances
18.1 Total allowance of $466,300 for pool wall concrete at surge tanks, family pool
walls, lap pool walls, swirl pool walls, waterstop, zypex, pool p~pe encasement,
pool slabs on grade, thickened edges and copings, stairs and benches integral to
pools, saunas, and vortex pools, epoxy coatings at pools and surge tanks, and pool
tile.
18.2 Total allowance of $350,000 for Contractor Contingency to be used at the
discretion of the Contractor for unknown factors that may adversely affect costs
such as bidding of subcontractors and material supply items, estimating
assumptions and ambiguities, construction scheduling problems, (manufacturing
delays, strikes, disruptions, work area conflicts) weather, labor and equipmenl
availability and productivity. In general, Contractor Contingency is to be used for
cost overruns not generated or initiated by the Owner or it's agents.
Division 01000 General Conditions
1.1 Project Supervision and Project Management.
1.2 Tc~mporary utilities for electricity, heating, phone.
1.3 Temporary office, facilities for construction including phone, copier, fax, portable
toilets, safety and general use lighting.
1.4 Temporary fire protection.
1.5 First aid, safety program and safety equipment.
1.6 Tools and equipment rental and consumables for general construction.
1.7 Job vehicles.
1.8 Rough clean, trash haul and finish clean.
1.9 Blue prints, as-built drawings and Operation Manuals including O&M Orientation
Video for Building Engineer and Management.
1.10 Job photographs.
Page 9 of 11
1.11 General construction weather protection and snow removal.
Additional Assumptions
1 Worker parking will be available.
2. Sufficient water pressure to supply fire protection system without need of fire
pump.
3. CAD drawings will be provided for use as backgrounds for shop drawings and
submittals by all trades.
4. Due to the short construction schedule, submittals will need to be completed within
ten working days upon submission. If a submittal is required to be resubmitted, a
response will be provided in five working days. No more than six sdbmittal cop~es
or samples will be submitted. At least three submittals or samples will be returned
to contractor.
5. Steel and steel erection shop drawings submittal and approval procedure shall be in
accordance with section 4 of the AISC Code of Standard Practice in the Manual of
Steel Construction 9th edition, pages 5-250.
6. Project Record Documents will be used daily for construction purposes.
7. The scope of the birch column wraps, and beam wraps in room 212 is not
completely elevated. We have estimated the amount of paneling required.
8. Work p~formed by the City or others will be performed in accordance with the
contract documents and in accordance with the Canstmcfion Schedule. Shaw
Construction assumes no risk for work performed by the City or by others.
The Following Items are not included
1 Building Permits, Plan Review Fees, State or Federal Permits, Tap fees, or project
exactions, development fees, fees owed to special districts, CATV or Phone
companies.
2. Design calculations, manufacturing instructions, schedules, compliance with
specifed standards, notation of coordination requirements, and templates and
patterns for submission during submittal process.
3. Product schedule or lists as defined in Specifications Section 01330.
4. Mockups of work and finishes.
5. Professional Engineer's review, and approval of shop drawings, and submittals.
6. Maintaining use of existing paths and trails within limits of construction.
7. Approval and agreements with adjacent landowners for use or encroachment on
their property. The City will provide copies of written agreements with adjacent
landowners prior to Requesting Shaw Construction to encroach on land not owned
by the City of Aspen.
8. Temporary humidity control.
9. Project Specifications including addenda and contract modifications noting changes
throughout the work.
10. Collecting samples for testing and providing labor for testing laboratory services.
Pag~ 10 ofll
11. PVC membrane at foundation drains.
12. Surveying of site to establish legal 1/mits.
13. Natural gas service and meters.
14. Relocation of water, sanitary or storm sewer, phone, CATV, Electric or gas utihty
mains
15. 8" DIP irrigation line extension south of the building to be build to scnwice ball
fields and as shown m plans prepared by McLaughlin Water.
16. Rock Removal in excess of 1 cubic yard in size.
17. Unknown subsurface conditions such as buried waste/debris.
18. Dewatermg
19. Storm pond, riprap outlets and overflow.
20. Landscaping, irrigation, boulder walls, and site walls.
21. Asphalt paving and marking.
22. Bridges (concrete for abutments for entrance bridge is included).
23. Site furnishings other than bike racks.
24. Masonry and/or stone shown on the landscaping plans.
25. Acoustical ceilings or walls other than Tectum system
26. Fiuish flooring or ceilings in stairwells (painting of steel and GWB walls are
included)
27. Factory finished primer on welded wire fabric.
28. Metal grates shown on 14/Al.l.1 for snowmelt pits. None are shown on mechanical
plans.
