HomeMy WebLinkAboutresolution.council.022-01 RESOLUTION NO.
(SERIES OF 2001)
A RESOLUTION OF THE CITY COUNCIL OF ASPEN, COLORADO, APPROVING A
CONSTRUCTION AGREEMENT BETWEEN THE CITY OF ASPEN AND SHAW
CONSTRUCTION, LLC, AND AUTHORIZING THE CITY MANAGER TO EXECUTE
SAID AGREEMENT ON BEHALF OF THE CITY OF ASPEN.
WHEREAS, there has been submitted to the City Council a Construction Agreement
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 a Construction
Agreement between the City of Aspen, Colorado, and Shaw Construction, LLC, regarding the
Iselin and Truscott projects, a copy of which is annexed hereto and incorporated herein, and
does hereby authorize the City Manager to execute said Agreement on behalf of the City of
Aspen.
RaVel E. Richards, Mayor~
I, Kathryn Koch, duly appointed and acting City Clerk do certify that the foregoing is a true
and accurate copy of that resolute'on, adopted by the City Council of the City of Aspen,
Colorado, at a meeting held ~' ~.9~..: ,2001.
Kathryn s.JK0ch, City Clerk
CONSTRUCTION AGREEMENT
(Cost of Work Plus a Fee with
Negotiated Guaranteed Maximum Price)
THIS AGREEMENT. made and entered this 26th day of February, 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: Truscott The Architect is: Lofts Engineering, Sopris Engineering
Ted Guy & Associates, Charles Cunniffe Architects.. and DHM being the primary
contact
The Owner and Contractor agree as follows:
ARTICLE 1
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 am initialed by the City and Contractor 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 be~veen the
parties hereto and supersedes prior negotiations, representations or agreements, either
written or oral. An enumeration of the Contract Documents, other than Modifications.
appears in Article 16. If anything in the other Contract Documents xs incons~stem 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.
ARTICLE 3
RELATIONSHIP OF THE PARTIES
3.1 The Contractor accepts the relationship of trust and conftdence 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: ro 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
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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
payments 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 March 1,and subject ro the
issuance of all applicable permitsunless a different date is stated in a Notice 'to Proceed
issued by the Owner..
4.2 l'he 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 unersection will be Substantially Complete
(excluding landscaping and permanent signalized intersection) not later than August 1,.
subject to weather allowing the placement of pavement pursuant to CDOT specifications
by April 15. 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.
Sitework adjacent to Housing and the Golf Clubhouse will be Substantially Complete
concurrent with the Substantial Completion of those buildings. This contract is
anticipated to be amended to include work to complete the Golf Clubhouse and Housing
Units.
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 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 subject to adjustment only by Change Orders. For Changes in the work, in
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accordance with Article I0 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 :lifference 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 Ten million two hundred forty, thousand two hundred and eieven
($10,240,211) subject to Schedule A. and subject to additions and deductions by Change
Order as provided in the Contract Documems. Such maximum sum is referred to in the
Contrac! 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, if any. 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 in scope, systems, kinds and
quality of materials, finishes or equipment, all of which, if required, shall be
incorporated by Change Order.
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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 tenn 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 paymem 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.
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 (0.36%) 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 I 1.4 of the
General Conditions.
8.2 Items not established in Schedule B or enumerated above in Article 7.
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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 payment, 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 from the Cost of the Work.
ARTICLE 10
SUBCONTRACTS AND OTHER AGREEMENTS
10. I 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.
ARTICLE 11
ACCOUNTING RECORDS
11.1 The Contractor shall keep full 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 pertained 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.
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ARTICLE 13
FINAL PAYMENT
13.1 Final payments shall be made by the Owner to the Contractor in accordance with
Article 14 or,he General Conditions.
ARTICLE 14
MISCELLANEOUS PROVISIONS
14. l Where reference is made in this Agreemem m a provision of the General
Conditions or another Contraci Document. the reference refers ro 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 (30 days after receipt of request, excluding disputed items ~ at a rate of 1%
per month.
14.3 Contractor contingency 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 general, Contractor contingency is to be used for cost overruns not
generated or ininated by the Owner or its agents.
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 represemative 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 81506
14.8 Neither the Owner's nor the Contractor's representative shall be changed without
ten days' written notice to the other parry.
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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. I The Contract Documents. except for Modificauons 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
t6.~,5 The Supplementary and other Conditions of the Contract are those contained in
the Project Manual , and are as follows:
See Schedule A
16.~6 The Specifications are those contained in the Project Manual dated as in
Subparagraph 16.4 and are as follows: See Schedule A
16.67 The Drawings are as follows See Schedule A
[6.2_8 The Addenda. if any, are as follows:
Number: I Date: 2/7/01 Pages:
Portions of Addenda relating to bidding requiremems 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 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.
Owne{ (Signature) Contractor (Sign~
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?Printed name and title) ?Printed name and titled
CC7~O01.doc Page: 8
SHAW
S CI-I-EI)ULE A
February 19, 200I
Ed Sadler
Asset Manager
City of Aspen
130 South Galena Street
Aspen, CO 81611-1975
Dear Ed:
Thank you for the opporvanity to present the GMP for the Truscott CiviYSite[Utility
Improvements Project in Aspen.
We have produced this estimate based on the drawings dated January 29, 2001 by
Design & Sopris Engineering and the documents dated February 2, 200t by Loris and
Associates. As you are aware, this estimate is a result of several months of coordination
meetings, value-engineering efforts, and the intense 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.
SCHEDULE
~' The project is assumed to start on March 1, 2001 with Substantial Completion of the
Utilities, Truscott Entry, and Hwy 82 by late June, 2001; and the balance of the Site
and Highway 82 R.O.W. work completing in the Fall of 200t (Landscaping and
Irrigation is dependent in areas on the Housing and Clubhouse projects and will have
a phased completion coinciding with these projects in both the Fall of 200[ and the
Fall of 2002, weather permitting.)
