HomeMy WebLinkAboutresolution.council.030-01 RESOLUTION NO.
(SERIES OF 2001)
A RESOLUTION OF THE CITY COUNCIL OF ASPEN, COLORADO, APPROVING AN
AMENDMENT TO THE CONSTRUCTION AGREEMENT BETWEEN THE CITY OF
ASPEN AND SHAW CONSTRUCTION, LLC, AND AUTHORIZING THE CITY
MANAGER TO EXECUTE SAID AMENDMENT TO THE AGREEMENT ON BEHALF
OF THE CITY OF ASPEN.
WHEREAS, there has been submitted to the City Council an Amendment to the
Construction Agreement between the City of Aspen, Colorado and Shaw Construction, 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 an Amendmem to the
Construction Agreement between the City of Aspen, Colorado, and Shaw Construction,
regarding the Tmscott project, a copy of which is annexed hereto and incorporated herein, and
does hereby authorize the City Manager to execute said Amendment to the Agreement on
behalf of the City of Aspen.
Dated: t..~'~,4~..~ ~_.~Z_ , 2001.
I, Kathryn Koch, duly appointed and acting City Clerk do certify that the foregoing is a tree
and accurate copy of that resolutio~n ~adopted by the City CounCil of the City of Aspen,
Colorado, at a meeting held ,~ ~ ,2001.
Kathryn S. J~och, City Clerk
AMENDMENT #1
CONSTRUCTION AGREEMENT
(Cost of Work Plus a Fee with
Negotiated Guaranteed Maximum Price)
THIS AGREEMENT, is revised and entered this 26th day of March
2001, by and between the City of Aspen, Colorado, a home role municipality, herein after
referred to as "the City" or "Owner" and Shaw Construction LLC, herein after referred
to as the "Contractor."
The Project Title is: Tmscott
The Architect is: Lofts Engineering, Sopris Engineering, Ted Guy & Associates,
Charles Cunrfiffe Architects and DHM being the primary, contact
The Owner and Contractor agrees to amend the contract as follows:
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 as amended and attached.
ARTICLE 4
DATE OF COMMENCEMENT AND SUBSTANIAL COMPLETION
4.1 The date of commencement of the Work shall be March 1, 2001 and subject to the
insurance 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:
Highway 82 and temporary signalized intersection will be Substantially Complete
(excluding landscaping and permanent signalized intersection) not later than August 1,
2001, subject to weather allowing the placement of pavement pursuant to CDOT
specifications by April 15, 2001, and subject to adjustments of this Contract Time as
provided in the Contract Documents. Pavement commencing after April 15, 2001, due to
weather delays will postpone the Date of Substantial Completion day for day.
Site work adjacent to Housing and the Golf Clubhouse will be Substantially Complete
concurrent with the Substantial Completion of those buildings. This contract is
CC7-001.do¢ Page: 1
anticipated to be amended to include work to complete the Golf Clubhouse and Housing
Units.
Work on the Clubhouse and Can Barn shall be completed as set forth in attachment "A"
to this agreement.
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, cost of permits, testing, inspections, and
fees for design by Sopris Engineering, Loris Engineering, DHM, Ted Guy & Associates
and Charles Cunniffe Architects and pursuant to Article 5, Article 7 and Article 14.
Upon acceptance of final pricing by the Owner the fee will established as a Lump Sum
amount subiect to adiusunem only by 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 %. Deductive changes
will be net cost without any reduction in Contractor's Fee. 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
5.2.1 The sum of the Cost of the Work and the Contractor's Fee is guaranteed by the
Contractor not to exceed Twelve Million, Eight Hundred Ninety-Six Thou~anct and
One Dollars ($ 12,896,001.00 ), subject to Schedule A, and subject to additions and
deductions by Change Order as provided in the Contract Documents. 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
CC7-OOLdoc Page: 2
5.2.3 Allowances, if any, are as follows: See Schedule Al 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 in scope, systems, kinds and
quality of materials, finishes or equipment, all of which, if required, shall be
incorporated by Change Order.
All other conditions of the onginal Contract remain in full force and effect.
16.8 The Addenda, if any, are as follows:
Number: 1 Date: March 26, 2001
Portions of Addenda relating to bidding requirements are not part of the Contract
Documents unless 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 cop~es, of which one is to be delivered to the Contractor, one to
the Architect for use m the administration of the Contract, and the remainder to the
Owner.
Owrlre'r (Signature) Con~l~6r (Signature) ~.~'__- - w~.
fPrinted name and titled ' fPrinted name and title)
CC7-001.doc Page: 3
SHAW
SCItEDULE A
March 19, 2001
Ed Sadler
City of Aspen
130 South Galena Street
Aspen, CO 81611
Dear Ed:
Thank you for the opportunity to present the GMP for the Aspen Golf and Tennis
Clubhouse Project in Aspen.
We have produced this estimate based on the drawings dated February 13, 2001 by
Charles Cnnniffe Architects. As you are aware, this estimate is a result of several months
of coordination meetings, value-engineering efforts, and the work of your design
consultants. We have tried to incorporate additional information from these meetings,
telephone conversations, subsequent drawing issues, and our interpretation of the design
intent.
The content of th/s book will explain any assumptions made in our Determination of the GMP
Cost Estimate.
SCHEDULE
~ The project is assumed to start in Mid-April, 2001 with Substantial Completion in
Mid-March, 2002.
DESIGN DOCUMENTS
Our price is in accordance with the following documents:
1. Workscope letter, SCHEDULE A,
2. Aspen Golf/Tennis and Nordic Facility Construction Documents from Charles
Cunniffe Architects (CCA) as follows: A0.1, L1.0, L2.0, A0.2, A2.1 to A2.3, A3.1,
A3.2, A4.1, A4.2, A6.1, A6.2, A7.1, A8.1, A8.2, A9.1 to A9.5, Al0.1 to Al0.4, and
Construction Project Manual dated 2/13/01 and Aspen Golf Cart Barn Construction
Documents from CCA as follows: CB2.1, CB3:1, and CB9.1.
3. Structural Documents from Martin Designs as follows: S1 to S5 dated 2/13/01.
760 Horizon Drive · Grand Junction, CO 81506
Fax 970-241-5618 · www.shawconst.com
Phone 970-242-9236
4. Mechanical and Electrical Drawings for the Aspen Golf/Tennis and Nor(flC Facility as
follows: MI.1 to M1.4, M2.1, M2.1, El.I, El.2, and E2.1 to E2.4 and for the Aspen
Golf Cart Barn as follows: M2.1, El.1 and E2.1 from Beaudin Ganze dated 02/13/01.
5. For Information Only - Kitchen layout drawings by Katz Company: K. 1 to K.5 dated
02/02/01.
We have incorporated verbal discussions with your Team members, as much as possible
to reflect your vision for the work, and have defined these corresponding assumptions as
much as possible in this letter. Where an allowance is noted, it includes both labor and
materials.
The following description blends the estimates into one comprehensive project.
The [ollowing items are included:
SITEWORK - AGTC
· Mobilization.
· Footing excavation and store soils on site (existing tennis court area or existing
parking area) for re-use during backfill.
· Temporary Fencing is included as required for pedestrian and public safety.
· Backfill walls and footings with native material.
· Gravel prep 4" thick for slabs on grade and Load Dock SOG (All gravel prep for site
hardscape is in Site & Utilities Estimate).
· Poly barrier 6 ml thick under interior slab on grade.
· Hand excavation and compaction where needed.
· Perforated perimeter drain with gravel and "sock" mirafi subdralns routed to Site
Utilities Storm Sewer.
· Surveying
· Utility work inside 5 feet of the building perimeter is included in Divisions 15 & 16.
· Soil thawing/heating, tenting, and weather protection associated with excavation and
backfill.
SITEWORK - Cartbarn
2
· Footing excavation and store soils on site (existing tennis court area or existing
parking area) for re-use during backfill.
· Signage is included as required for pedestrian and public safety.
· Backfill walls and footings with native material.
· Gravel prep 4" thick for slabs on grade (All gravel prep for site hardscape will be in
Site & Utilities Estimate).
· Poly barrier 6 ml thick under interior slab on grade.
