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HomeMy WebLinkAboutresolution.council.058-19 i►; i ASPEN RESOLUTION # 58 (Series of 2019) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, AUTHORIZING THE CITY MANAGER OR ASSITANT CITY MANAGER TO EXECUTE A CONTRACT ADDENDUME TO THE CONTRACT PREVIOUSLY ENTERED BETWEEN THE CITY OF ASPEN AND SHAW CONSTRUCTION LLC, PURSUANT TO RESOLUTION #15 (SERIES OF 2016). WHEREAS, the City of Aspen and Shaw Construction LLC previously entered a contract for the City of Aspen Civic Space Relocation Project for the Police Station and Civic Offices pursuant to Resolution#15 (Series of 2016); and, WHEREAS, there has been submitted to the City Council a Guaranteed Maximum Price (GMP) contract addendum for the New City Offices, 425/455 Rio Grande Building, between the City of Aspen and Shaw Construction LLC, a true and accurate copy of which is attached hereto as "Exhibit A". WHEREAS, the City Council has determined that it is in the best interest of the City of Aspen to approve the contract change pursuant to the terms thereof. NOW,THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, The City Council of the City of Aspen hereby approves a contract addendum regarding the GMP for the New City Offices 425/455 Rio Grande Building between the City of Aspen and Shaw Construction a copy of which is attached hereto and incorporated herein and does hereby authorize the City Manager to execute said addendum on behalf of the City of Aspen. INTRODUCED AND ADOPTED by the City Council of the City of Aspen on the 13th, day of May 2019. Ste ; n Ska ron, Ma or I, Linda Manning, duly appointed and acting City Clerk do certify that the foregoing is a true and accurate copy of that resolution adopted by the City Council of the City of Aspen, Colorado, at a meeting held, May 13, 2019. 1 �1 I ASPEN Linda anning, City Cle ADDENDUM#08 CONSTRUCTION CONTRACT—ADDENDUM Initial Contract:AIA A132 Standard Form ofAgreement Between Ownerand Contractor Project Address or Location: 425 Rio Grande Place.Aspen.CO 81611 A. Owner and Contractor are parties to the above-referenced contract("Contract")and wish to amend the Contract as follows: B. Contractor has been requested to perform and agrees to perform the following Addendum Scope of Work: Aspen City Offices—Building based on CCA Permit Set drawings issued 3/5/19 and Exhibits attached C. The compensation for said Addendum Scope shall be$ 24,793,764.00 ,which is in addition to the amounts stated below: This Amount $24,793,764 Previous ChangeAmount $3,105,979 Total ofChanges to date $46,325 Original ContractAmount $ Contract Amount to date $27,946,068 D. Section 4.4.7.1.The GMP for this Addendum is$23,893,763.00 with clarifications. Section 4.4.7.2. No alternates are proposed by this Addendum. Section 4.4.7.3. Allowances of$4,137,185.00 for City Office Building and$900,000 for Rio Grande Building Renovation and Contractors Contingency of$986,369 are included in this GMP. Section 3.3. The date of commencement on site is TBD Except as expressly amended or modified herein, the Contract shall remain unmodified and in full force and effect. This Amendment is executed on the " -day of May ,2019_. OWNER: nn CONTRACTOR: By:' �. By: Name: Name: Qam Title: Title: President Contractor's Contact Information: Street Address: 760 Horizon Drive,#201,Grand Junction,CO,81506 Contact Name: Sam Meyer,President Contractor Lic#: C-006164 SHAWC 0"W—r? Trust. Value. Insight. Build On. Aspen City Offices Building GMP 5-7-2019 CREATING BUILDINGS AND RELATIONSHIPS THAT LAST FOR MORE THAN 55 YEARS Oil. 75 ' t ��-✓.�-�� �t:. = f Y h�1- ,.fin 4 +t � �� t r } -. i.y�;_•� ..� a, �'4' � res, � � t�. t. May 7, 2019 Proiect• Aspen City Offices Aspen, CO City Offices 50% CD / Permit GMP WORKSCOPE NARRATIVE For• City of Aspen (COA) SHAW 34 CoA City Offices-Galena 5/7119 ACO Build Back 50%CD/Permit Set GMP City Offices All work shall be complete pursuant to the plans and specifications unless clarified or noted below. General Information • The City Offices ACO Build Back GMP is based upon drawings provided by CCA o Pen-nit Drawing pdf set dated 3/5/2019(majority of individual drawings are dated 2/7/2018) o Specifications date 2/S/2018 • The GMP is also based upon the following Clarification Exhibits o Exhibit A -Updated basement layout document titled"Proposed Basement-2019-03- 27" o Exhibit B -Updated construction type 2B document titled "Change to Construction Type 116_2019-02-13" o Exhibit C -Updated parking lot design document titled"Change Pavers to Asphalt" o Exhibit D-Updated hardscape paving at plaza level document titled"Hardscape revisions 2019-03-27" o Exhibit E-Interior tenant finish document titled"Interior Programming_2019-03- 28" o Exhibit F-Technology scope document titled"Technology Locates-2019-033-29- • ocates2019-03-29"o Exhibit G—Plaza Info(Waterproofing systems, concrete paving, rigid insulation, and gravel base locations) o Exhibit H—Exterior Waterproofing& Insulation o Exhibit I—Storefront& Rustwall o Exhibit J—Drywall &Ceiling Assemblies o Exhibit K - Interiors • Allowance amounts include all applicable labor and materials costs to complete the allowance work, unless otherwise noted. • Additional work or impacts to the baseline schedule that are not the responsibility of the Contractor may require a schedule extension and/or overtime that will be the responsibility of the Owner. • Shaw assumes responsibility for the costs associated with supplying the project with temporary utilities for the duration of construction as set forth in the project schedule or until substantial completion of the project is attained. All cost associated with utilities beyond this time are the responsibility of the Owner. • All applicable permits are the responsibility of the Owner. • Pricing is based on today's cost indices for materials and commodities. Due to the volatility in local,national, and world markets our pricing excludes any upcoming increases due to tariffs or"trade wars." Shaw is not carrying any contingency to cover this risk. If pricing increases are realized as described above Shaw will present all information and will be reimbursed under future PCO(S). 