DESIGN DOCUMENTS
1. Workscope letter, SCHEDULE A.
2. Bid Set'documents from DHM as follows: LE-01 to LE-03, I-1 to I-5, L1.0 to L1.2. L-
2.0 to L2.2. L-3.0 to L-3.3, L-4.0 to L-4.4. L-5.0 to L-5.2. L6.0 and Project
Specifications dated January 29,200 I.
3. Construction documents from Sopris Engineering as follows: EX-1. I to EX-I.4, C-
l.1 to C-1.4. C-2.1 to C-2.5, C-3.l to C-3.3, C-4.1 to C-4.3, C-5.1. C-5.2. C-6.1 to C-
7611 Horizon Drive * Grand Junrfion. CO 81506
Fax 970-241-5618 · www.shawconsl.corn
Phone 970.242-9236
1
6.4, C-T1 to C-7.5, C-8.1, C-9.1 to C-9.3, C-10.1, C-11.1, C-12.1, and C-13.1 dated
January, 2001.
4. Bid Set documents from Loris Engineering as follows: Sheets 1 to 99 (Excluding 33)
dated February 2, 2001.
Our price is in accordance with the documents, listed above, except as noted or clarified
below. Where an allowance is noted, it includes both labor and materials.
The following items are included.
SITEWORK
· Tree protection and removal. Tree Relocation is by Owner.
· Mobilization, clear & grub site, strip topsoil, strip asphalt and haul-off.
· Demolition and removal of existing paths, curbs, concrete walks, asphalt areas,
Tennis Courts, and Basketball Courts.
· Demolition of Starter Shack slab. Dismantling of Starter Shack is by Owner.
· Complete mass and footing excavation and store soils on site (existing tenrds court
area or existing parking area) for re-use.
· Export of excess soils of approximately 12,000 cy to locations determined by
subcontractor.
· Transport and grading of excess soils of approximately 10660 cy m Golf Course
Locations shown on "map" issued by Richard M. Phelps dated 2/06/01.
· Re-shaping of new berms at the golf course is included at $150 per hour for twenty
(20) total hours.
· Traffic control and road cleaning is included for this workscope, but not for adjacent
work by others.
· Temporary Fencing, Signage, Circulation, Bike/Pedestrian Paths. and Traffic control
is included as required for pedestrian and public safety.
· Backfill walls and footings with native material or at Contractor's option with
screened rock or pit run. At areas in Hwy 82 ROW, walls will be backfilled with
approved CDOT backfill as shown in Bid Documents.
· Hand excavation and compaction where needed.
· Site Drainage, including Detention Ponds, Culverts, Storm Pipe, and Catch Basins.
· Perforated foundation drain with gravel and "sock" mirafi subdrains routed to gravity
feed at Tunnel Foundation Drain Pipe and MSE Retaining Wall Foundation Drain
Pipe.
Surveying
· Temporary Electric, Water, and Sewer Services to the Temporary Pro
Shop/Restaurant Trailer Location. Gas and Cable not provided. (Utility service
charges will be paid by Owner)
· Utility work outside 5 feet of the building perimeter is incinded in this Scope.
· Deep and Shallow Utilities. Scope will include excavation, subgrade, prep, backfill,
and placement of storm sewer, sanitary sewer, and water service pipe. Natural Gas,
CATV, and Phone will be placed by Appropriate Utility Company in Contractor
supplied trench.
· Site Utilities shown 1. Sanitary sewer with connection to new sewer north of site.
2. Gas service excavation and backfill for (2417) lffor others to install service
and meter
3. Telephone site conduit (460) lfto existing pedestal locations
4. Water Distribution
5. Water and Sewer service to within 5 feet of buildings.
6. Installation of new concrete encasements, manholes, and vaults. Adjustment
of existing manholes/valve boxes.
7. Slurry fill required trenches (348 cy at Hwy 82 and 100 cy misc,)
· Sixteen (16) additional manholes replace (36) Storm Sewer Tees [Not in Documents)
as directed by City Engineer.
· Soil thawing/heating, tenting, and weather protection associated with excavation and
backfill.
· Fine Grade of site to +/-0.1' with native material and native topsoil in areas outside of
hardscape.
· Shoring at Hwy 82 for tunnel installation.
· Asphalt paving, including: 1. Hwy 82 intersection, acceleration/deceleration lanes, and temporary lanes.
2. Temporary roads, walks, and bike paths.
3
3. 4" (Total Thickness) Asphalt paving of Tmscott Drive, Entry Drive. Cart Paths.
and Cul de sac at East End.
4. Cut and Patch.
5. Jersey Barriers
· Concrete paving, as follows:
1. 6" thick Hwy Median, and Pans.
2. 6" thick Tunnel S.O.G.
· Installation and maintenance of erosion control fence on Tmscott Site Work and
erosion control fence/hay bales at Hwy. 82 work.
· Parking lines, lane lines, and Symbols. Temporary painted lines at Hwy 82, Entry
Drive, and Tmscott Drive.
· Guardrails
· Site furnishings shown, including: bike racks, tree rings, benches, trash enclosures.
and trash receptacles.
· The sitescape and hardscape including the following: 1. Boulder walls per Detail 3/L-5.0, Option #2.
2. MSE Walls.
3. Curb and gutter with colored broom finished concrete
4. Hwy Median Curb.
5. Landscaping and irrigation.
6. Re-seeding/Re-vegetation of disturbed areas. (Excludes Landscaping
Detention Ponds to be performed by Owner)
7. Restoration of l0th Fairway.
8. Seeding and Sodding.
CONCRETE
· Cast in place footings, as follows:
i. MSE Walls.
2. Pre-cast Tunnel wall footings.
· Precast three-sided boxes at both the entry underpass (10' x 14' x 76') and the Hwy
82 underpass (10' x 14' x 109'), including erection and connection plates.
· CMP Tunnel sections may be used in lieu of pre-cast concrete runnel sections if
required to meet the consumction schedule.
· Precast runnel anchor slabs and Headxvalls.