· Hand excavation and compaction where needed.
· Perforated perimeter drain with gravel and "sock" mirafi subdrains routed to Site
Utilities Storm Sewer.
· Surveying
· Utility work inside 5 feet of the building perimeter is included in Divisions 15 & 16.
· Soil thawing/heating, tenting, and weather protection associated with excavation and
backfill.
CONCRETE - AGTC
· Individual Spread Footings at interior locations and continuous concrete footings
below foundation walls.
· Cast in place walls, wall stiffeners, and pilasters (Haunches excluded).
· 4" thick Slabs on grade with Welded Wire Fabric Reinforcing.
· All concrete is 3,000 psi standard concrete.
· Equipment Pads
· Normal weight concrete slabs with colored strip pattern at the exterior decks
· Anchor bolt templates and miscellaneous grout including column bases.
· Exterior Stairs on Grade at Northeast, Southeast, West, and South sides of the
building.
· Tent and Heat associated with concrete curing per ACI Cold Weather Provisions..
CONCRETE ~ Cartbarn
· Continuous concrete footings below foundation walls.
· Thickened Slab 8" x 1'-4" below non-beating CMU walls at Maintenance and Wash
Bays
· Cast in place frost walls on three sides, and 8'0" high wall on the South side.
· 4" thick Slabs on grade with Welded Wire Fabric Reinforcing.
· All concrete is 3,000 psi standard concrete.
· Anchor bolt templates and miscellaneous grout including column bases.
· Tent and Heat associated with concrete curing per ACI Cold Weather Provisions..
MASONRY - AGTC
· Fully Grouted, reinforced normal weight 8"CMU below grade at exterior.
· Fully Grouted, reinforced normal weight 8" split-face, tan colored CMU above grade
at exterior deck and stair walls (Two-sided where exposed on two sides).
· CMU Wall caps at building perimeter decks.
· Alternate #1 - 5 1/2" Stone Veneer (depending on availability) masonry as shown
including:
i. Stone veneer at main fireplace and chimney.
2. Two-sided Hearth.
3. Standard grey mortar.
4. Standard three tab galvanized veneer anchors
MASONRY - Cartbarn
· Partially grouted, nominally reinforced normal weight 6 feet high, 8"CMU walls at
the interior wash and maintenance bay walls.
STEEL - AGTC
· Steel beams and columns as shown on construction documents.
· Erection of Structural Steel.
· Miscellaneous fabrications as follows including shop applied red oxide primer:
1. (1) Ladder
2. Railing
· Decorative rail at patios
· Ramp railing
· Pipe railing at Stairs
· Steel Bases for Wood Posts
· Cast Iron Railing Brackets at Interior Stair
3. Decorative Truss Connectors
· Miscellaneous metals including expansion anchors, bolts and shims, fireplace lintels,
and foundation perimeter steel angle.
STEEL - Cartbarn
· Pre-Engineered Metal building with standing seam roof, gutters and downspouts l~om
manufacturer standard profiles and colors. Metal wall panel shall be screwed 26
gauge panels.
· Miscellaneous metals including expansion anchors, bolts, and shims.
· Allowance of $2,250 for racks and shelves.
WOODS & PLASTICS - AGTC
· Roof is combination of prefabricated tresses, "stick" l~ame, decorative tresses, and
decorative roof members.
· Floors to be framed with engineered lumber with ~" sheathing as shown on structural
documents.
· Wall framing will be 2x4 at interior, 2x6 at interior plumbing, and 2x6 at exterior
with 5/8" sheathing.
· Fire retardant treated plywood behind (future) stone veneer.
· Wood frame stairs.
· Timber Beams, Purlins, and Columns from #2 grade Spruce or Dougfir including
tresses as shown. (These timber members will check and split naturally as they
acclimate to Aspen.)
5
· Exterior trim using RS WR cedar fire retardant treated, pre-stained, as shown
including:
1. Standard tight knot (STK) RS WR Cedar 5/4 x 12" nominal siding.
2. STK grade RS WR Cedar at window and door trim, fascia, soffit fascia
3. T&G #2 and better grade 2x6 pine exterior ceiling at decks areas
4. T&G STK grade lx6 cedar decking at soffit locations
5. Cedar Posts and patio top rail
6. STK grade Channel Rustic Cedar for fence construction
7. STK grade Cedar for Wood Patio Railing & Posts
· Interior Trim from furniture grade, #2 select knotty pine as specified including: 1. Crown Mould and Base
2. Door and window casing
3. Window sill/apron and jamb extensionsStair Skirt, Rail, and Wall Cap
· Casework as specified including: 1. Foyer display cases (design-build), including glass and hardware
2. Men's 68" Countertop w/Brackets
3. Women's 85" Countertop w/Brackets
4. Three Pro Office Countertops (150", 99", 78")
5. Pro Shop Display Counter 6'-2"
6. Back Counter Area- 18'-4" Base Cabinets, 11' Countertop, 13' Countertop
7. Restaurant Pass Through Top
· Framing hardware, small tools, forklift rental, material handling, safety equipment
and weather protection.
WOODS & PLASTICS - Cartbarn
· Misc. Blocking and fasteners, forklift rental, material handling, and weather
protection.
THERMAL & MOISTURE PROTECTION - AGTC
· Horizontal and vertical return waterproofing on elevated patio deck over work area
entry and patio above interior space using Bituthene waterproofing system and Delta
#9000 protection board. (includes Overnight water test)
· Vertical wall waterproofing using TuffNDri fluid applied membrane and 2 3/8" rigid
integral drainage board (RI 0) full height of Basement and Crawlspace foundation
walls.
· Insulation including: 1. R38 Unfaced batt insulation to sloped and .flat roofs.
2. R21 Unlaced batt insulation to the 2 x 6 framed exterior walls of the house,
including boxsills with 6 Mil poly vapor barrier to the exterior walls and ceiling.
6
3. R19 Unfaced batt insulation to crawl space, boxsills and floor joists with 6 Mil
poly vapor barrier to the crawl space dirt.
4. R11 Kraft faced batt insulation to the interior walls as follows:
a. Bathrooms.
b. Stair Walls.
5. R19 Unlaced batt insulation to the overhangs.
6. R19 Unfaced bart insulation to the midfloors.
7. R19 Kraft faced batt insulation to double framed wall between bathrooms.
8. R21 Unlaced batt insulation to crawl space common wall and 6 mil poly.
9. 2 ½" Rigid insulation to fun'ed concrete at concrete common wall and 6 mil poly.
10. Polyvent baffles at eaves to protect soffit vents.
11. Including chinking of all window and doors.
· Roofing including: 1. On ail flat roof areas, tapered rigid insulation (3" minimum) with ballasted 60-ml
EPDM and 5 year warranty.
2. Ice and water shield and "Ambassador" Shingles by Certainteed, as shown.
3. Ice and water shield, slip sheet, and 22 ga. corrugated metal roofing as shown.
4. 24 gauge prefinished Kynar 500 flashings
5. Three shed roof with Superinsulated (3" rigid polyiso w/7/16, nail base) Roofing
system
· Exterior caulking and interior caulking from standard colors.
· Sheet metal including parapet cap and flashing at all exposed flashing areas.
· Three Chimney Cap Assemblies
· Snow clips as shown
· Gutter & Downspout
THERMAL & MOISTURE PROTECTION - Cartbarn
· Vertical wall waterproofing using TuffNDri fluid applied membrane and 2 3/8" rigid
integral drainage board (RI0) full height of South Wall.
· Roof insulation as required in Maintenance and Wash Bays.
· Standing Seam metal roofing and gutters & downspouts from manufacturer standard
colors as part of Prefabricated Cart Barn Wall AssemblyCaulk and Sealants as
required at slab joints, isolation joints, and door frames.
· Wail insulation as part of Prefabricated Cart Barn Wall Assembly
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DOORS & WINDOWS - AGTC
· Doors shown and as follows:
1. Total of(4) standard gauge and thickness interior HM door leaves and welded
frames.
2. Foyer Entry Door w/Transom (2 leaves)
3. Total of(7) Eastern White Pine and Birch wood doors
4. One wood, two-panel pocket door
5. Seven Sierra-Pacific SDL Glass doors as scheduled
6. A manually operated Overhead dock door and three manually operated interior
coiling doors.