35 SHAW Page 2 of 15 CoA City Offices-Galena 5/7/19 ACO Build Back 50%CD/Permit Set GMP • It is assumed that all dimensions, elevations, surveying points shown on the CCA drawing set are accurate and have been coordinated with sub consultants. • Any details from the Police Department Project that are not included in the ACO drawing set have not been incorporated into pricing, unless clarified in the following pages. • Contractor Contingency has been included to cover costs Shaw will incur that the level of drawings does not show, or subcontractors have excluded/missed. This is based on our experience in the market and our recent experience with the subcontractor base. It is solely for the use of Shaw in completing the work shown and is not intended for any owner changes. • Design Contingency has been included to cover costs that the project will incur based on the current level of drawings and the assumed progression of design beyond what is currently shown. It is not intended to cover design additions/scope increases. • Estimating Contingency has been included to cover the unanticipated costs associated with the known-unknowns in quantities, unit rates, and scope gaps that Shaw Construction has applied that were not priced by the subcontractors due to pricing time frame. • General conditions are included for a 17-month duration. Any changes made by the Owner may result in schedule extension and additional general conditions costs. No schedule time or general conditions costs have been included for the Rio Grande Building renovation work. Schedule and GCs will be determined when scope and design is finalized. Section 002050—Site Support A. Includes 1. Costs for 20 weeks of real time monitoring to a web-based continuous system for acoustical, weather,dust,and vibration systems;these costs are included with the city offices pricing 2. Construction survey including final drainage and grading report 3. Continual rental of scaffolding at garage entrance that was previously installed during Utilities portion of work 4. 6' tall site construction fence rental 5. Shaw equipment 6. Shaw dumpsters Section 002220—Site Demolition A. Includes 1. Removal of existing Galena Plaza to new limits of landscaping and pavers 2. Approximately 450 tons of concrete removal; sidewalks, driveway pans,walls,stairs, interior slab of parking garage, etc. Includes haul off and dump fees Section 002315—Excavation & Fill A. Includes 1. Excavation and export of approximately 6,000 cy for basement due to minimal onsite storage for potential reuse;assumes existing material capable of 1:1 slope excavation 2. Approximately 1,000 cy of import fill for backfill of basement 3. Other structures based on excavated materials to be exported and backfill to be all import structural fill 4. Backfill and prep of interior slabs included as import fill with 3/4" rock 36 SHAW ® Page 3 of 15 CoA City Offices-Galena 5/7/19 ACO Build Back 50%CD/Permit Set GMP 5. 4"thick base under plaza level concrete where snowmelt does not occur 6. Geofoam at Grand Stair Void 7. Foundation perimeter drain 8. Site wall drains B. Excludes 1. Dewatering during excavation and backfill 2. Excludes permanent dewatering systems Section 002505—Site Utilities A. Includes 1. Trench,conduits,backfill of fiber optic line,CATC,and Telephone line in parking lot 2. Trench,conduits, backfill of electrical line from switchgear in Rio Grande island to new building transformer via parking lot 3. Main electrical cable from switchgear in Rio Grande island to new building transformer a. 2 runs of 3 phase 25kV, 1/0 A WG,Okonite cable—276 if per run b. 6 total 25kV, 1/0 loadbreak elbows in new building transformer c. 6 total 25kV, 1/0 loadbreak elbows in existing switchgear vault in Rio Grande 4. Trench and backfill of gas line to building 5. 5' diameter x 12' deep stormwater drywell included per VE document in lieu of 4' diameter x 17' deep drywell 6. Sand and oil interceptor included in parking lot due to asphalt parking lot in lieu of concrete and permeable pavers per Exhibit C B. Excludes 1. City fiber work for completing the"Aspen Triangle" loop. Scope is still being finalized and can be priced when complete. 2. Fiber optic, CATV,and Telephone cable to building 3. Gas piping and meter 4. Install of new building transformer Section 002740—Asphalt Pavin¢ A. Includes 1. 4"asphalt at parking lot per Exhibit C B. Excludes 1. Any scope in Rio Grande and Mill Street 2. Removal and Replacement along bank entry for electrical conduit;conduit to be installed from switchgear located in Rio Grande Section 002750—Site Concrete A. Includes 1. 4"thick sidewalks 2. 4"thick timeline entry walk with exposed aggregate finish 3. 4"thick walks at galena plaza with exposed aggregate finish in lieu of pavers; see Exhibit G 4. 5"thick sidewalk replacement adjacent to bank B. Excludes 1. Parking bands and 8"paving in parking lot; changed to asphalt 37 RREAHEMUfflarm SHAW Page 4 of 15 CoA City Offices-Galena 517/19 ACO Build Back 50%CD/Permit Set GMP 2. Sandblasting or any other concrete wall finish 3. Colored concrete Section 002905—Landscape A. Includes 1. Irrigation based on Landscape Contractor's assumptions for 20 irrigation zones(see allowances) 2. All trees at 2"caliper 3. 