4
· Anchor bolts/templates and miscellaneous grout including rail post bases and P/C to
CIP bearing location.
· Light bollard/pole bases.
· Traffic Signal Mast Pole Caissons.
· Weather protecuon associated with concrete curing in cold conditions per ACI cold
weather standards.
STEEL
· Miscellaneous fabrications as follows including shop applied red oxide primer:
1. Stairs/Railings
· Stairs and Rails (2) at Hwy 82.
· Pipe railing at Stairs-on-Grade Allowance (scope not shown on Bid
Documents).
· Miscellaneous metals including expansion anchors, bolts and shims, and stone
support angles.
· Galvanized guardrails, posts, clips, bolts, nuts, and washers.
WOODS & PLASTICS
· 6x6 Timber posts at Stair on Grade Railings (Scope not shown).
THERMAL & MOISTURE PROTECTION
· Tunnel damp-proofing on (3) sides of structure and Waterproofing at Precast Joints.
· Tunnel joint caulking (inside and out) at vertical and horizontal Precast-to-Precast
joints and at the horizontal Precast-to-CIP joints.
· Concrete flatwork joint sealant as indicated.
FINISHES
· Painting of Steel Railings and Staining of Wood Posts at Stairs-on-~ade (Scope not
shown on bid documents).
SPECIAL CONDITIONS
· Total allowance of $10,150 for Hwy 82 and Truscott signage.
· Temporary and directional signage.
· (100) Mail boxes - Four Pedestals containing (25) P.O. Boxes each.
ELECTRICAL
· Site lighting bollards and poles.
· Tunnel lighting.
· Signalized Intersection. Lead-time of permanent Masts, Mast Arms, and Signals wilt
not allow completion until 4Q0t. A temporary signalized intersection is included
until the permanent signal is installed.
ADDITIONAL ALLOWANCES
1. Allowance of $150,000 for drilling/blasting caissons.
2. Allowance of $20,000 for Truscott Entry Sign.
3. Allowance of $15,000 for Tunnel Surveillance Cameras.
4. Allowance of $9.000 for (2) Emergency Call Stations.
5. Allowance of $50,000 for RFTA bus stop temporary re-locations and new bus stops.
6. Allowance of $25,000 for (2) Trash Enclosures.
7. Allowance of $22,500 for Conduit on Truscott Drive.
8. Allowance of $25,000 for Importing Boulders for Boulder Wall Construction.
GENERAL CONDITIONS
· Project Supervision, Labor/Site Foreman, and Project Management.
· Temporary utilities including temporary site phone, electricity, and potable water
· Contractor is not responsible for damage to utilities not located by Utility Companies.
· Temporary office including field radios, copier, fax, computer and tool storage
trailers, assuming shared facilities with the Aspen Golf/Tennis Clubhouse project.
· Temp toilets
Temporary fire protection
· First aid. Safety program and safety equipment
· Job vehicles for on-site Supervision.
· 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
ADDITIONAL ASSUMPTIONS
l. The Work will be completed in Phases, Maintenance by Owner and Warranty will
commence after thc Substantial Completion of the following phases:
a. Highway 82 and R.O.W. excluding Landscaping
b. Tmscott Site, excluding Landscaping
c. Highway 82 Landscaping
d. Tmscott Landscaping, excluding AGTC & Housing Landscaping
e. Truscott AGTC Landscaping
£ Tmscott Housing Landscaping
2. Standard labor rates will increase 5% in 2002 over current rates~ (Costs are
included in esthnate.)
3. One Year Warranty is included.
4. Future Tennis Court/Construction Staging & Parking Area is assumed to be
constructed orS" of crushed rock on Geofabric. This will remain in place for
acceptance of tennis court contractor. Restoration of this Area is excluded.
5. Contractor Contingency of $600,000 is included in Contract amount 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, s~kes, disruptions, shortages, work area conflicts), weather, labor and
equipment availability and productivity. In general, Contractor conungency is to
be used for cost over runs not generated or initiated by Owner or its agents.
The Following Items are specificallv excluded
I. 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.
7
2. Temporary Electrical work described in Holy Cross Electric letter to Lee Novak
dated 1/30/01.
3. All work associated with CMAC funding, including:
Totaling approximately $245,000 (Bid Package #3):
· 37,507 sfofConcrete paths/walks
· 15,955 sfofAsphaltpaths
· 1,479 sfof Gravel Roadway (East of Housing Loop)
· 553 If of Stair-on-Grade
· 53,462 sf sub-grade prep associated with walks/paths
4. Surveying of site to establish legal limits and benchmark.
5. Consultant Construction Administration.
6. Natural gas service and meters shall be installed by others.
7. Boulder Retaining Wall drain is excluded (it is required at grouted boulder wall
detail not being used).
8. Installation of phone and CATV service to the building panel. The Owner shall
contract these utilities to install service.
9. Installation of primary electric service or transformer. Materials for the
installation of primary electric service shall be paid for by Owner in agreement
with Holy Cross including cables, vaults, and conduits.
10. Temporary watering of newly seeded Golf Berms.
11. Under-slab drains in Highway 82 or Truscott Underpasses.
12. Pond Liner.
13. Hay Bale erosion control on Truscott Site.
14. Existing signage shall be salvaged by Owner.
15. Unknown subsurface conditions.
16. Trash dump sters or compacting equipment at trash enclosures
17. Hazardous material abatement and testing
18. Builder's Risk Insurance
8
19. Conveying systems/lffis.
20. Payphones, Phone Enclosures, and Vending Machines.
21. Restoration of Practice Greens.
22. Masonry Stone Veneer and/or Masonry Signage.
23. Concrete form liners.
24. Drinking fountains and hose bibs.
25. Warranty for any item more than one year after Substantial Completion.
26. Warranty bond.
27. Liquidated damages.
28. Sales Tax.
29. Terms and requirements as described in McLaughlin Water Engineers, Ltd. Dated
February 16, 2001 to the City of Aspen Water Department.
We sincerely look forward to working with you in making this project a success for the
City of Aspen.