7. One crawlspace hatch and one crawlspace access door
· Door hardware including code required panic hardware, closers, hinges, thresholds,
etc.
· Aluminum metal clad wood windows with 7/8" Simulated divided light bars,
manufacturer standard green clad color, Low E glass, and manufacturer standard
hardware (Sierra-Pacific Scheduled).
· Two Large Bath mirrors and two smaller Bath mirrors w/shelves.
DOORS & WINDOWS - Cartbarn
· Doors shown and as follows:
1. Total of (4) standard gauge and thickness interior HM door leaves and (3) welded
frames.
2. A manually operated Overhead dock door and three manually operated interior
coiling doors.
3.Door hardware including closers & hinges.
FINISHES - AGTC
Gypsum wallboard (on wood framed walls) with hand applied drywall skip trowel
texture/orange peel texture is included at all areas except for those areas receiving tile.
· Gypsum soffit assembly with crown mould and soffit lighting as indicated on
drawings.
· Finishes per Finish Schedule on A10.1, except as clarified below.
· FPP at Kitchen walls as shown from standard colors and accessories.
· Painting includes finishing all wood trim, doors, beams, wails, ceilings, and
unfinished metals.
· Quarry tile in Kitchen Area.
FINISHES - Cartbarn
· Stem wall framing and greenboard at Wash and Maintenance Bays.
· Painting includes HM doors, Steel beams and columns, CMU walls, and metal shelf.
SPECIAL CONDITIONS - AGTC
· One knox box for Fire Department
· Alt #1 - Allowance of $5,000 for double sided Fireplace insert, including gas log kit,
doors, box and flue.
· Three vents and louvers.
· Total of(8) fire extinguisher cabinets and extinguishers
· Two Restroom bulletin boards.
· Bathroom accessories as shown, including toilet partitions (4), urinal screens (2),
towel dispensers, soap dispensers, trash receptacles, toilet paper holders, sanitary
napkin dispensers & disposals, towel bars, grab bars, robe hooks, and hand dryers.
· All bath accessories to be by Bradley (manufacturer).
SPECIAL CONDITIONS - Cartbarn
· Four fire extinguishers (Assumed) wall hung, no cabinets.
PLUMBING & HEATING - AGTC
· HVAC and Plumbing as shown in Mechanical drawings.
· Overflow drain and piping to storm/perimeter drain system.
· Snowmelted slabs/stairs on grade as indicated.
· Fire protection for basement, main level and "attic" space. Assumes manufacturer
standard colors for head covers and (2) colors maximum.
PLUMBING & HEATING - Cartbarn
· HVAC and Plumbing as shown in Mechanical drawings.
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· Hydrogen detection system.
· Fire protection system
ELECTRICAL - AGTC
· Electrical and lighting subcontract as indicated on Electrical documents (Cartbarn,
also).
· Soffit Lighting and fixtures.
· Drilling/Coring wood post/columns for conduit at exterior lighting.
ADDITIONAL ALLOWANCES - AGTC
1. Allowance of $7,500 for signage.
2. Allowance of $8,000 for Lighming Rod.
3. Allowance of $10,000 for IT System Rough-in/Terminates to be designed By Owner.
4. Allowance of $12,500 for electrical heat tape and circuits for gutters, downspouts and
roof melt
ADDITIONAL ALLOWANCES - Cartbarn
1. Allowance of $500 for signage.
2. Allowance of $ 5,000 for Charger Shelves & Workbench.
3. Allowance of $3,960 for electrical heat tape and circuits
4. Allowance of $3,000 for beer and soda conduit lines.
GENERAL CONDITIONS
· Project Supervision, Labor/Site Foreman, and Project Management
· Temporary utilities including temporary site phone, electricity, heat, and potable
water
10
· Temporary office including field radios, cop~er, fax, computer.
· Temporary fence around site and around separate staging yard.
· Temp toilets
· Temporary fire protection
· First aid, Safety program and safety equipment
· Job vehicles for on-site Supervision & Project Manager travel.
· Tools and equipment rental and consumables for general construction.
· Trash haul.
· As-built drawings and Operation Manuals including O&M Orientation video for
Building Engineer and Management
· Job photographs
ADDITION~ ASSUMPTIONS
1 Drawings govern over specifications.
2. All Utilities arc included in Site & Utilities Scope of Work.
3. Landscape, Hardscapc, Tree Removal/Relocation, Boulder Stacking/Walls, and
Irrigation are included in Site & Utilities Scope of Work.
4. Standard labor rates will increase 5% in 2002 over current rates.)
5. Worker parking will be available in vicinity to the project site.
6. Floors in Areas (Kitchen, Loading, etc.) not shown sloped are assumed to have
no/negligible sloping. Drains will be flush to floor.
7. Kitchen Drawings were included in GMP Bid Documents for Information Only. No
equipment or installation is included..
11
8. Assumed 4x8 Trim shown in details 6/A9.2 and 9/A9.2 to be box beam pine or #2
Doug fir w/character (Splits, checks, etc.)
9. Pro Shop and Kitchen Vendor will be responsible to coordinate their work with
Contractor in timely manner so as not to delay building schedule. No clean-up of
their work is included.
10. Footing elevations are priced as shown for excavation, backfill, and placement of
concrete.
11. Contractor Contingency of ($62,500) is included to be used by Contractor at
Contractor's discretion for unknown factors that may adversely affect costs such as
bidding of subcontracts, and major material items, estimating assumptions and
ambiguities, construction scheduling problems (manufacturer delays, strikes,
disruptions, shortages, work area conflicts), weather, labor and equipment availability
and productivity. In general, Contractor contingency is to be used for cost over runs
not generated or initiated by Owner or its agents.
The Following Items are specificallF excluded
1. Building Permits, Plan Review Fees, State or Federal Permits, Tap fees, or project
exactions, development fees, fees owed to Aspen Sanitation District, Electric,
Natural Gas, CATV or Phone companies.
2. Surveying of site to establish legal limits.
3. Natural gas service and meters shall be installed by others.
4. Installation of phone and CATV service to the building panel. The Owner shall
contract these utilities to install service.
5. Damage to "un-located" utilities.
6. Pro Shop Slot-wall Paneling. Cabinets not shown by GC..
7. Copper Flashing.
8. Waste Receptacles in Kitchen or Outside Baths.
9. TV Bracket in Pro Shop.
10. CMU Foundation walls at the Cartbam.
12
11. R-Wall Panels in CartBarn.
12. Wood Shake Roof(Re: RoofAssy. Note #23)
13. Gravel shown at Slab on Deck (Re: 10/A9.1)
14. Waterproofing on Wall Stiffeners.
15. Roof Hatches
16. Asphalt and Super-elevated soil on South side of Cart Barn.
17. Foundation wall haunches.
18. Sandstone stairs and landings.
19. Relocation of water, sanitary or storm sewer, phone, CATV, Electric or gas utility
mains. (Cost associated with permanent utility re-design for Truscott Site is
included in Site & Utilities scope.
20. Practice or Chipping Green Restoration.
21. Rock Removal in excess of 2 cubic yard in size.
22. Unknown subsurface conditions.
23. Trash dumpsters or compacting equipment at trash enclosures
24. Security system or sound systcnn. ~
25. Furnishings, fixtures or equipment. Kitchen and Laundry Equipment. Counter, s,
Booths, Wine Racks, Grill Area, Tap Systems, accessories, etc. by Vendor.
26. Telephone handsets and equipment systems.
27. Window Shutters or window treatments
28. Hazardous material abatement and testing
29. Builder's Risk Insurance
30. Conveying systems.
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3 i. Electric ceiling fans or rough-ins for ceiling fans.
32. Pro Shop Equipment, Cabinets, Shelves, Fu_miture, Accessories, etc. by Vendor,
except as noted in Div. 6.
33. Trash removal and clean-up of Vendor.
34. Payphones, Phone Enclosures, and Vending Machines.
35. Specialty Kitchen fireproofing and venting requirements not shown on
documents. Fire Protection systems (Ansul) for Kitchen equipment.