60/40 shrub to perennials ratio of measured bed area a. Shrub quantities based on four foot spacing b. Perennial quantities based on 12"spacing 4. Hydrotech Lawn Mix grow media roof included for 8"depth at all planting and sod locations B. Excludes 1. Irrigation design 2. Pavers; permeable nor non-permeable 3. Landscape warranties and maintenance past 1 year 4. Any additional gravel base/lightweight topsoil at existing garage to account for elevation change at tie-in for new building at plaza level. Dimensions not provided on drawings/details at this time—sheet A9.6. Section 002980—Site Furnishings A. Includes 1. No site furnishings B. Excludes 1. Bike racks,tables,chairs,trash receptacles,umbrellas and other exterior furnishings are assumed to be fiirnished and installed by the owner. Section 003310—Cast in Place Concrete A. Includes 1. 3,500 SF basement as indicated in VE documents for reduction in basement 2. Micropiles assumed to be drilled to depths no deeper than 20 foot in length 3. 5.5"slab on deck at all locations where Vulcraft decking shown B. Excludes 1. Temporary shoring for the concrete slab on decks 2. Moisture block admixture or topping at the concrete 3. Concrete foundation for plaza level stone benches Section 004000—Masonry A. Includes 1. 2 levels at southwest stair and elevator cores included as 8"smooth CMU 2. ST-1 —adhered stone veneer; San Miguel Santa Fe Blend 3. ST-2 same as ST-1 B. Excludes 1. All stone benches 2. Graffiti Coatings 38 SHAW Page 5 of 15 CoA City Offices-Galena 5!7/19 ACO Build Back 50%CD/Permit Set GMP Section 005120—Structural & Misc. Steel A. Includes 1. Decking at Levels 1 through 3 to be 18-gauge Composite Galvanized Decking 2. Standard ladder in lieu of a ship ladder for Roof Access. 3. Four(4) pipe bollards(2 at Trash Roll-up Door&2 at New Transformer Location) B. Excludes 1. Architecturally Exposed Structural Steel (AESS). 2. Architectural or decorative column covers. 3. Interior or Exterior Sunshades 4. Galvanized finishes Section 007120—Waterproofing A. Includes 1. GMX Ultrashield fluid applied vertical waterproofing at outside face of concrete below grade basement walls and stem walls 2. 215 mil layer of American Hydrotech Monolithic Membrane MM6125 system at plaza at locations indicated in Exhibit G consisting of: a. System Primer b. 90 mil hot rubberized asphalt c. Reinforcing fabric d. 125 mil hot rubberized asphalt e. Hydroflex RBII Root Barrier and Protection Course 3. Gardendrain GR30 and filter fabric between MM6125 system and Hydrotech growing media at irrigated areas B. Excludes 1. Fluid applied moisture mitigation for horizontal concrete 2. Any application at open air side of mechanical well and light well 3. Waterproofing below slab on grade in basement Section 007210—Building Insulation A. Includes 1. 2"GMX Thermal Drain R-10 board to outside face of concrete below grade basement walls 2. Exterior walls with Stone or Metal Panels: R-21 fiberglass batt w/6 mil poly vapor barrier glued to warm side of exterior walls 3. Foam pack to exterior windows,doors,and penetrations for air sealing 4. 3.5"thick DOW Thennax mechanically fastened to inside face of basement walls and CMU block wall as indicated in Exhibit H 5. R-21 unfaced batt insulation at drop ceilings as indicated in Exhibit B 6. 1.5"thick standard XPS 25 psi rigid insulation to outside of framed walls 7. 5.5"thick spray polyurethane foam to underside of metal deck as indicated in Exhibit B 8. Acoustical unfaced batt(R1 1/R19)for interior(4"/6")framed partition walls. respectively 9. Basement and Main Level Slab: 2"XPS beneath concrete 10. Snowmelt locations: 2"XPS beneath concrete sidewalks and 4"XPS beneath plaza level walks 39 SHAW 0Page 6 of 15 CoA City Offices-Galena 5/7/19 ACO Build Back 50% CD/Permit Set GMP B. Excludes 1. Rigid insulation at plaza level where snowmelt is absent 2. Rigid, batt, or spray foam insulation at roof overhang 3. Spray foam insulation on exterior walls Section 007260—Vapor Retarders A. Includes 1. 15 mil Stego wrap vapor barrier at basement and main level slab 2. Spray applied vapor permeable weather barrier at metal panels and stone veneer Section 007410—Metal Panels A. Includes 1. RustWall metal wall panels where shown and additional panels where indicated in Exhibit 1 2. Metal wall panels are unfinished and will naturally rust overtime B. Excludes 1. Pre rusting of panels and flashings Section 007530—Elastomeric Roofinz A. Includes 1. 60 mil Carlisle single ply EPDM membrane at R1, R4,and R5 2. 2-layers 4"polyiso rigid insulation at R 1 only a. Base layer to be mechanically fastened to decking b. 2id layer to be adhered to base layer 3. 20-year warranty 4. Additional mil thickness at ballasted PV system 5. %" DensDeck adhered cover board 6. 334 If of walkway pads 7. 1 roof hatch 8. Roof anchor system Section 008000—Doors,Hardware& Glazing A. Includes 1. Aluminum entrance doors to be Manko 1501 thermally broken wide stile doors 2. Aluminum storefront to be Manko 2450XPT system in Dark Bronze anodized finish in locations as shown in Exhibit 1 3. Operable windows to be Manko 32321 in Dark Bronze anodized finish with auto operators on each 4. Insulated glass to be double glazed 1-3/4" units in all storefront. Units to be SNX62/27 low E over MC37 clear,over 1/4"clear,tempered where required by code. 5. Skylight to be Skyline series elliptical single slope with 6 bays along length and 6 bays up slope. Framing to be same Dark Bronze anodized finished and glazed with 9/16" units, SN68 low E over SN68 Low E,over 5/16"clear HS lami with argon. Exterior framing to be segmented with an exterior trim applied for circular resemblance. 