Sincerely,
SHAW CONSTRUCTION
Keith B. Oxe~eider, P.E.
9
Project name Tmss~ Si[e & Utili~
CO
Client CI~ OF,ASPEN
Archite~ DHM Design
970-963~520
Engineer So~ds/Lods
Estimator KO/C~
Bid date ~15/01
Audit Dimensional
Repo~ format So~ed by 'Group phas~Phase'
'De~il' summa~
Shaw Construction Company Standard Estimate Report Pag~
Trusscott Site & Utility 2_/19/01 8:11
L Labor
Item Descri~3tio~ Takeoff Q~y Amount Amount Amount Name Amour
1000 GENERAL CONDITIONS
1100 Supervision
1101 ProiectManager 1.040.000 -- 109.200 109.20
1110 S[zDedntendent 2.400.000 nr 226.800 226.80
1125 Asst. Suoenn(enclent 2.496.000 nr 170.352 170.35
1125 General Suoenn[en~3ent 104.000 nr 10.920 10.92
1140 Labor Foreman 2.496.000 hr 60,278 60.27
1150 TraveFHous[ng 1.000 sum 12.000 12.00
· ~ Manager of Construction Services 300.000 nr 36.225 36.22
--- Pdnc~a[ 104.000 nr 15.288 15.28
-- Consultant CA [By Ova~er) 1.000 sum
Supervision 629,064 12.000 641.06
196.389.27t Labor hours
1200 Temp Utilities
1210 Temp, Phone Hookue 1.000 Isum 1.900 1.90
1215 Temb. Phone 12.000 mnm 4,800 4.80
1215 Computer Network Set-up 1.000 Isum 4,800 4.80
1220 Temo. Elecbficity 12.000 mnttl 3.000 3.00
1250 Potable Water 12.000 mnm 1.500 1,50
Temp Utilities 16,000 16,00
4.159.920 Labor hours
1300 Temp Office
1300 Temo Office 12.000 mhth 7.620 7,62
1301 Move-iq 1.000 each 750 75
1302 Move-out 1.000 each 950 95
1303 StorageTraiier 10.000 mnth 1.250 1.25
1304 Com~uterHardware&Software 39,000 mnth 10,842 10.84
1305 Copier(w/AGTC) 12.000 mnm 1.920 1.92
1306 Fax(w/AGTC) 12.000 mnth 1.320 1.32
1307 Field Radios/Phones 48.000 mnm 7,200 7.20,
1308 JobsiteCIerk 1.440.000 nr 60.480 60.48,
1309 Accounting&DataPrbcessing 820.000 hr 471355 47.35
--- Furniture 1.000 ~sum 8.400 6.40,
-- Postage/Express 1.000 sum 8.000 8.00,
Teml: Office 107,835 14,820 31,432 154,08
2.260,000 Labor hours
1320 Temp Facilities
1325 Temp Toilet (Rent) 52.000 mnth 7.800 7.80~
Tem~ Facilities 7,800 7,80~
1340 Safety
1341 FirstAidEau~ment 12.000 mnm 3.360 3.361
1347 Safet~ Director 36.000 nr 3.024 3.02.
1348 Hard Hats 20.000 each 400 40~
1350 Personal Safety Eqpt 1.000 ]sum 2.000 2.001
--- Fire protection t2.000 mnth 1,250 1,261
Safety 3,024 5.020 2.000 10.04,
2.115.960 Labor hOUrs
1600 Tools & Equipmnt
1610 Job vehicles 31.000 mnth 20.507 20,50;
1520 Tools&Equipment(Rent) 12.000 mn[n 6.000 8.001
1630 Tools&E(]u~omentConsumab~es 1.000 [sum 3.000 3.001
Tools & Eou~pmnt 9,000 20,507 29,50;
2.079,960 Labor hours
1705 Cleanup
Shaw Construction Company Standard Estimate Report Pa!
Trusscott Site & Utility Z/79/01 8:71
[ abo, ] L Ma ,iaJ _J LSub o. t I [ To ,
Item Description Takeoff Q~ Amount Amount Amount Name Amo
1705 Cleanup
1705 Cleanup 2,880.000 hfs 83,664 4,320 87,!
1707 Trasl~ Haul 18.000 each 19,800
-- Separate Recycling 52.000 wk 26,000 26J
Cleanup 109,664 4,320 19,000 133/
2,080.000 Labor hours
1735 Blue Prints
1735 Blue Pdnts 1.000 tsum 14,500 14,:
1736 As-Built Plans Copies . 1.000 lsum 4,000 4,~
1736 O&M Video 1.000 lsum 2;000 2;~
Blue Prints 20,500 20;
1745 Job Photographs
1745 Job Photographs 1.000 Isum 1,250 1,:
Job Photographs 1,260 1,;