37. Abrasive strip nosing at stairs (will be tooled instead).
38. All interior rigid wail insulation (Wall exteriors are waterproofed and insulated).
39. Underslab insulation at interior slabs on grade.
40. Epoxy Paint.
41. Flagstone Flooring.
42. Payment for any design consultant services.
43. Trench drain per detail J/M1.2 (None shown on plans)
44. Concrete slab sealer
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The cost for the Golf Clubhouse is $2,325,017.
The Cost for the Cart Barn is $376,679.
The Alternate to add insulation to the ceiling only of the Cart Barn is $9,524.
We sincerely look forward to working with you in making this multi-use facility
successful project.
Sincerely,
SHAW CONSTRUCTION
~./'Keith B. Oxenreider, P.E.
15
GENERAL COORDINATION ISSUES:
1. Special Consideration should be given to coordinating the schedules of both the Pro
Shop and Restaurant Vendors.
2. Snow guards are presently shown as snow clips on the North side between Grids C &
D. We have included manufacturer suggested installation areas.
3. Because cedar splinters as it weathers, we suggest substituting Redwood for Cedar
Rail Cap.
4. Roof at Entry may experience ice dams that need further study and heat tape or ice
melt system designed.
5. Exterior grade at certain areas will need to be raised to cover exposed concrete walls
where CMU walls are above.
6. Solid Surface tops should be installed at pass-thru window to eliminate deterioration
of material shown. SOlid surface is included at this location.
7. Snow clips need to be added to design of Cart Barn Roof to prevent damage to gutters
fi.om sliding snow. (Allowance of $2,500 is included)
16
SHAW
March 20, 2001
Re: A~pen Golf& Tennis Clubhouse
Estimate and Schedule .4. Revisions & Clarifications
Ed Sadler
City of Aspen
130 South Galena Street
-~pen, CO 81611-1975
(Fax: 970-920-5119)
Ed:
The following clarifications and revisions should be incorporated in to the Schedule A
Letter and Estimate we reviewed yesterday,
Pa~,e It: General Condi~r,n~
· Item ~4 - Should read: "Temporary fence around site," (Fencing at storage areas is
carried in SiteffUtili~ies)
Pa~e I~1; Addi~onal
* Item #5 - Worker parking shall be available in the vicinity of the site ~or all Shaw
emploYees and for subcontractors with consideration that H~using and GoltTNordie parking
space qua~tiIies discussed in weekly O/A/C meetings are accommodated.
· Item #11 is correct_ The $62,500 refers to both the AGTC and the Cartbam.
· Item #6 should read "CD's" (indicating construction documents) in lieu of"GC".
· Item #I 1 - Wall ~nsulation will be included in the Wash & Maintenance Bays. (Note:
I've not confirmed .this with our Building Supplier, but will do so in the next several days.)
· Item g~4 - remains as stated. (See item #36 comments below.)
· Item #25 - should include the statement ~excel~ where specifically included" at the end
of the semence.
· Item # 28 should read - "Pre-existing Hazardous material abatement and testing."
· I~em #36 - Public address systems are excluded. However, the two speaker junction
boxes and connecting conduit shown on Sheet/52.3 (NVg comer of building) is included.
* Item ~44 - We have included Concrete Slab Sealer for 500 sfin the Lower Level as
indicated in the Finish Schedule on Al0.1.
Additionally, we have reduced the GMP estimates by the following amounts at your request.
Cartbarn Total, 3/19/01
AGTC GMP Total, 2~/19/01 $376,679
TOTAL
$2,701,696
Removed from est/mate:
· Alternate #1 - Fireplace ($15,250) (Wall framMg, chiraney, and stmc~re costs are not
reduced)
· Alternate #2 - Quarry Tile in Kitchen ($2,877)
· IT Allowance ($10,000)
Revised TOTAL (~er 'R*m~oved' l~'~m~} $2,671~Z~2
Estimated credit from estimate:
* No Slab in the Unfinished Lower/Lower Level (Estimated Savings $7.000)
~ No Gutters, Downspouts, Snow clips, or associated Heat Tape at Ca.barn Building
(Estimaled Savings $8.500)
Revise~ TOTAL (After 'Estimated Credit' Items)
This Revised Total represents a $249,097 savings from our "original" AGTC and Cartbarn
Total of $2,904.$87_
As we discussed, I will also be in contact to clarify the Preliminary Estimate to VE Basis to
GMP Estimate "evolution" and to ' '
provide our hst of recommended subcontractors.
//you have any questions or comments, please call (970-242-9236 or 970-904-5726).
Thank you.
SHAW Constr~ction L.L.C.
cc: Dan LeRoy, Shaw Construction
Clark Atkinson, Shaw Construction
Project name TRUSCOTT CART BARN
Aspen
Client CITY OF ASPEN
Architect Chades Cunniffe Arch
Estimator KO/CRA
Audit Dimensional
Report format Sorted by 'Group phase/Phase'
'Detail' summary
Shaw Construction Company Standard Estimate Report Page 2
TRUSCOTT CART BARN 3/19/01 1~:48 AM
~ ~ [ ~'~ ~ Subcontract ~ ~- ~ ) ~-;?! Total~'~'I
Item Description Takeoff Qty Amount Amount Amount Name Amount
2000 SITEWORK
2100 Clearing
2106 Safety/D[mcfionaISignage 1.000 sum 250 250
Clearing 250 260
2110 Demolition
2117 Protect Existing ltems 1.000 [sum 750 600 1,350
Demolition 750 600 1,350
2200 Earthwork
2200 WeatherProtecfion/Thawing 1.000 sum 1.000 2.100 3,100
Earthwork 1,000 2,100 3,100
2220 Excavation
2221 Site Excavation 1.000 Is
2222 Fcofing Excavation 1.000 Is
2223 Surveying 20.000 hfs 2,200 2,200
-- Layout 20.000 hrs 581 60 641
-- Excavafion Sub A[Iowance 1.000 Is 15.000 15,000
Excavation 581 60 17,200 17,841
2240 Backfilling
2244 Backfill Footings 1.000 ~s
2246 ~ackfill Walls 1.000 ~s
2250 Gravel
2252 Gravel At Slab 3.720.000 si 5,022 5,022
Gravel 5,022 5,022
2260 Hand Excavation
2262 Hand Excavafion 35.000 nm 1.017 70 1,087
Hand Excavation 1,017 70 1,087
2500 Site Drainage
2512 E~uildingPefimeterDrair 332.000 if 5,312 5,312
Site Drainage 5,312 5,312
SITEWORK 3,348 3,080 27,534 33,962
3000 CONCRETE
3110 Footings
3111 FoundationSubA]lowance 1.000 Is 18,000 18,000
-~~ Tent & Heat 1.000 Is 500 1,000 1,500
--- Thickened Slab at CMU Wa~ls 48.000 fl 528 528
Footings 500 1,000 18,528 20,028
3120 Walls
3125 Tent&Heat 1.000 Isum 2,000 4,250 6,250
Walls 2,000 4,250 6,250
3130 Form Accessories
3135 BoltTemptates 1.000 Is 125 80 205
Form Accessories 125 80 205
3310 S.O.G. Concrete
3311 StepSlab 1.000 Is 1,950 1,950
3311 Flatwork Sub 3,720.000 sf 17,570 17,670
S.O.G. Concrete 19,620 19,620