6. Channel glass to be Bendheim system, 70% Lamberts Linit P23/60/17(9-1/8"wide) profiles in 504 rough cast and 30%Clarissimo textures with low E coating on one channel in double glazed exterior applications. Aluminum framing to be BWS SF60 system,thermally broken. 40 SHAW Page 7 of 15 CoA City Offices-Galena 5/7/19 ACO Build Back 50%CD/Permit Set GMP 7. Exterior guardrail to be CRL P7 42"posts, glass fittings, and anchors, glazed with %" clear tempered laminated glass with polished edges. Includes straight and segmented guardrail in 4' sections where shown as circular. B. Excludes 1. Fire rated glass 2. Door lites 3. Bendheim Channel glass system at interior circular stair between level 1 to 2 and level 2 to 3; included as metal framed/drywall partition 4. Storefront and Curtain Wall Water Testing per ASTM E31 1,AAMA 501.1 & 1105. 5. Interior coiling doors 6. Glass film 7. Elevator smoke doors Section 09250-Drywall and Metal Framing A. Includes 1. Exterior metal stud framing per structural drawings with max gauge at 16 gauge. 2. Exterior glass mat sheathing 3. Engineered shop drawings for cold formed framing members/assemblies 4. 2x6 FRT wood blocking at parapet caps 5. 5/8" FRT plywood at underside of framing at soffits receiving T&G soffit materials 6. Interior light gauge metal wall framing assumed to be 20 gauge 7. 1-5/8"stud framed ceilings receiving direct applied tectum panels 8. Suspended single layer drywall ceilings at hard lid gypboard locations in restrooms 9. 1-hour shaftwall assemblies for one 10' x 10' shaftwall per level 10. 150 LF of 6"x 18-gauge flat strap blocking for accessories 11. Single layer 5/8"type X gypsum drywall with 2 layers at inside face of 1-hour wall locations shown in VE document indicating Type 213 construction 12. Moisture resistant gypsum board at wet wall areas 13. 5/8"denshield tile backer to 8' AFF at restrooms/locker rooms/showers 14. Level 5 finish at all exposed drywall surfaces 15. 3-sided drywall returns at windows 16. Acoustic sealant and insulation in deck flutes at full height walls 17. Fire tape only at all surfaces that are not exposed 18. Corner bead 19. USG or Armstrong acoustical ceilings systems as indicated at locations shown in Exhibit J-assumed to be 2' x 2' ceiling tile with 15/16"white ceiling grid 20. 1"tectum panels with beveled edge at locations shown in Exhibit J and included in Allowance Item#26 21. 9Wood 1100 Series wood grilles at locations shown in Exhibit J and included in Allowance Item #26 22. 15/16"black suspension system for 9Wood 1100 Series wood grilles 23. 9Wood Linear wood ceilings at locations shown in Exhibit J and included in Allowance Item#26 B. Excludes 1. Shop Drawings and/or engineering for interior metal stud framing 2. Impact or abuse resistant drywall 3. Metal strapping or wood blocking other than indicated above 4. Drywall reveal metal or expansion joints 5. Acoustic sound wall panels 41 SHAW BE� Page 8 of 15 CoA City Offices-Galena 5/7/19 ACO Build Back 50% CD/Permit Set GMP 6. High performance coatings 7. Writable wall paint 8. Wall covering Section 09600—Flooring and Tile(Part of Interiors Allowance 426) A. Includes 1. 5,107 square feet of ceramic wall tile at restrooms, locker rooms, showers a. Includes material allowance of$6.50/sf; tile,transitions,trim, freight, handling, subcontractor markup 2. 1.511 square feet of ceramic floor tile at restrooms, locker rooms,showers a. Includes material allowance of$4.00/sf 3. 1,778 square feet of LVT flooring at copy rooms and break room a. Includes material allowance of$4.00/sf 4. 2,700 lineal feet of standard 4" rubber base 5. 2,789 square yards of carpet tile;direct glue applied a. Includes materials allowance of$35/sy 6. 25 square yards of walk off carpet a. Includes materials allowance of$55/sy B. Excludes 1. Epoxy tile grout 2. Recessed walk off carpet 3. Polished concrete Section 10000—Specialties(Part of Interiors Allowance#26) A. Includes 1. 24 total restroom partitions and 4 total urinal partitions; plastic laminate finish 2. Exterior signage allowance of$5,000 3. Monument sign allowance of$15,000 4. Interior code minimum signage allowance of$18,500 5. Metal lockers and benches allowance of$10,000 6. 6 recessed fire extinguisher cabinets with 10 lb. Fire extinguisher 7. Restroom accessories allowance for 8 rooms at$5,000 each 8. Shower accessories allowance for 2 rooms at$2,500 each B. Excludes 1. Marker boards 2. Postal specialties 3. Corner guards 4. Flagpoles 5. Directories or plaques Section 11000—Equipment(Part of Interiors Allowance#26) A. Includes 42 SHAW RECIMMEKAJIM Page 9 of 15 CoA City Offices-Galena 517/19 ACD Build Back 50% CD/Permit Set GMP 1. Break room appliance allowance for 1 room of$5,000 B. Excludes 1. Trash compactors 2. Parking equipment 3. Window washing equipment Section 12000—Furnishings(Part of Interiors Allowance#26) A. Includes 1. 1,000 sf of manual single shade window coverings at$22/sf B. Excludes 1. Cubicles nor moveable partitions 2. High density operable storage shelving Section 13610—Solar Collectors A. Includes 1. 30.10 kW system 2. 86 Hyundai Mon-crystalline HiS-S350RI (350 watt)panels 3. 86 Enphase IQ 7+Microinverters 4. Unirac RoofMount RMDT racking system 5. Internet Monitoring 6. 25-year warranty on Enphase Microinverter and Unirac RoofMount RMDT racking system 7. Hyundai Solar 10 year for 90%of warranted minimum power and 25 year for 80%of warranted minimum power B. Excludes 1. Integration to any building automation systems 2. Additional framing or supports for the solar panels Section 14240—Elevators A. Includes 1. 4-stop Otis Gen2 for building elevator 43 SHAW �7 Page 10 of 15 CoA City Offices-Galena 5/7/19 ACO Build Back 50%CD/Permit Set GMP Designation d Model Obs Gen?