GENERAL CONDITIONS 849,587 54,9?0 ?09,539 1,014,(
209,085.111 Labor hours
2000 SlTEWORK
2100 Clearing
2102 Clearing and Gmbbing 1.000 Isum
2104 TempFence 6,360.000 If 27,666 57,240 84,
2104 Tree Removal 41.000 each 8,200 8,
2104 Temp Fence Maintenance 6,360.000 ~f 6,360 6.
2105 StripandStockpileTopsoil 770.000 cuyd 3,850 3,
-- Snow Fence Separation 3,500.000 if 9,625 10,500 20,
-- Tree Protection 64,0.000 ha 18,592 7;040 2,560 28,
-- Tree Relocation (By Owner) 1.000 Isum
-- Temp Bamers 1,000.000 If 24,000 24,
Clearing 62,243 74,780 38,610 175,
2110 Demolition
2111 Path & Curb Demo 1.000 lsum 15,750 15.
2111 Building and Site Demoltion 1.000 [sum 60,870 60,
2113 Remove Asphalt 1.000 is 71,074 71,
2116 HaulOffDebds 1.000 Is 101000 10,
2117 Protect Existing Items 1.000 Isam 8,500 4.500 13,
-- Abandon Water & Sewer Lines 1.000 Is 30,000 30,
-- Move Starter Shack by Owner 1.000 Is
-- Demo Tennis & BB Courts 1.000 Is *
-- Move Jungle Gym 1.000 Is 3,000 500 3,
-- Misc Demo 1,000 [s 15,000 15,
--- Demo/Mill Hwy 82 Asphalt 1.000 Is
-- Demo Truscott Drive & C/G 1.000 Is
-- Demo Walks 1.000 Is 17,424 17,
-- Demo/Mill Entry Ddve 1.000 Is
-- Remove & Restore Temp Entry 1.000 Is
--- Protect Existing Bldg 1.000 Is 8.500
-- Dust Control/Anti-Tracking 7,500.000 sf 6,000
Demolition 11,500 11,000 228,618 251,
2200 Earthwork
2200 Earthwork Sub 1.000 tsum 362.604, 362,
-- Traffic Control 1.000 Isum 115.625 115,
--- Temp Entry Grading 1.000 Is 33,580 33,
-- Temp Staging and Parking Araas 1.000 Is 98,490 98
-- Temp Hwy 82 Lane Grading 1.000 is
-- Redistribute Fine Grade Topsoil 3,685.000 cy 92,125 92
-- Redistribute Topsoil to Golf Berms 1,720.000 cy 43,000 43
Shaw Construction Company Standard Estimate Report Pa§
Trusscott Site & Utility 2/~9/01 8:11
[ Labor J [ Material .~ r Subcontract 1 [ Total
Item Description Takeoff Qty Amount Amount Amount Name Amo~
2200 Earthwork
-- Building Pad Prep 12.000 each
-- Construction Surveying 1.000 Isum 100.000 100.(
-- Subgrade/Soff Seots 1.000 ~s 30.000 30.01
-- Temo Circulation Transitions 1.000 ~s
-- Temp Staging Areas Maintenance 1.000 is 14.000 14.01
--- ~ Reshaping Golf Ben"ns 20.000 nm 3,000 3,01
Earthwork 892.424 892.4;
2210 Grading
2211 Machine Finish Grading
2212 Hand Finish Grading 400.000 nrs 11.620 11
Grading 11.620 11
2220 Excavation
2222 UUiityExcavationExoort 10.000.000 cuyd 102.500 102.5(
2223 Surveying 1.000 sum
2226 Rock Removal 1.000 s 25.000 25.0(
-- Layout 600,000 qrs 17.430 5.400 22.8:
-- Excavate Tunnel/Structures 1.000 sum 17.520 17.5;
-- Excavate South Hwy 82 1.000 ~sum
-- Excavate Bike Path Tunnel 1.000 isum
Transitions
-- Break Frost Start Earthwork 1.000 is 17,500 17,5(
-- Snow Removal & Thawing 6.000 week 19.500 19.5(
-- Cut Truscott Drive 1.600 Isum
-- Excavate Retaining Walls Truscott 1.000 Isum
-- Export to Golf Course 10.660.000 cuyd 58,630 58.6:
-- Expor~ off-site 1.733.000 cuyd 17.763 17.7(
Excavation 17,430 5,400 258,413" 28"J,2z
240.000 Lat)or hours
2240 Backfilling
-- Class I Struct. Backfill Hwy 82 1.000 ]sum 57.648 57.6z
--- Hwy 82 Embankment Matedal 1.000 Isum 248,736 248.7..
(Special',
~-- Hwy 82 Aggregate Base Course 1.000 sum 55,353 55.3.:
--- Trascott Subgrsde (Excl. CMAC 1.000 sum 27,748 27.74
-- Truscott Base Course (Excl. 1.000 sum 82,144 82.1a
CMAC Areas )
-- Water Usage/Meter 1.000 is 15,000 15.0¢
-- Playground Subgrade Prep 1.000 ~sum 1.500 1
Backfilling 15,000 473,129 488,12
2250 Gravel
2252 Class6 5" thick for 4" Walks (NIC 63,786.000 sf 0
· CMAC))
-- Class 6 6" thick for Bike Paths &
Tunnel
-- Class 6 Hw,j 82 Base Course
-- Truscott Class 6 Base Course 6"
-- Bike Path Class 6 Base Course 6"
-- Restore Gravel Path Crusher 5.760.000 sf 4.608 4,60
Fines
-- Hwy 82 Median Base Course
-- Temo Bike Path Base Course
--- Golf Cart Paths Class 6 (NIC}
-- Restore Gravel Path to Cemetary 1.000 lsum 11.500 11.50
2260 Hand Excavation
Shaw Construction Company Standard Estimate Report p~
Trusscott Site & Utility 2/19/01 8:
[ L~bor ._J [ Material I Subcontract
Item Description Takeoff Qty Amount Amount Amount Name Amc
2260 Hand Excavation
2262 Hand Excavation 540.000 nrs 18.592 %280 19
Hand Excavation 18.592 1,280 19,
2280 Boils Comp Test
2280 Soil Comoact, Test 1.000 ~sum 103.000 t03,
Boils Coral: Test 103.000 103.