3340 Topping
Shaw Construction Company Standard Estimate Report Page 3
TRUSCOTT CART BARN 3/19/01 11:48
Item Description Takeoff Qty Amount Amount Amount Name Amount
3340 Topping
3340 Equipment Pads 1.000 Isum 600 600
Topping 600 600
CONCRETE 2, 625 5, 330 38, 748 46, 703
4000 MASONRY
4220 ConcUnit Masonry
4221 8" Concrete BIock Knee Wall 282.000 sqff 6,768 6,768
ConcUnIt Masonry 6,768 6,768
MASONRY 0 0 6, 768 6, 768
5000 STEEL
5500 Met Fabrications
5500 Racks/Shelves 1.000 Is 2,250. 2,250
Met Fabrications 2,250 2,250
5850 Misc Metals
5890 Anchor Bolts and Exp. Anchors 1.000 Isum 700 1,200 1,900
Misc Metals 700 1,200 1,900
5910 Grout Base Plate
5910 Shims&Grout 1.000 Isum 1,200 450 1,650
Grout Base Plate 1,200 450 1,650
STEEL 1,900 f,650 2,250 5,800
6000 WOOD & PLASTICS
6100 Rough Framing
6100 MiscBIocking 3,702.000 sqft 185 444 629
Rough Framing 185 444 629
6188 Equipment Rental
6188 Fork Lift Rental 1.000 mnth 3,300 3,300
Equipment Rental 3,300 3,300
173.330 Labor hours
6190 Mat Handling
6190 Material Handlin9 80.000 hrs 2,324 2,324
6190 RoughClean 80.000 hrs 2,324 80 2,404
Mat Handling 4,648 80 4,728
6192 Framing Hardware
6192 FramingHardware/MiscFastners 1.000 Isum 1,700 1,700
Framing Hardware 1,700 1,700
WOOD & PLASTICS 4,648 5,265 444 10,357
173.330 Labor hours
7000 THERMAL-MOIST PR
7100 Waterproofing
7100 WaIIWaterproofing 1,870.000 sf 4,862 4,862
--- Wall Prep 15.000 hrs 436 436
Waterproofing 436 4,862 5,298
7200 insulation
Shaw Construction Company Standard Estimate Report Page 4
TRUSCOTT CART BARN 3/19/0f 11:48 AM
[~' Labor ] L Matertal~' ] ['; Subcontract,'*~'*'-'_ [ ' Total ~*~:j
Item Description Takeoff Qty Amount Amount Amount Name Amount
7200 Insutatlon
7200 Wall insulation at Wash/Maint. 376.000 saft 263 263
Bays
Insulation 263 263
7220 Rigid Roof Insul
7220 RooflnsulationinMaint~Vash 513.000 salt
Bays
7402 Flashing
10 MiscFlashing(NoneShown) 1.000 ~sum 0
7805 Metal Roofing
10 Standing Seam Roofing 39.000 sa
-- Gutters & Downspouts 396.000 if
--- Snow Clips 1.000 [sum 2,500 2,500
Metal Roofing 2,500 2,500
7900 Sealants
7900 Caulk & Sealants 1.000 ~surr 4,250 4,250
Sealants 4,250 4,250
THERMAL-MOIST PR 436 0 1 ~,875 12,3~ 1
8000 DOORS & WINDOWS
8110 Hollow Metal
8112 Hollow Metal Doors & Frames 1.000 ~sum 436 1,440 1,876
(Sub)
Hollow Metal 436 1,440 1,876
8300 Special Doors
8360 Manual Overhead Doors 1.000 ~sum 9.960 9,960
Special Doom 9,960 9,960
8700 Finish Hardware
8700 Finish Hardware Sub 1.000 isum 436 871 1,307
Finish Hardware 436 871 1,307
DOORS & WINDOWS 872 2,3~ 9,960 137143
9000 FINISHES
9250 Gypsum Wallboard
9250 Separation Wall (Gmenboard) 376.000 sf 1,692 1,692
Gypsum Wallboard 1,692 1,692
9900 Painting
9900 Paint Sub 1.000 Isum 8,500 8,500
9910 FinishClean 5,514.000 sqft 551 55 607
9910 TouchupPainfing 1.000 Isum 1,500 1,500
.... CMU Sealer 1.000 Isum
Painting 551 55 10,000 10,607
FINISHES 55 f 55 f ~, 692 f 2, 299
10000 SPECL CONDITIONS
10520 Fire Ext
522 Fire Extinguisher 4.000 each 300 300
Shaw Construction Company Standard Estimate Report Page 5
TRUSCOTT CART BARN 3/19/01 11:48 AM
E Labor ,J [~ M~t~rla~J [ Subcontract .~J ~', T0tal,~J
item Description Takeoff Qty Amount Amount Amount Name A~nount
Fire Ext 300 300
SPECL CONDITIONS 0 300 0 300
13000 SPECIAL CONST
13600 Prefab Structure
620 Pre-engineeredBuildin9 1.000 sub 60,432 60,432
-- Storage Area "Lean-to" 1.000 Isum 2,002 2,002
Prefab Structure 62,434 62,434
SPECIAL CONST 0 0 62,434 62,434
15000 MECHANICAL
16001 Mechanical Sub
000 M/PSubcontractor 1.000 ]sum 17,273 17,273
--- Hydrogen Detect System 1.000 Is
Allowance
Mechanical Sub 17,273 17,273
15950 Fire Protection
950 Fire Protection 1.000 sub 10,821 10,821
Fire Protection 10,821 10,821
MECHANICAL 0 0 28,094 28,094
~6000 ELECTRICAL
16001 Electrical Sub
000 Electrical Sub 1.000 Isum 36,000 36,000
000 HeatTape 396.000 If 3,960 3,980
.... Secondary to Transformer 150.000 ff 4,800 4,800
.... Fire Alarm System 1.000 Isum t 0,500 10,500
Electrical Sub 55,260 55,260
ELECTRICAL 0 0 55,260 55,260
~ 8000 ALLOWANCES
18001 Allowance
--- Signage 1.000 Isum 500 500
--- Charger Shelves & Work Bench 1.000 Isum 5,000 5,000
Allowance 5,600 5,500
19300 In surance/Permits/Misc
I Building Permit (By Owner)
2 Plan Review Fee (By Owner)
3 Tap Fee (By Owner)
ALLOWANCES 0 0 5,500 5,500
Shaw Construction Company Standard EStimate Report Page 2
TRUSCOTT CART BARN 3/19/01 ~ 1:49 AM
Item Description Takeoff Qty A~nount Amount Amount Name Amount
1000 GENERAL COND
1100 Supervision
1101 Project Manager 65.000 hr 6,625 6,625
1110 Superintendent 200.000 hr 18,900 18,900
1140 Labor Foreman 288.000 hr 8,366 8,366
Supervision 34,091 34,091
12,317.784 Labor hours
1200 Temp Utilities
1220 Temp. Electr[clty 3.000 mnth 600 600
1250 Potable Water 3.000 mnth 375 375
Temp Utilities 975 975
1,039.980 Labor hours
1300 Temp Office
1300 TempOffice 1.000 Is 635 535
1308 JobsiteClerk 160.000 hr 6,720 6,720
1309 Accounting & Data Processing 70.000 hr 4,043 4,043
Temp Office 10,763 635 11,398
230.000 Labor hours
1310 Temp Faci0fles
1318 Temp Toilet (Rent) 3.000 mnth 450 450
Temp Facilities 450 450
1325 Fire Protection
1325 Fire Protection 3.000 mnth 105 105
Fire Protection 105 109
519.99 Labor hours
1340 Safety
1341 First Aid Equipment 1.000 Is 280 280
Safety 280 280
1600 Tools & Equipmnt
1610 Job vehicles 1.000 mnth 630 630
1620 Tools&Equipment(Rent) 2.000 mnth 600 600
1630 Tools & Equipment Consumables 1.000 Isum 400 400
Tools & Equipmnt 1,000 630 1,630
346.660 Lebor hours
1705 Cleanup
1707 Trash Haul 1.000 each 1,100 1,100
Cleanup 1,100 1,100
1735 Blue Prints
1735 Biue Pr[nts 1.000 Isum 350 350
1736 As-BuiltP[ans 1.000 Isum 200 200
Blue Prints 550 980
GENERAL COND 44,854 2,570 3,155 50,579
14,454.414 Labor hours
Shaw Construction Company Standard Estimate Report Page 7
TRUSCOTT CART BARN 3/19/01 11:48 A~
Estimate Totals
Labor 59,234 14.627.744 hfs
Matedal 20,561
Subcontract 263,714
343,509 343,509
Labor inflation 592 1.000 % C
Warranty Reserve 1,411 0.410 % T
Liability Insurance 1,244 0.360 % T
3,347 346,756
Contingency 12,500 3.639 % C
CM Fee 13,472 3.750 % T
25,972 372,728
Bond 3,951 1.060 % T
Total 376,679,
Project name TRUSCOTT GOLF & NORDIC
Aspen
CO 81611
Client CITY OF ASPEN
Architect Charles Cunniffe Arch
Estimator KO/CRA