-Elevator System Capacity and Speed 3500 lbs Passenger Q 150 fpm Stops,Floors b Rise 4 Stops-4 Front Openings With 43 It 2 in 0 Of Rise Clear Car Inside Dimensions 6 R 6 in W undo x 5 ft 6 n U8 deep Clear Hoislway 8 f16 in 0 vide x 6 ft 11 in O deep Clear Overhead d Pit Depth Overhead.12 ft 10 in 0 Pit.4 II 0 in 0 Door Typo I Sire Center Opening-42 n endo x 84 In high Control Space Machino Rewrites& Operation simplex Power Supply 208 or 480 Vohs.Three Phase AC.60 HerU Otis laminated steel cab shell. Cab Heigh! 93.n Cab Enclosure Brushed stainless steel standard return•header and car door Standard painted flat canopy with 4 LED down lights Brushed stainless steel.round bar.side and rear handrails Cab Flooring Fumished and nstailed by others Hobtway Entrance Finish(s) Baked enamel entrances at front Lsrerngs-LL,1.2.3 Aluminum sills at front landings LL.1.2.3 Brushed stainless slew standard car operating panel including round buttons wtth blue ilium,nabng hates Signals Hall fixtures,with flat metal brushed starless steel faceplates.mounted in entrance lambface and brushed stainless steel flat buttons Access at top and bottom landing with ron,ng Fuefghlens Seence Phase I and Phase It Handicapped and braille markings Constant Features Optlguard8,door reverse!device In car lantern Otis ADA hands free phone Emergency car lighting Code Compliance All appllcabte local,stale and national codes ANSI A17.1,Aspen.Colorado local code and A.D A Seismic Zone Or 1(non-swsmicI Maintenance 3 months after acceptance of elevator by owner including emergency callback service during normal waking hours. 2. 3-stop Otis Hy droFit for plaza elevator Designation 6 Model Otis HydroF4^Elevator System Capacity and Speed 3500 lbs Passenger(pl'1251pm Stops•Floors b Rise 3 Stops-1 Front Opening With 2 Roar Openings With 25ft0Litt oOfRise Clear Car Inside Dimensions 6 ft 6 in 3/4 wide x 5 1116 in till deep Clear Hoistway 6 ft 6,n 0 ode x 7 ft Set 1!4 deep Clear Overhead d Pit Depth Overhead-12 It 10.n 0 Pit.5 ft 0 in 0 Door Type/Size Center Opening.42 m vide x 64 In high Control Space Rlachine Roomless.tank and controller n hwstway qt. 3 it 7 access due on side wall of hwastwray at lowest floor served by others. Operation Simplex Power Supply 208 or 480 Volts.Ihroo Pliaso AC.(i0 Hertz Otis lamnalod steel cab shell. Cab Height 93m. Cab Enclosure Brushed stainless steel standard return,header and car door Standard painted flat canopy with 4 LED down lights Brushed stairdess steel,round bar,sde handrails Cab Flooring Fumished and installed by others Baked enamel entrances at front landings-1 Hastway Entrance Finish(s) Raked enamel entrances al rear landings-2.3 Aluminum sills at Iron landngs-1 Aluminum&Its at rear landings-2.3 Bnushed stainless steel standard car operating panel including round buttons win Nue dlum.nating halos Signals Hall fixtures.with&sl metal brushed stainless steel faceplates,mounted in entrance lambface and brushed starless steel nat buttons Access at top and bottom landmg with rornng Firefighters Service Phase I and Phase II Handicapped and braille markings Constant Features Optiguard&door reversal device In car lantern Otis ADA hands free phone Emergency car lighting Additional Features Independent sontco Code Compliance All applicable fowl,stale and nabonal codes ANSI Al local.Aspen,Colorado local code and A U A Selsaw Zona 0 Maintenance 3 months after acceptance of elevator by owner including emergency callback service dunnq normal waking hours B. Excludes 1. Battery return units 2. Connections to generator 44 wry�SPage 11 of 15 CoA City Offices-Galena 5/7119 ACO Build Back 50%CD/Permit Set GMP 3. Traveling cable Section 15100-Plumbing& HVAC A. Includes 1. Underground waste and vent to be PVC/DWV;above ground to be cast iron 2. Domestic water piping to be Aquatherm and PEX tubing 3. Commercial water heater with recirc pump and piping 4. Sump pumps for elevators 5. Exterior wall hydrants 6. Fixtures, faucets and drains per schedule on P5.01 7. Hydronic piping system includes piping from geothermal sump to new mechanical room a. Piping to be Aquatherm for piping 2"and larger and PEX for tubing 1.5"and smaller 8. Snowmelt piping per zone layout on M 1.01 and M 1.02 9. Rework existing snowmelt piping at bank for new sidewalk 10. Snowmelt schedule on M8.02 11. Domestic water and hydronic piping insulation 12. Mini split refrigerated systems for IT and Data Room cooling 13. Generator exhaust with fire wrap and ceramic liner 14. DDC control B. Excludes 1. Removal of existing sump basin in existing garage 2. APC in rack cooling for IT and Data Room equipment 3. DDC Echo Screen dashboard 4. DDC energy monitoring 5. PVC jacketing on exposed pipe insulation Section 15300-Fire Protection A. Includes I. System design is based upon NFPA 13 standards 2. 1 zone per floor 3. Steel pipe 4. Exposed piping with upright sprinklers in basement 5. Concealed piping and sprinklers main through upper level 6. Exposed piping and sprinklers at Tectum ceilings 7. Dry type sprinklers at overhangs B. Exclusions 1. Fire pump(s) 2. Clean agent system in IT/Data Rooms 3. Seismic protection 4. Coverage in existing garage 5. Freeze protection 6. Holding/water storage tanks Section 16010-Electrical A. Includes 1. Fire alarm system 45 SHAW Page 12 of 15 CoA City Offices-Galena 5/7119 ACO Build Back 50%CD/Permit Set GMP 2. 4000-amp electrical service 3. 80 kW gas genset 4. LV conduit similar to APD 5. Window blinds power at Top Level only 6. 