2285 Soils Stabilize
2285 Shoring at Hwy 82 Work 1.000 ~sum 118.800 118,
2500 Bite Drainage
2502 Detention Ponds 1.000 s 57.375 57.
2502 Volume Survey 1.000 each 6.500 6.
2508 Teme Metal Culverts 1.000 s 5.000
2512 Tunnel Foundation Drains 380.000 7,600 7.
-- Entry Temp Culvert 1.000 is 1,500 1,
-- Storm pipe, fittings, catcn oasms 1.000 is 488.076 488,
-- Fndn Drains MSE/Boulder Walls 1.000 sum
-- Weeps at MSE/BoulderWalls 1.000 Is
Bite Drainage 566.051 566.,
2540 Erosion Control
2541 Siltation Fence 5,500.000 Inft 13,750 13.'
2542 Hay Bales 50,000 each 1.000 1
-- Silt Fence Pond Area
-- Maintain Erosion Control 1.000 ~sum 1,500 2.000 3J
Erosion Control 1,500 2.000 14.750 18,;
2550 Bite Utilities
2552 WatarDistribution 1,000 leum 456,932 450.!
2553 Water and Sewer Services [o
Bldsgs
2554 T~e Existing Sanitary Sewer to 1.000 isum
New Main
2556 Sanitary Bewer t.000 Isum 333.078 333.(
2564 Gas Service Trenching 1.000 ~sum 21,753 21
2565 Telephone Service Trenching 1.000 lsum 6.900 6..~
2566 Electric Trench & Sleewng 1.000 [sum 33.075 33.(
-- Traffic Control
-- Cable Trancn 1.000 Isurn 1.771 1.7
-- Break Frost Utilities 1.000 Is 15,000
-- Snow Removal & Thawing 12.000 week 39,000 39.¢
-- Band & Oil Interceptor(NIC) 1.000 each 0 0 21.000 21,¢
-- Electrical Vautts 1.000 ~s 11.700 1%?
--- Adjust Manhole/valve boxes 1.000 ~s
-- Tamp Water Service Allowance& 4.000 Ioca 10.000 I0.C
Tie-ins to New
-- Pumping Sewer/Tame services 1.000 is
-- Slurry Fill Utility Trench Hwy 82 348.000 cy 10.440 29,580
-- Slurry Fill Misc Trenches 100.000 cy 3.000 8.500 11.5
--- Surveying 1.000 ~surr 92,000 92.0
-- Mwy 82 Storm Drain System 1.000 Isurn 46.540 46.5
-- Utility Sub Bonc 1.000 ~sum 24,597 24.5
-- As-Built Surveying and Documents t.000 ~sum 24.000 24.0
-- Temo Pro Bhop Restaurant 1.000 Isurn 56,452 56.4
Trailer (allowance}
-- Soecial Events Tent Rental 1.000 ~sum 2.000 5.000 7.0
{Allowance)
-- ProShoc Mud Control Sun'ace 2.000.000 sf 3,300 3.3
Shaw Construction Company Standard Estimate Report
Trusscott Site & Utility 2/19/01
Item Description Takeoff Qty Amount Amount Amount Name
2550 Site Utilities
-- Trailer Utility Service(Water. 1.000 Isum 28.637
Sewer Elec.. w/Phone in common
trench)
-- Trailer Utility HOOk*Up 1.000 isum 2.500
-- Tem~ Fence- Subcontractor 1.000 Isurn 10.200
-- Pothole Utilities 1.000 Isum 5.500
-- Snow Removal/Storage 1.000 ~sum 6.200 16,800
Site Utilities 21.640 43,080 1.260,735
480.000 Labor hours
2610 Asphalt Paving
2610 Asphalt Pay ng Hwy 82 (Excl, 1.000 sum 305.305
CMAC Areas)
-- Traffic Control Tr~sco~
-- Traffic Control Hwy 82
-- Jersey Barriers @ Hwy 82
-- Temp Road Entry Paving 5,000.000 sf 11.250
-- Temp Hwy 82 Lane Paving 1.000 sum 18.432
-- Tamp Walkways &Ped Corrrdors 1.000 Is 20.000
-- Temp Paths 1.000 Isum 28.500
-- Jersey Barriers Tamp Paths
-- Asphalt Patching 1.000 Is 15.000
-- Seal Coat Tmscott 136,962.000 sf 34.241
-- Asphalt Patch south of Hwy 82 1.000 Is 3.500
-- Asphalt cart paths 4" (NIC) 0.00 sf 0 0
-- Asphalt Paving Tmscott (Excl, 1.000 Isum 187.718 187.7~
CMAC Areas)
-- Jersey Barriers at Tunnel Const
-- Surveying/Layout
-- Asphalt Bike Path at 10th Fairway 1.000 Isum 6.699
-- One Tamp Bike Path Move 1.000 Isum 12.500
-- AsphaltTesting (CDOTSpecs) 1.000 Isurn
-- Asphalt Testing Tmscott 1.000 Isum
-- ~emovatiRegrede Entry & Paths 1.000 ~sum 13,400
Asphalt Paving 656,545
2620 Concrete Paving
2620 Concrete Paving Sub- Hwy 1.000 ~sum 50,103 50.10
82(ExcL CMAC Areas)
2620 Concrete Paving 12" - Hwy 82 1.000 Isurr 21.123 21,12
2620 Concrete Paving Hwy Median 6"
-- Concrete Bike Path 6"
-- Concrete Tunnel at Hwy 82
-- Concrete Tunnel at Entry
-- Repair & Replace Truscott 1.000 Isum 15,000
Housing Walks
-- Concrete Paving Testing 1.000 rsum
Concrete Paving 86.226
2625 Pavement Marking
2627 Preformed Thermoplastic 1.000 Is 3.218 3.21
Symbols & Markings
2627 TharmoalasticMarkings 1.000 Is 18.319 18,31
-- Temp Hwy 82 Lanes Marking 1.000 Is 5.000
-- Hwy 82 Stdping 1.000 Is 7.920
-- Truscott Sthp~ng 2.000 ~s 8.400
-- Entry/Parking Temp Striping 1.000 is 4,000
-- Repair Pavement Striping/Marking 1.000 Isum 2,500
-- Rail Reflectors 1.000 Isum
Pavement Marking 49,357
2630 Curb & Gutter
2631 Trescott Pan, Cu~ & Gutter 1.000 Isum 95,906
Shaw Construction Company Standard Estimate Report
Trusscott Site & Utility 2./19/01 8:11
Item Description Takeoff Qty Amount Amount Amount Name
2630 Curb & Gutter
-- Hwy Median Curb
-- Replace & Repair C&G 1.000 ~s 7,500 7.!