Audit Dimensional
Report format Sorted by 'Group phase/Phase'
'Detail' summary
~haw Construction Company Standard Estimate Report Page 2
TRUSCOTT GOLF & NORDIC 3/19/01 12:05 PM
~ ~ I Suh=ontract......... I l:~,~Tom~ ~?:1
Item Description Takeoff Qty Amount Amount Amount Name Amount
2000 SITEWORK
2100 Clearing
2101 Traffic Control (w/Site) 540.000 hr
2104 TemoFence 720.000 If 4.680 6,480 11,160
2106 Safety/DirectionalSignage 1.000 Isurr
(w/Site)
Clearing 4.680 6,480 11,160
2110 Demolition
2117 ProtectExistlngltems 1.000 ~sum 2.000 1,500 3,500
Demolition 2.000 1,500 3,500
2200 Earthwork
2200 Weather Protection/Thawing 1.000 ~sum 3.000 2,600 5,600
2200 Earthwork Sub 1,000 Isum 55,901 55,901
Earthwork 3,000 2,600 55,901 61,501
2220 Excavation
2221 Site Excavation
2222 Footing Excavation
2223 Surveying 60.000 ~rs 6,600 6,600
-- Layout 80.000 nfs 2.324 240 2,564
Excavation 2.324 240 6,600 8,164
2240 Backfi~ing
2242 Structural Fill
2244 Backfill Footings
2246 Backfill Wails
2250 Gravel
2252 Gravel At Slao
2260 Hand Excavation
2262 Hand Excavatio~ 160.000 hfs 4.648 320 4,968
Hand Excavation 4,648 320 4,968
2500 Site Drainage
2512 Building Perimeter Drain
SITEWORK 16,652 11,140 62,501 90,293
3000 CONCRETE
3110 Footings
3111 Footings Winter Mix
3120 Wails
3122 Wall Conc 4000 psi
3123 Pilaster~
3125 Tent & Heal 1.000 Isum 2.000 4,250 6,250
--- C.I.P. Foundations Suo 1.000 sum 76,350 76,350
Walls 2,000 4.250 76~350 82,600
3135 BoltTemp~a[es 1.000 ~s 700 500 1,200
Form Accessories 700 500 1,200
3180 Stair Forms
3181 NE Stair
3181 Basement Stairon ~rade
3181 West Sl~r
3181 South Stair
Shaw Construction Company Standard Estimate Report Page 3
TRUSCO TT GOLP & NORDIC 3/19/01 12:05 PM
Item DescripUo~ Takeoff Qty Amount Amount Amount Name Amount
3310 S.O.G. Concrete
3311 Basement SOG
3312 Concrete North Walk & Dock
3314 S.O.G.- Exterior
3316 Slab Bands Colored
--- Flatwork Sub 1.000 Isum 58.506 56,506
--- Conc. Sealer on Lower .eve 500.000 sf 250 250
Floor
--- Rigid Isulation at Snowmelt Slabs 88,000 sf 132 110 242
S.O.G. Concrete 132 110 56,756 56,998
3340 Topping
3340 Equipment Pads 1.000 ~sum 1.500 1,500
Topping 1,500 1,500
CONCRETE 2.832 4,860 134,606 142,298
4000 MASONRY
4220 ConcUnit Masonry
4221 8" CMU Wal~s Below Grade
4223 Split Face - Walls
4223 Split Face Two Sides Finished
4224 Wall Cap ~Precast)
4226 Clean-up 460.000 nm 13.363 460 13,823
--- Mason~ Sub 1.000 [sum 39,970 39,970
ConcUnit Masonry 13,363 460 39,970 53,793
4400 Stone
4400 Stone at FireD[ace - Alt #1 1.000 ~sum 8,760 8,760
4400 Stone Hearths - Alt ~1
Stone 8,760 8,760
4510 Temp. Heat
4510 Temp. Heat 1.000 sum 5,000 5,000
Temp. Heat 5,000 5,000
MASONRY '13,363 5,460 48,730 67,553
5000 STEEL
5120 Structural Steel
5121 StructuraISteeISub 1.000 ~sum 90.801 90.801
5122 Stee~ Columns
5123 Steel Beams
5125 Decorative Truss Connectors 1.000 sum 1.900 1,900
Structural Steel 1,900 90,801 92,701
5500 Met Fabrications
5500 Counter Top Brackels
5505 Ladders 1.000 each 700 45 745
Met Fabrications 700 45 745
5520 Handrags & Rigs
5522 Ramp Railing
5524 PiDe Handrails
5700 Ornamental Metal
--- Cast iron Stiar Rail Brackets 1.000 Isum 500 500
Ornamental Metal 500 500
5850 Misc Metals
5850 FireolaCeLintels-Alt~ 10.000 ~f 250 250
Shaw Construction Company Standard EStimate Report ~ Page 4
TRUSCO TT GOLF & NORDIC 3/19/01 12:05 P~I~
Item Description Takeoff Qty Amount Amount Amount Name Amount
5850 Misc Metals
6890 Anchor Bolts and Exp. Anchors 1.000 Isum 2,400 2,400
5896 Bolts and Shims 1.000 Isum 3,050 3,050
Misc Metals 5,700 5,700
5910 Grout Base Plate
5910 Grout Base Plates 1.000 Isum 600 415 1.015
Grout Base Plate 600 415 1,015
· .~lt:l::~ 600 9,2f5 90,846 100,66~
6000 WOOD & PLASTICS
6100 Rough Framing
6100 Rough Framffig Sub 1.000 Isum 109,000 119,500 227,500
6100 MiscBIOCkin9 7,082.000 sgff 5,666 6,374 12,039
6100 Layout (Own Forces) 100.000 hrs 2,905 800 3,705
-- Trim, Siding, Fascia, Decking, 1.000 Isum 21,727 21,727
Fence
--- Frame Mech. Roof Curbs 1.000 Isum 560 560
--- Install Railing 1.000 Isum 3,200 3,200
Rough Framing 2,905 136,198 129,634 268,731
6125 Wood Trusses
6125 Prefab Wood Trusses 1.000 Isum
6125 RS Heavy Timber 1.000 Isum 54,977 54,977
Wood Trusses 54~977 54,977
6162 Wood Decking
6162 Wood Decking
6187 Weather Protect
6187 Weather Protection 1.000 [sum 7,000 5,000 12,000
Weather Protect 7,000 5,000 12,000
6188 Equipment Rental
6186 Fork Lift Rental 8.000 mnth 2,400 26,800 29,200
Equipment Rental 2,400 26,800 29,200
1,386.640 Labor hours
6189 Carpentry Tools
6189 Carpent~yTools 1.000 Isum 1,610 1,610
-- Pers, Safety 9.000 mnth 1,800 1,800
Carpentry Tools 3,410 3,410
1,559.970 Labor hours
6190 Mat Handling
6190 MatedalHand[ing 560.000 hfs 16,268 16,268
6190 Rough Clean 500.000 hrs 14,525 500 15,025
Mat Handling 30,793 500 31,293
6192 Framing Hardware
6192 Framing Hardware 1.000 Isum 3,900 3,900
5195 Nails 1.000 Isum
6196 Glue 1.000 Isum 1,450 1,450
6197 Special Framing Hardware 1.000 Isum 1,900 1,900
6198 Miscellaneous Fastners 1.000 Isum 1,250 1,250
Framing Hardware 8,500 8,500
6200 Finish Carpentry
6250 Wood Base Tdm 1.000 Isum
--- Stair Skirt, Rail, & Cap 1.000 Isum
· -- Soffit Trim 1.000 Isum
--- Window Jamb Extensions 1.000 Isum
--- Window Casing, Apron, Sill 1.000 Isum
'Shaw Construction Company Standard Estimate Report Page 5
TRUSCOTT GOLF & NORDIC 3/19/01 12:05 P~f
~ ~ Material;; 1 I? ~r' '' ~ Subcontract?-'~ . I ~otal ~
Item Description Takeoff Qty Amount Amount Amount Name Amount
6200 Finish Carpentry
-- Mill;work/Trim Sub 1.000 [sum 32,950 32,950
-- Pro Shop Slot Wall Panels (NIC) 1.000 ~sum
Finish Carpentry 32.950 32.960
~400 Arch Woodwork
6412 Casework Sub 1.000 ~sum 17.995 17,995
6420 Club & Pro Display Cases Sub
-- Bathroom Countertops
-~ Fireplace Mantle - Alt #1 1.000 sum 250 250
-- Pass Through Top 1.000 sum 250 250
Arch Woodwork 18,495 18,495
WOOD & PLASTICS 40,698 210,980 207,879 459,556
2,946.610 Labor hours
7000 THERMAL-MOIST PR
7100 Waterproofing
7100 WallWaterproofingSub 1.000 sum 10.325 10,325
7120 HodzontalWaterproofingSub 1.000 Isum 1.672 1,672
-- Grind & Patch - Wall Prep 30.000 nr 672 872
Waterproofing 87~ 11,997 12,869
30.000 Labor hours
7200 Insulation
7200 Insu[agonSub 1.000 ~surr 12,625 12.625
Insulation 12,625 12,625