2— 15kW UPS floor standing units for Data Room 7. It is assumed owner supplied/installed cubicles/moveable partitions will come self- contained with power/LV boxes for Shaw to be able to make final connection. B. Exclusions 1. Lightning protection 2. Temporary generator docking station 3. Fire alarm integration for existing parking garage 4. Data center equipment and racks—assumed to be furnished and installed by others 5. WiFi and cellular signal booster systems. 6. DAS system—both public and cellular. Section 18000—Allowances A. Includes I. Primary Electrical Wire& Terminate; $75,978 a. Furnish and install 25KV, 500AWG,jacketed cable at Rio Grande Place splice vault south to new splice vault approximately 505 LF between vaults. b. Furnish and install 25KV, 500AWG spices on existing 500AWG cable in vault in island of Rio Grande and in new vault South of island vault(QTY. of 9 splices) We will have to splice the 500AWG cable in the island twice due to phasing of project. c. Furnish and install 25KV, 500AWG,jacketed cable between new switch gear vault to existing vault in sidewalk near Puppy Smith Street approximately 10 LF. d. Install 25KV, 500AWG splices in existing vault at Puppy Mill Street to new 500AWG that is pulled in to the new vault sitting next to this existing vault (Quantity of 3) e. Furnish and install 25KV, 1/OAWG, Okonite cable between existing vault that is being made a splice vault in the island of Rio Grande to the new switch vault North down Mill Street 4151-F. f. Furnish and install 500AWG,25KV terminations(Quantity of 6)on cable in new switch gear vault at Puppy Mill Street and 1/0,25KV terminations (Quantity of 3). 2. Subsurface Unknowns During Excavation; $50,000 a. Rock blasting, rock removal (greater than 2 CY), unsuitable soils, hazardous materials, etc. 3. Adjacent Building Monitoring;$10,000 a. Ongoing monitoring costs of Rio Grande Building, Pitkin County Library, Mill Street Condos, Bank Building and existing parking garage structure 4. Bike Ramp and Tread Nosings at Grand Stair; $15,000 a. This allowance is for a cast-in-place bike ramp and metal tread nosings, similar to APD grand stair 5. Precast Beam and Brick Removal: $114,000 a. This allowance is for the work associated with removing,cutting and removal of the existing precast beams and brick, not detailed in the demolition drawing set 6. Structured Cabling: $96,500 46 SHAW �m Page 13 of 15 CoA City Offices-Galena 517/19 ACO Build Back 50%CD/Permit Set GMP a. Allowance includes costs for vertical and horizontal cabling and fit out of the main data room and (2) IDF rooms per Exhibit E. 7. Landscape Irrigation- Install and Materials, Design by others: $40,000 a. Design is assumed to be completed and issued by landscaping designer per updated COA engineering requirements/standards 8. Radon Vent System; $40,000 a. This is allowance is for the design build costs of a passive, under slab radon vent system 9. PV Disconnect and Metering; $10,000 10. UPS System—30kW: $70,000 a. (2) 15 kW floor standing units for the data room 11. Lobby Radius Stair Treads and Railing: $100,000 12. Geothermal Concrete Basin: $150,000 a. Demo, excavation, installation, backfill,coatings,access/ladder 13. Weather Conditions,snow removal,temp heating, concrete additives,etc: $150,000 14. Mock Ups: $15,000 15. Neighbor Outreach: $10,000 16. LEED Dynamic Plaque: $6,000 17. A/V System: $90,000 a. Allowance includes empty conduit per locations shown on Exhibit F, equipment,wiring and install. 18. Access Control/CCTV: $152,000 a. Access Control- Includes card readers and door hardware for(38)door locations as shown in Exhibit F b. CCTV-Includes conduit and one Cat6 cable to(12)different CCTV locations as shown in Exhibit F 19. Repair Existing Building Waterproofing: $15,500 a. For use after exposing any adjacent building/structure waterproofing due to excavation and/or exploration 20. Waterproofing and Topping Slab at Parking Structure Above Occupied Space: $51,000 21. Intumescent Paint/2 Hour Drywall Wrap and Draft Curtains at Atrium: $100,000 22. Underpinning for Foundation Excavation at SW Corner: $50,000 23. Public Communication Services: $54,725 a. Remaining contract value for PR Studio 24. Traffic Control: $50,000 25. Expansion Joints and Waterproofing Tie In to Existing Structures; $15,000 26. ACO Interiors:$2,520,486 a. See Exhibit K—Interiors estimate for scope included Value Engineering For pricing of VE items see BSL GENERAL EXCLUSIONS A. Permits and Plan Review Fees,development fees,land lease fees,right-of-way fees,impact fees a. Assume 50%permit fee waivers for MEFP trades 47 SHAW Page 14 of 15 CoA City Offices-Galena 517/19 ACO Build Back 50%CD/Permit Set GMP B. Any sales and use tax C. Cost for 31 party inspections D. Davis Bacon wages E. Costs for LEED Certification F. All furniture, fixtures and equipment(FF&E), including modular wall systems G. Architectural and owner intent H. Costs for changes required by Building Department code review or other jurisdictions having authority We look forward to working with you on this project. Sincerely, Jamie Neyers SHAW CONSTRUCTION CC: Sam Meyer—Shaw Construction Brian Thomas—Shaw Construction 48 SHAW Page 15 of 15 SHAW City Offices City of Aspen CCA Office 50% CD/ Permit Set GMP Estimate Executive Summary TOTAL PROJECT Description /SF of Bldg Comments City Offices 36,875 GSF General Conditions 2,075,778 56.29 17 Months Sitework 3,720,369 100.89 Building 13,239,991 359.05 Interiors 2,606,482 70.68 Subtotal 21,642,620 586.92 Tech Services 29,867 0.81 Estimating Contingency-0.5% 119,469 3.24 Design Contingency-2% 433,450 11.75 Contractor Contingency-2% 433,450 11.75 Preconstruction Fee - Included Elsewhere Contractor Fee -5.45% 1,234,908 33.49 VE Total - Pending Accepted BSL Items City Offices Budget 23,893,764 647.97 Rio Grande Bldg Renovation 