29. Architectural columns shown on Detail 14/A7.9. This detail conflicts with
structural plans.
30. Kitchen casework as defined in Specification Section 12356.
31. AW1 system TR-6 finish for casework and millwork. A TR4 finish is provided
except at hocky locker room benches which will receive a urethane finish.
32. Specification section 07412-3 section 2.3. Metal to metal contact may occur.
33. All 4" foundation insulation (e are providing 2" insulation).
34. Waterproofing at the exterior retaining wall shown on sheet L2-6.
35. Special color finishes on metal wall and roof systems.
36. Tile in rooms 120 & 127.
37. Entrance sign and pedestal.
38. Bus shelters.
39. Trash dumpsters or compacting equipment at trash enclosures
40. Security or sound systems.
41. Telephone handsets and equipment systems.
42. Public Improvement Bonds
43. Builder's Risk Insurance
44. Plaster at any location
45. High performance or firelite glass
46. Engineering for storel~ont and curtain wall systems other than Kawneer% standard
engineering.
47. Emergency generator or lobby pressurization.
Page 11 ofll
48. Capstone turbine and ancillary wiring.
49. Restaurant equipment.
50. Seismic specification section 16071.
51. Blockouts called out in keynote 20, sheet Al. I. 1. This keynote conflicts with
electrical plans.
52. All sound equipment and wiring, except rink sound rough in as shown.
53. All interior lighting hardware and controls.
The GMP for the scope of work defined above = $17,348,775.00
Items. deleted fi~om the GMP, noted on the
= ~,q6,~~"~(~ Value Engineering Log attached, equal~a credit
The amended GMP including accepted Value Engineering --~/(~
We sincerely look forward to working with you in making the Iselin Park Recreation
Center a success for the community of Aspen.
Sincerely,
SHAW CONSTRUCTION
Eric Marquez, P.E.
Project Manager
cc: Clark Atkinson, Rich Keller, Steve Meyer
SHAW
Grand Junction, CO 81506
Phone: (970) 242-9236
.I =~--- ', '~ ---I-~ Fax: (970)241-5618
Iselin Pool and Ice Center
City of Aspen
Work performed by City
The following items are excluded by Shaw Construction as work to be performed by others or directly
bY the City of Aspen.
1. Demolition and removal of debris resulting from existing structures.
2. Overlot grading.
3. Surveying for overlot grading.
4. Asphalt Paving and Marking including blue top, red top ~taking.
5. Removal of rocks greater the one-cubic meter in size.
6. Providing and installing gravel at walks not receiving crusher fines or concrete pavement.
7. Boulder wails
8. Boulder bollards
9. Landscaping, irrigation, site furnishings and landscape boulder placement.
10. Masonry and CMU walls exterior to the building.
11. Fire pit.
12. Stone walls.
13. Bridges.
14. Irrigation supply pipes and power for irrigation system.
C:\userXProjects\153 l-IselinkForms&Standard Lettcrskltems perfromed by City.doc May 18, 2001
SCHEDULE B
CM RATES
Principa] $147.00/hr
Manager of Construction Sexvices $120.75]hr
Construction Project M~nager $105.00/hr
Assistant Project Ma.nag~r $7&75/hr
C~teral Suge_,'intend~nt $105.00/hr
Project Superiateadeat $94.~0/hr
Projcet At.mutant $57.75/hr
Proj~t Clerk $42.00Par
Saf~ Director $84/'ax
Labor $29.05Par
Travel RT CxY - _~pea ; $168tTrig
Overtime Rates 1.5 x base rate
Persermel Vehicle $66LS/mo/Suptd, Proj Mgr
Field Computer I-Iardwa~Saftware $278[mo/statioa
Field Radio '$150/mo/anit
Fax $11 O/mo
Copier $160/~o
Ferklffi $7,350/mo
Frost Blankets $30/mofelanket
NOTES:
*:o All rates are subject to a 5% me per annum, effective January 1 of each year
-:o Overt/ane Rates do not apply to Principal or Manager ~f Coastractioa Services