7210 Barf Insulation
7213 Vapor Barrier
rl 9 6" Bart Insulation R-I 9
r38 11" Batt insulation R-38
7220 Rigid Roof Insul
7220 3" Rigid Insulation
7300 Shingles & Tile
7313 Wood Shakes
--- Roofing Subcontract 1.000 Isum 60,497 60,497
--- Snow Clip 1.000 Isum 1,955 1,965
--- Added Membrane at Dormers, 1.090 Isum 2,500 2,500
Walls, Valleys, Eaves
Shingles & Tile 64,962 64,962
7402 Flashing
10 ParapetCap 95.000 Inff
10 MiscFlashing 1.000 Isum 3,500 3,500
Flashing 3,500 3,500
7600 Sheet Met/Flash
7630 Gutter & Downspouts 1.000 Isum
Sheet Met/Flash 12,420 12.420
12,420 12,420
7800 Roof Accessories
7840 ChimneyCap 1.000 Isum 5,723 6,723
7841 Soffit Vents 168.000 If 546 546
Roof Accessories 7,269 7,269
7808 Metal Roofing
10 Metal Roofing
--- Slip Sheet 1.000 Isum 2,665 2.665
Metal Roofing 2,665 2,665
Shaw Construction Company Standard EStimate Report Page 6
TRUSCOTT GOLF & NORDIC 3/19/01 12:05 PM
L' Labor,~,J ~ I Sub¢o.tract
Item Description Takeoff Qty Amount Amount Amount Name Amount
7900 Sealants
7900 Caulk & Sealants 1.000 Isum 8,700 8,700
Sealants 8,700 8,700
7950 Snow Removal
7950 Snow Rernoval 180.000 hour 5;229 540 5,769
Snow Removal 5,229 540
180.000 Labor hours 5,769
THERMAL.MOISTPR 6,~0~ 540 124,138 ~30,779
210.000 Labcr hours
8000 DOORS & WINDOWS
8110 Hollow Metal
8112 Hollow Metai Doors & Frames 1.000 ;sum 1,800 1,800
(Sub)
Hollow Metal 1,800 1,800
8200 Wood Doors
8200 Wood Doors & Frames 1.000 Isum 3,450 945 4,395
8201 Ent~ Doors #201 1.000 each 5,900 670 6,570
Wood Doom 9,350 1,615 10,965
8300 Special Doors
8360 Pocket Door #210 1.000 each 710 135 845
--- Coiling/Overhead Doors 1.000 Isum 11,439 11,439
Subcontract
-- CrawIspace Hatch 1.000 Isum
-- Crawlspace Access Door (12'-0") 1.000 Isum
Special Doors 71(~ 11,574 12,284
8600 Wood Windows
8600 Wood Windows/SDL Doors Sub 1.000 Isum 26,938 26,938
8600 Door Prep 1.000 Isum 350 350
Wood Windows 26,938 350 27,288
8700 Finish Hardware
8700 Finish Hardware Suh 1.000 Isum 10,971 10,971
-- Dock Fence Hardware/Casters 1.000 Isum 650 650
Finish Hardware 650 10,971 11,621
8800 Glass & Glazing
8830 Large Bath Mirrors 2.000 each
8830 Bath Mirrorsw/shelf 2.000 each
-- Display Case Glass Shelves & 1.000 Isum 1,862 1,862
Hardware
Glass & Glazing 1,562 1,862
DOORS & WINDOWS 0 37,648 28, ~72 65,820
9000 FINISHES
9250 Gypsum Wallboard
9250 WallbcardSub 1.000 Isum 42,365 42,365
9252 Touchup 35.000 hr 1,400 1,400
.... FRP Board in Kitchen 2,220.000 sf 9,435 9,435
.... Rated Exhaust Shafts AlIow 1.000 Isurn 600 600
Gypsum Wallboard 53,800 53,800
9300 Tile
9310 Tile Subcontract 1.000 Isum 13,370 13,370
'Shaw Construction Company Standard EStimate Report Page 7
TRUSCO TT GOLF & NORDIC 3/19/0'1 12:05 PM
Item Description Takeoff Qty Amount Amount Amount Name Amount
9300 Tile
9310 Tile Floor
9310 Tile Wall Covedng
9390 Finished Floor Protection 1.000 Isum 2,950 2,723 5,673
--- Tile Sealer 1.000 Isum 3,652 3,652
Tile 2.950 2.723 17~022 22,695
9540 Cig Suspension
9540 Dropped Gdd Ceiling
9540 Gypboard Ceiling
9650 Resilient Fling
9653 Rubber Base 1.000 Isum 420 420
Resilient Ftrng 420 420
9680 Carpeting
9680 Caq~eting 1.000 Isum 15,015 15.015
Carpeting 15,015 15,015
9700 Special Flooring
9720 QuartzAggregateFIooring 853.000 sari 8.104 8.104
(Allowance}
--- Upgrade From Quartzite to 1.000 Isum 2,877 2,677
Quarry Tile in Kitchen-Alt #2
Special Flooring 10.981 10,981
9900 Painting
9900 Paint Sub 1.000 Isum 24,600 24.600
9910 TouchupPainting 1.000 Isum 4.720 4,720
9910 Finish Clean 5.514.000 saff 2,481 221 2.702
-- CMU Sealer 1.000 ~sum
Painting 2,481 221 29,320 32,022
FINISHES 5,431 2,944 126,558 f34,932
10000 SPECL CONDITIONS
10100 ChalldTackboards
120 Bulletin Boards 2.000 eacn 850 350
Chalkrl'ackboards 350 350
10160 Partitions
152 Toilet Partitions (Metal) 4.000 each 2,600 460 3.060
Partitions 2.600 460 3,060
10170 Urinal Screens
172 UrinalScreens(Metal} 2.000 each 450 120 570
Urinal Screens 450 120 570
10200 Vents & Louvers
210 GrilIVents/Louvers 3.000 each 900 180 1.080
Vents & Louvers 900 180 %080
10300 Fireplaces
301 Fireplace Un[ts (Two Sidea~ - Alt. 1.000 each 5.000 5.000
Fireplaces 5,000 6.000
10620 Fire Ext
522 Fire Extinguisher (Allowance) 6.000 eac~ 800 500
524 Fire Ext. Cao~nets (Allowance) 8.000 each 1.200 280 1.480
526 Knox Box 1.000 each 350 50 400
'Shaw Construction Company Standard Estimate Report Page 8
TRUSCOTT GOLF & NORDIC 3/f9/Of 12:05 P~
Item Description Takeoff Qty Amount Amount Amount Name Amount
Fire Ext 2,150 330 2.480
10800 Bath Accessories
800 ToiletAccessodesVenoor 1.000 sup 3,740 3.740
800 Toilet Accessories Install 1.000 ]sum 4.500 4,500
802 Towel Dispenser 2.000 each
802 TowelDispenserw/Trash 2.000 each
803 Soeo Dispenser 6.000 each
805 Toilet Paper Holder 5.000 each
809 Sanitary Napkin Dispenser (Not 3.000 each 450 45
Shown) 495
810 Sanitay Napkin Dis~osa (Not 5.000 each 250 75
Shown) 325
814 Grab Bars 6.000 eacn
-- Robe HOOKS 5.000 each
-- Electric Hand Dryers 2.000 each
Bath Accessories 700 8,360 9,060
SPECL CONDITIONS 0 6,800 14,800 21,600
~ 1000 EQUIPMENT
11400 Food Service
410 Hoc<is & Ductwod< - By Vendor
412 Cooking Eciuipment - By Vendor
4~'[ Stainless Counters/Sinks. By
Vendor
--- Curbs, Suppo~s. an0 1.000 sum
Penetrations (Allowance) 1.000 1,000
Food Service
11870 Dock Equipment
875 Dock BumDersandBollards 1.000 ~sum 1,500 t.500
Dock Equipment 1,500 1,500
11900 Appliances
910 Kitchen Appliances- By Vendor
-- Exterior BBQ/Serving Area - By 1.000 ~sum
EQUIPMENT 0 1,500 ~,000 2,500
f2000 FURNISHINGS
12700 Seating
710 Restaurant Bcoths- By Vender
FURNISHINGS 0 0 0 0
f 5000 MECHANICAL
15001 Mechanical Sub
000 M/P Subcontractor 1.000 ~sum 214,822 214.822
000 Kitchen EouiDt. Hook-up 1.000 isum
(ALLOW) 1,200 1,200
--- Bond 1.000 ~sum
-- Two Year Warranty 1.000 lsum 2,892 2.892
Mechanical Sub 1.800 1.800
220.714 220.714
15200 Gas Piping
200 Alt #t. Gas to FireDlace 1.000 Isum
200 Gas P~ping 1.000 sub 390 390
Shaw C~nstruction Company Standard Estimate Report Page 9
TRUSCO TT GOLF & NORDIC 3/19/0'~ 12:05 PM
Item Description Takeoff Qty Amount .Amount Amount Name Amount
Gas Piping 390 390
15300 Storm Drainage
-- Roof Overflow Drain
15450 Snowrnelt
450 Snowrr~lt
15950 Fire Protection
950 Fire Protection 1.000 sub 35,649 35,649
Fire Protection ..