-- Hwy 82 Curb & Gutter 1~000 Isurr 15.320
-- Playground Curb 1.000 lsum 1.500
Curb & Gutter 120,226
2700 Site Improvement
2713 Wood Fence 924.000 Infl 10.626
2713 Wood Fence Rese~ 425.000 Inft 4,038 4i
2722 Restore/Transition Walks/Wails 1.000 sum 20.000
-- Boulder Wails 1.000 ~sum 164.150 164.~
-- MSE Walls Hwy 82 1.000 sum 287,348
-- MSE Walls Truscott 155.000 sum 6.595
Site Improvement 492,757
2750 Irrigation Sye
2751 irrigation System 1.000 sum
2751 Maintain Continuous Ooeration 1,000 sum 17,500
-- Restore irrigation Ditches 1.009 is 12.500 12.~
-- Water Services 1.000 is 7,500
-- Multiple Mobilizations 5.000 each 10.000
-- Restore/Repair irrigation 1,000 s 6.250
-- Irdgate Native Seed Areas 1,000 Is 7,800
-- Irrigation Teleme~'y Trench 700.000 if 6,300
-- Irrigation Sleeving 1.000 Isum 19,120
-- Misc. Sleeving 1.000 Isurn 11.500 11,5
Irrigation Sys 98,470
2760 Site Furnishings
2762 Site Benches 4.000 each 1.000 7.200 8,2
2764 Bike Racks 6.000 eacn 600 4.800 16.500 21,9
2766 Playground Equipment 1.000 Isum 10,658 10,8
2766 Playground Sudace 1.000 lsum 5,025 5,0
-- Hide-a-Bag Trash Receptacles 2.000 each 2,080 2,0
(allowance)
-- Misc Anchors/Assembly 1.000 Isum 1,500 500 2,0
Site Furnishings 3,10~ 14,580 32,383
2800 Landscaping
2800 Landscaping Sub 1.000 Isum 483,177 483,1
2806 TreeGrates 10.000 each 1,050 9,750 10,8,
-- Landscaping South of Hwy 82 1,000 Is
-- Re-Seed/Reveg Detention 1.000 Is
Ponds(By Owner)
-- Reseed/Reveg South of Hwy 82 1.000 Is 7,500 7,51
-- Restore Hardscape/Landscape 1.000 Is 38,000 35,01
-- Additional Mobilizations 4.000 each 14.000 14,01
-- Reveg West of Future Tennis 1.000 Isum 3,000 3,01
-- Reveg/Sod on Golf Course 1.000 Isum 4,250 4,2!
Landscaping 1,050 9,750 546,927 657,7:
2820 Lawns
-- Restore 10th Fairway 1.000 Is 10,000 10,0{
-- Temporary Watering 1.000 Isum 12,500 8,000 20,5(
--- Protect Landscaped Areas 480,000 hfs 13,944 4,320 18,2(
Lawns 26,444 4,320 18,000
SITEWORK 175,119 181,190 6,07f,629 6,427,85
720.000 Labor hours
Shaw Construction Company Standard Estimate Report
Trusscott Site & Utility 2/19/01 8:11
item Descriotion Takeoff Qty Amount Amount Amount Name
3000 CONCRETE
3110 Footings
3111 Surveying 1.000 Isum 3.500
3111 MSt Wall Footings 1.000 rsum
-- Footings at Underpasses 1.000 Isum 18.212 18,21
-- Headwalls at UnderPasses 1~000 Isum 4.050
-- Stair Foundations
-- Hw¥ 82 Railing Anchor Slabs 1.000 Isum 43.965
Footings 69.727
3130 Form Accessories
3134 P/C to ClP Connec~on Plains 1.000 ~sum
3180 Stair Forms
3181 Truscott Site Steps (NIC in CMAC 553.000 If
Pkg.)
3290 Freeze Protect
3292 Weather Protection 12,000 week 20,160 20.16
Freeze Protect 20,160 20,16
480,000 Labor houm
3340 Topping
3340 Equipment Pads 1.000 Isum 9,800
Topping 9,800
3410 Precest Concrete
3411 Truscott Jncterpass 1.000 Isum 61.695
3412 Hwy 62 Underpass 1.000 Isum 90.486
Precest Concrete 0 152,181 152,18
3490 Crane
3490 Precest Erection 1.000 sum 38,500
Crane 36,800
3520 Light Pole Bases
3520 Light Pole Bases 1.000 isum
3601 Grout
3602 NonmetalicGmut 1.000 Is 3,675
Grout 3,675
3841 Concrete Testing
3843 Concrete Testing
CONCRETE 20,160 3,675 268,508
480.000 Labor hours
5000 STEEL
5510 Metal Stairs
5512 SteeISteim&Rai;s(IncL 1.000 ~sum 53.352
Foundations)
5515 Stair Rails (Allowance, Not in 175.000 Inff 12.250
Drawings)
-- Ramo Railing (Allowance. Not 1.000 Isum 5,000 t 1.500
Show~)
Shaw Construction Company Standard Estimate Report Pa
Trusscott Site ~ Utility 2/19/01 8:1
Item Descripfion Takeoff Qty Amount Amount Amount Name Amo~
Metal Stairs 8.000 11,500 65.602 85,~
5850 Misc Metals
5895 Guar~rail Posts
5895 Guardrsils 1.000 [sum 44.714 44.7
5896 Bolts. Anchors, aha Misc Fastners 1.000 ~surn 7.750 7
-- - ChainLinkSnowFence 193.000 nft 16.502 ' __
Misc Metals 7.75~ 61.216 68.$
STEEL 8,000 19,250 126,818 154,0
6000 WOOD & PLASTICS
6100 Rough Framing
6100 Pro Shop 1.000 Isurn 10.000 10.0
De ckJRam ps/St airs (Allowan ce )
Rough Framing 10.000 10.0
6150 Wood Columns
larg Timber Stair Pos~s 41.000 each 11.275 4.100 15.3
Wood Columns 11,275 4,100 15.3
6188 Equipment Rental
6188 Fork Lift Rental 9.000 mnm 34.650 34.6
Equipment Rental 34,650 34.6
1.559.970 Labor hours
6190 Mat Handling
6190 Material Handling 832.000 hrs 24.170 1.331 25.,'
Mat Handling 24,170 1,331 25.51
WOOD & PLASTICS 35,445 40,081 10,000 85,5;
1.559.970 Labor hours
7000 THERMAL-MOIST PR
7100 Waterproofing
7120 Tunnel Waterproofing 2.433.000 isum 18.248 18.2~
-- Tunnel Darer)roofing 8.393.000 sqft 12.590 12.5,~
-- WP Multiple Mobil~z. ations 4.000 each 1.600
Waterproofing 32.437 32,4~
7900 Sealants
7900 Caulk&Sealants-Precast(2 3,772.000 if
sides)
7910 Caulk Flatwork Control Joints 1.000 Is
THERMAL-MOIST PR 0 0 32,437 32,43
9000 FINISHES
9900 Painting
9900 Paint&StainRaiis 1.000 Isur~ 15,000 15.0~
Painting 15,000 15.00
FINISHES 0 0 15,000 15,00,
Shaw Construction Company Standard Estimate Report Pag
Trusscott Site & Utility 2/19/01 8:11
~ L Material ]l '<~':~ Subcontract'-*":*; 1[ "'-Total-
Itarn Description Takeoff Qty Amount Amount Amount Name ~
10000 SPECL CONDITIONS
10400 Identifying Der
420 Signage Truscott Site 1.000 s 4.800 4.~
-- Signage Hwy 82 1.000 is 5.350 5..'