900,000 Allowance Total Project 24,793,764 67 5/8/2019 1 of 1 Shaw Construction CITY OFFICE SITEWORK AND BUILDBACK 3.15.19 Item# Description Quantity Unit Unit Cost To Cost Comments r • r sum below 010010 Project Manager 1,960.67 hrs 72.902855 1424938.20 2/3 time 010020 General Superintendent hrs - 010030 Project Superintendent 2,941.00 hrs 104.71789 307,975.31 17 mo FT 010040 Assistant Superintendent 2,941.00 hrs 95.79847 281,743.30 17 mo FT 010050 Assistant Project Manager 2,941.00 hrs 63.6057 187,064.36 17 mo FT 010060 BIM Coordinator 392.59 hrs 54.29636 21,316.03 5 mo,16 hrs per week 010070 Project Administrator 735.25 hrs 38.687375 28,444.89 010100 General Laborer hr 40.515125 excl Cost of the Work. Provide Hourly Billing Rate 010110 Safety Director 85.00 hrs 104.71789 8,901.02 5 hrs/month 010120 Staff Subsistence/Accom./Meals 17.00 mo 8600 146,200.00 010130 Staff Travel - N/A-w/staff vehicles 010140 Staff Vehicles 11,261.25 hrs 7.81 87,950.39 Including ALL operating costs,fuel,insurance 010150 Staff Parkin 17.00 mo 800 13,600.00 Exclude trade arkin 02 DOCUMENTATION 46,050.00 sum below 020010 Plans&Specifications Printing 1 Is 8000 8,000.00 020020 Photographs 17.00 mo 600 10,200.00 Aerial Photography-Stills&Video 020030 Submittals 1 Is 20000 20,000.00 Intend to use Procore for Project 020040 As-built/Record Drawings 1 Is 1500 1,500.00 harccopy and electronic 020050 Closeout Documents/O&M Manuals 1 1 1500 1,500.00 hardcopy and electronic 020060 Project Signage 1 Is 30001 3,000.00 Video documentation will be of mechanical 020070 Video Documentation 1 Is 1850 1,850.00 system upon turnover of buildin . 03 SAFETY 20,400.00 sum below 030010 Safety Equipment 1mo 550 9,350.00 030020 First Aid Su lies mo 150 2,550.00 030030 Fire Extin uishers mo 125 2,125.00 030040 Dru Testin Cost of work if required 030050 Safety Pro rams mo 375 6,375.00 1• TEMPORARY 23,675.00 sum below 040010 Field Offices Set U and Demobilize 0 ea 1500 Assume Shaw can utilize Rio Grande Bld 040020 Field Offices Monthly Rental Costs mo 500 - Assume Shaw can utilize Rio Grande Bldg 040030 Field Office Furniture 0 Is 0 N/A-Carried in utility&demo GCs 040040 Off-site Storage not required 040050 Portable Toilets 102.00 mo 150 15,300.00 Avg 6 per month 040060 Site Camera/Live Video Feed Cost of work if required 040070 Security Guard Cost of work if required 040080 Jobsite Drinking Water 17.00 mo 125 2,125.00 040090 Office Sup lies&Equipment 17.00 mo 250 4,250.00 040100 Postage&Shipping 1 Is 2000 2,000.00 040110 Other(explain) 05 TEMPORARY 050010 Temporary Water Service/Sewer i Is 800 800.00 set up 050020 Temporary Power 1 Is 700 700.00 set up 050030 Temporary Generators Cost of work if required 050040 Temporary Lighting 1 Is 500 500.00 set u monthly costs-power,gas,water,sewer 050050 Temp Office Utilities Monthly fees 17.00 mo 600 10,200.00 (excl hones 050060 Tele hone Set U 1 Is 600 N/A-Carried in utility&demo GCs 050070 Telephone onthly Fees 17.00 mo 200 3,400.00 050080 Cell Phones 11,261.25 hrs 0.61 6,869.36 050090 Radios N/A-with cell phones 050100 1 IT-copier,fax,printer,network setup 1 Is 750 750.00 050110 IT-copier,fax,printer,network rental/month) costs 17.00 mo 500 8,500.00 Other(explain)IT Services(computer,network, 050120 software) 11,996.50 hrs 3.18 38,148.88 050130 Other(ex Iain) 06 ACCESS/HOISTING 17,800.00 sum below 060010 Access Roads Access road not anticipated, 060020 Barricades/Temporary Fencing 872 If 12 Acoustical barriers included in cost of work 060030 Ladders&Stairs Cost of work 060040 Covered Walkways If Cost of work if required 060050 Storm Water Management 17.00 mo 400 6,800.00 060060 Erosion Control 1 Is 5500 5,500.00 060070 Shoring Cost of the Work 060080 Traffic Control Cost of the Work 060090 Protection of Adjacent Construction Cost of the Work 060100 Protection of Installed Construction Cost of the Work 060110 Surveying 1 Is 5500 5,500.00 Establish Control Points only. 060120 Construction Layout Cost of the Work,by trades 060130 Field Engineering Equipment N/A 060140 Vehicle Expenses and/or Rental - w/Staff Vehicle Expense 060150 Fork Lift Cost of the Work 060160 Material Hoisting Cost of the Work 060170 Personnel Hoisting - Cost of the Work 060180 Scaffolding Cost of the Work 060190 Water Truck Cost of the Work 060200 lWeather Protection including heat Cost of the Work 060210 l5now&Ice Removal 01 hrs 1 29.54 Allowance 07 CLEAN UP 46,519.29 sum below Dumpster Fees 1 501 ea 1 1250 Cost of the Work 070020 Progress Cleaning 735.25 hrs 29.54 21,719.29 070030 Final Clean Up 40000 sf 0.62 24,800.00 1' below 080010 Soils&Geotech Testing(by Owner) B Owner 080020 Concrete Testing(by Owner) B Owner 080030 Weld&other Special Inspections(by Owner) By Owner 080040 Additional Contractor QA/QC Not included / /INSURANCES 625,332.07below 090010 Building Permit by Owner) excl By Owner 090020 Plan Check Fee(by Owner) excl By Owner 090030 Water Tap Fees(by Owner) excl By Owner 090040 Sewer Tap Fees(by Owner) excl By Owner 090050 Sanitary Tap Fees(by Owner excl By Owner 7 By Owner;Trade Permits are Cost of the 090060 Other Government Fees&Permits(by Owner) excl Work 2 years-Based on$24M value(.40 for 1 year, 090070 Warranty Reserve-2 years 1 Is 144000 144,000.00 .60%for 2 ears) 090080 Performance&Payment Bonds 1 Is 158400 158,400.00 Based on$24M value(.66%) 090090 Builder's Risk Insurance 1 Is 88,800 88,800.00 Based on$24M value(0.37%) 090100 General Liability Insurance 1 Is 222000 222,000.00 Based on$24M value(.925%) Please note City of Aspen projects are tax 090110 ITax-excluded excl exempt 090130 Other(explain)Corporate Scheduler 136.00 hr 89.206385 12,132.07 090140 Other(explain)Construction Manager 090150 Other(explain) - Total General Conditions&Fees 2,075,778.10 Proposed Total Schedule Duration(months) 17.00 List 5 ecific Exclusions Here(add rows as needed): Item# Description Quantity I Unit Unit Cost Total Cost Comments 1 Preconstruction fee _ excluded Excluded. 