35,649 35,649
MECHANICAL 0 0 256, 753 256, 753
16000 ELECTRICAL
16001 Electrical Sub
000 Electdca[Sub 1.000 Isum 158,900 158,900
000 Trench, Bed, and Backfilr for 400.000 ft
Pump 3,600 3,600
--- Kitchen Phone 1.000 Isum 750 750
--- Secondary Electric 50.000 ft 2,200 2,200
--- Heat Tape 1.000 Isum 12,500 12,500
Electrical Sub 177,950 177,950
16500 Lighting
500 Soffit Lighting
ELECTRICAL 0 0 177,960 ~77,950
~ 8000 ALLOWANCES
18001 Allowance
-~ Signage 1.000 Isum 7,500 7,500
--- Lightning Rod 1.000 each 8,000 8,000
--- IT Systern Rough-inFrerrninates 1.000 Isum 10,000 10,000
--- Beer & Soda Conduit 1.000 Isum 3,000 3,000
Allowance
28,500 28,500
19300 Insu rance/Permits/Misc
1 Building Permit (By Owner)
2 Plan Review Fee (By Owner)
3 Tap Fees (By Owner)
-- Preconst. Services 1.000 Isum 12,500 12,500
Insurance/Permits/Misc 12,500 12,500
ALLOWANCES 0 0 4f, O00 4f, O00
'Shaw Construction Company Standard Estimate Report Page 2
TRUSCOTT GOLF & NORDIC 3/19/01 12:04
~boI~'' ] ~--~erlal~ I ~'"--'~ Subcontract .~-~, I
Item Description Takeoff Qty Amount Amount Amount Name Amount
1000 GENERAL COND
11 oo Supervision
1101 Project Manager 560.000 Dr 69.300
1110 Su:)erintendent 2,200.000 ~r 207.900 69,300
1125 GeneralSupenntencJen~ 44.000 nr 4.620 207,900
1140 Labor Foreman 1.540.000 ~- 44.737 4,620
44.737
1150 Travel/Housing 1.000 sum 3,600 3,600
-- Manager of Construction Services 70.000 hr 8,453
6,453
Supervision 336,01 ~ 3,600 338,610
123,974,010 Labor hours
1260 Temp Utilities
1210 TareD. Phone Hookup 1.000 ~surr
(Site/Utili6es)
1215 Terno. Phone 10.000 rnnth 5,000 5,000
1220 Temp. Electricity 10.000 mmn
4,000 4,000
1230 Temo. Heat 5,000 mn6' 3.000 3,000
1950 Potable Water (Site/Utilities) 10.000 rnmn
Tamp Utilities
4.333.250 Labor hours 12,000 12,000
1300 Tem~ Office
1300 TernpOfSce 10.000 mnm 4.000 4,000
1301 Move-ir 1.000 each 750 750
1303 Storage Trailer 8,000 mnm
880 880
1304 ComDuterHardware&Software 10.000 rnnth 2,850 2,650
1305 CoDier(Site/Utilities) 10.000 mnm
1306 Fax(Site/Utilities} 10.000 mntb
1307 Field Radios/Phones 20.000 rnmn 3,000
1308 JobsiteClerK 700.000 nr 29,400
29,400
1309 Accounting & Data Processing 396.000 nr 22,869 22,869
Tamp Office 52,269 4,000 7,280
· ,096.000 Labor hours 63,549
1310 Tamp Facilities
1318 TernpToilet (Rent) 15.000 mnm
Temp Facilities 2.250 2,250
2,250 2,250
1325 Fire Protectio~
1325 Fire Protec6on 9.000 rnnm 315
Fire Protectio~ 316
1,559.970 Labor hours 315 316
1340 Safety
1341 First Aid Equiprr~nt 10.000 rnnth 2,800 2,800
1347 Safety Director 44.000 hr 3,696 3,696
1348 Hard Hats 20.000 each 400 400
Safety 3,696 3,200
44.000 Labor hours 6,696
1600 Tools & Equipmnt
1610 Job vehicles 10,000 mnth 6,300 8,300
1620 Tools&Equipment(Rent) 10,000 rnnth 3,000 3,000
1630 Tools&EquipmentConsurnables 1.000 Isurn 1,750
Tools & Equipmnt 1,750
1,733.300 Labor hours 4,750 6,300 1%050
1705 Cleanup
1706 Rough CIean
1707 Trash Haul 8.000 each
Cleanup 8,800 8,800
8,800 8,800
1715 Cut & Patch
1715 Cut&Patch 1.000 lsurn 2,250 1,200 3,450
Shaw Construction Company Standard Estimate Report Page 3
TRU$COTT GOLF & NORDIC 3/19/01 12:04 PM
L' Labor ~I-~ator'~---~ I ~'', ''~.' Subcontract ¥. ~J ~
Item Description Takeoff Qty Amount Amount Amount Name Amount
Cut & Patch 2,250 1.200 3,450
1735 Blue Prints
1735 Blue Pdnts 1.000 sum 5,000 5.000
1736 As-BuiltPlans 1.000 sum 600 600
1736 O&MV~oeo 1.000 ~surn 1,300
Blue Prints 1.300
6,900 6,900
1745 Job Photographs
1745 JobPhotograpr~s 1.000 Isurn 400
Job Photographs 400
4OO
4OO
GENERAL COND 393,225 20, 765 40,230 454,220
132.740.530 Labor hours
Shaw Construction Company Standard Estimate Report Page 12
TRUSCO TT GOLF & NORDIC 3/19/01 12:04 P~
Estimate Totals
Labor 478,901 135,897.140 ' hrs
Mateflal 311,851
StJboontract 1,355,162
2,145,914 2,145,914
Labor Inflation 4,789 1.000 % C
Warranty Reserve fl,818 0.410 % T
Contingency 50,000 2.151% T
Liability insurance 7,954 0.360 % T
71,561 2i217,475
CM Fee 83,155 3.750 % T
83,15fl 2,300~630
Bond 24,387 1.060 % T
Total 2,325,017