-- Temp Direct/Safety/Housing/Golf 1.000 ~s 4.000 20.000 24.C
Signage & Maps
-- install Intemection Mast Signage 1.000 Isum 1.500 1
Identifying Dev 4.000 20.000 11.650 35.t~
10550 Postal Specialty
552 100 Mail Boxes (25 Each on 4 4.000 each 2.000 10.000 12.C
Pedastals)
-- Move Mail Boxes 1.000 Isurn 2.500 2.5
-- Mail Box Pads 200.000 sf 1.200 1.2
Postal Specialty 2.000 10,000 3,700 15.7
SPECL CONDITIONS 6,000 30,000 15.350 51,3;
16000 ELECTRICAL
16001 Electrical Sub
000 Electrical Sub 1.000 sub 65.960 65.9
-- Surveying/Layout 1.000 Isum 10.500 10.5
-- Asphalt/Concrete Patch 1.000 Isurn 2.500 2.5
Electrical Sub 78.960 78.9
16400 Service
490 Tempora~jPower 1.000 sum 16.400 16.4,
Service 16.400 16.4~
16500 Lighting
550 Site Lighting 1.000 Isum 196.200 196.2~
-- Tunnel Lighting 1.000 ~sum 20.400 20.41
Lighting 216.600 216.61
16600 Special Systems
610 Signalized Intersection 1.000 ~s 188.000 188.0{
-- Ternp Signalizeri Intersection 1.000 Isum 28.300 28.31
-- Preempt Sys[em 1.000 Isum 14.000 14.0(
Special Systems 230,300 230,3(
ELECTRICAL 0 0 542,260 542,2~
18000 ALLOWANCES
18100 Allowances
-- RFTA Bus Stoes 1.000 ]sum 50.000 50.0(
-- Trash Enclosures 2.000 each 25.000 25.0C
-- Caisson Blasting. if Req'd 1.000 Isum 150.000 150.0C
-- Entry Sign 1.000 Isum 20.000 20.0C
-- Video Surveillance in Tunnels 1.000 ~sum 15.000 15.0£
-- Emergency Call Stations 2.000 eacn 9.000 9.0¢
--- Truscott Drive Conduit Allowance 1.000 sum 22.600
-- [rnaort Boulder Allowance 1.000 isum 25.000 25.0C
Allowances 25,000 291.500 316.5~
Shaw Construction Company Standard Estimate Report
TrusscottSite & Utility 2/19/01 8:11
item Description Takeoff Qty Amount Amount Amount Name
ALLOWANCES 0 25,000 291,500 316
19000 iNSURANCE/PERMITS/MISC
19300 Permits
I Building Permit (By Owner)
2 Plan Review Fee (By Owner)
3 Tap Fee (By Owner)
INSURANCFJPERMITS/MISC 0 0 0
Shaw Construction Company Standard Estimate Report Pa
Trusscott Site & Utility 2/19/01 8:'
Estimate Totals
Labor 1.094.310 211.845.081 nfs
Matedal 354.106
Subcont~'act 7,482~40
8.931.356 8.931,356
Warrant~ Reserve 36.619 0.410 % T
Labor inflation Facmr 21.886 2.000 % · C
General Liability Insurance 32.363 0.360 % T
Contractor Contingency 500,000 6.718 % C
690.868 9.622.224
CM/GC Fee 360t833 3.750 % T
360.833 9,983.057
Subcontractor Bonds 149,746 1.500 % T
Performance & Prat Bond 107.408 1.060 %
Total 10,240,211
SCHEDULE B
CM RATES
Principal $147.00/hr
Manager of Cons~'uciion Services $120.75flar
Consu~cfion Project Manager $105.00far
Assistant Project Manager $78.75far
General Superintendent $105.00far
Project $uperintendem $94.50/hx
Assistant Superintendent $68.25Par
Project Accountant $57.75/hr
Project Clerk $42.00/b_r
Safety Director $84/hr
Labor $29.05flar
Travel RT G$- Aspen $168/Tnp
Overtime Rates 1.5 x base rote
Personnel Vehicle $661.5/mo/Suptd, Proj Mgr
Field Computer Hardware/Software $278/mo/stafion
Field Radio $150/mo/uni~
Fax $110/mo
Copier $160/mo
Forklift $3,350/mo
Frost Blankets $30/mo/blanlret
NOTES:
*:* Atl mtes are subjeci to a 5% iaerease per annum effectivelanuary 1 ofeach year
*:* Overtime Ra~s do not apply to Principal or Manager of Construction Services
**** All equipment rates excludes m~int~nano~ (~ts