2 Monthly Audit excluded Assumed will not occur SHAW Aspen City Offices Page 1 Permit Drawings/50%CD Set 5/3/2019 1:19 PM ACO Build Back GMP Aspen City Offices-50%CD Permit Set-2019-05-03 Revl.pee Project name ACO Build Back 425 Rio Grande Place Aspen CO 81611 Estimator JN Labor rate table 1 Job size 36875 sf Duration 17 mo Bid date 1/26/2019 Report format Sorted by'Group phase/Phase' 'Detail'summary Allocate addons Print son level notes 49 CONFIDENTIAL The rnformaliar and data m this repaf are stwtly confidential and are sup>'ied ai the wrlerstanoing that they will be held confidentially and not disclosed to thudpanies wrlhwf the par w dten consent of Shaw Carslruction. AW Aspen City Offices Page 2 Permit Drawings/50%CD Set 5/3/2019 1:19 PM ACO Build Back GMP Aspen City Offices-50%CD Permit Set-2019-05-03 Revl.pee Group Phase Description Takeoff Quantity Total Cost/Unit Total Amount Previous Budget/Notes 001000 GENERAL CONDITIONS* 001006 GENERAL CONDITIONS Shaw City Offices GC's 17.00 mo 122,104.59 /mo 2,075,778 GENERAL CONDITIONS 36,876.00 sf 66.29 Isf 2,075,778 GENERAL CONDITIONS* 36,875.00 sf 56.29 /sf 2,075,778 002000 SITEWORK* 002060 SITEWORK SUPPORT Potholing Allowance-w/Utilities incl 0.00/incl 0 Traffic Control-SEE • AL 0.00/AL 0 ALLOWANCES Acoustic Services- Utilities ` incl 0.00/incl 0 Acoustic Real Time Monitoring 20.00 week 2,300.00 /week 46,000 Sound Barrier Mitigation during •AL 0.00/AL 0 Shoring Operations-SEE ALLOWANCES Street Cleaning 12.00 mo 1,500.00 /mo 18.000 Boom Lift-1 Ea for Duration 17.00 mo 3,025.00 /ria 51,425 Scissor Lift-2 Ea for Months 12.00 mo 1,166.00 /mo 13,992 Construction Temp Fencing 1,000.00 11 10.94 If 10,937 Safety Scaffolding at Garage Entrance 12.00 mo 4,009.83 /ria 48,118 Carpenter Foreman 3,120.00 hr 43.02 /hr 134,207 Clean Up-Avg 2 Men for 2 Days per Week 2,500.00 hr 30.85 /hr 77,131 Construction Surveying 40,000.00 sf 1.25 Isf 50,000 Generator 6.00 mo 2,000.00 Imo 12,000 Signange and Barricades 17.00 mo 250.00 Imo 4,250 Dumpsters 17.00 mo 5.000.00 /mo 85,000 SITEWORK SUPPORT 36,876.00 sf 14.94 /sf 661,060 002110 HAZARDOUS SOIL REMOVAL Hazardous Soil Removal 'ex 0.00/ex 0 by Owner if required 002220 SITE DEMOLITION Demo in Existing Parking Garage for New 867.00 st 33.15 /sf 28,739 Stutsman Footings Demo Existing/Temp Asphalt 17,623.00 sf 0.93 Isf 16,394 Stutsman Demo Concrete Paving,Sidewalks,CBG, 489.00 ton 135.74 /ton 66,377 Stutsman etc. Demo Green Space at Galena Plaza 1.00 Is 150.779.00 As 150,779 Stutsman Remove Trees 17.00 ea 266.08 lea 4,523 Stutsman Saw Cut Asphalt *incl 0.00/incl 0 Saw Cut Concrete *incl 0.00/incl 0 Tree Protection 3.00 ea 500.00 lea 1.500 Taster Demo-Terrace,Stairs,Trash, 1.00 Is 17,724.59 As 17,725 Stutsman Walls,Drywell SITE DEMOLITION 36,876.00 sf 7.76 Isf 286,D36 D02240 DEWATERING Dewater Excavations ` ex 0.00/ex 0 002.160 SHORING&UNDERPINNING Shoring System for Excavation- •AL 0.00/AL 0 SEE ALLOWANCES 002260 EXCAVATION SUPPORT Earthwork Contractor GC's 1.00 Is 52,300.00 As 52,300 Stutsman EXCAVATION SUPPORT 36,676.00 sf 1.42 Isf 62,300 002316 EXCAVATION&FILL Geofoam at Stair Void 1.00 Is 63,294.00 As 63,294 Stutsman Excavation-Site Walls 327.00 cy 31.09 Icy 10,165 Stutsman Excavation-Timeline Walls 202.00 cy 34.46 Icy 6.960 Stutsman Excavation-for Micro Pile Drill Rig at 61.00 cy 53.25 Icy 3,248 Stutsman Grand Stair/Elevator 50 Excavation-Grand Stair 164.00 cy 37.04 Icy 6,075 Stutsman Excavation-Plaza Elevator 336.00 cy 63.27 Icy 21.260 Stutsman Backfill-Slte Walls 295.00 cy 64.85 Icy 19.131 Stutsman CONFIDENTIAL.The,ulormalion and data in tha report are strcAy conrrcknhal ad are suppied on the understanding that they will be held confidentially and not disclosed to thedparies wrlhout the prior wrdlen consent of Shaw Construdw. SKARN Aspen City Offices Page 3 Permit Drawings/50%CD Set 5/3/2019 1:19 PM ACD Build Back GMP Aspen City Offices-50%CD Permit Set-2019-05-03 Revl.pee Group Phase Description Takeoff Quantity Total Cost/Unit Total Amount Previous Budget/Notes 002315 EXCAVATION&FILL Backfill-Timeline Wags 151.00 cy 60.35 Icy 9,113 Stutsman Backfill-Grand Stairs 214.00 cy 71.53 Icy 15,308 Stutsman Backfill-Plaza Elevator 210.00 cy 72.75 Icy 15,276 Stutsman Excavation-Tasters Site Wags 206.00 cy 34.98 Icy 7,205 Stutsman Backfill-Tasters Site Walls 167.00 cy 61.03 Icy 10,192 Slutsman EXCAVATION&FILL 36,876.00 sf 6.08 Isf 187,229 002320 BUILDING EXCAVATION Excavate Basement-Export of All Spoils 5,975.00 cy 39.83 Icy 237,985 Stutsman Excavation for Pads in Garage 60.00 cy 109.58 Icy 6,575 Stutsman Backfill Basement Walls-Import 943.00 cy 59.60 Icy 56,200 Stutsman Backfill for Slabs-Import 8,787.00 sf 16.49 Isf 144,929 Stutsman Hand Excavate 80.00 hr 30.85 Air 2,468 Hand Compaction 80.00 hr 40.85 Atr 3,268 BUILDING EXCAVATION 36,676.00 sf 12.24 Isf 461,426 002370 EROSION CONTROL Vehicle Tracking Pad 2.00 ea 3,227.80 lea 6,456 Stutsman BMP's 1.00 Is 2,944.00 As 2,944 Slutsman Concrete Washout 1.00 Is 2,500.00 As 2.500 EROSION CONTROL 36,876.00 sf 0.32 Isf 11,900 002470 SPECIAL FOUNDATIONS Mlcropiles at Grand Stair Case 44.00 ea 1,500.00 lea 66,000 SPECIAL FOUNDATIONS 36,876.00 sf 1.79 Isf 66,000 002606 SITE UTILITIES 6"DIP Garage Water Service 1.00 Is 5,291.00 As 5,291 Stutsman Water Service to Building 1.00 Is 4,168.00 As 4,168 Slutsman SITE UTILITIES 42,660.00 sf 0.22 Isf 9,469 002660 PIPED ENERGY DISTRIBUTION Gas Service Trenching 134.00 If 66.14 /if 8,863 Stutsman PIPED ENERGY DISTRIBUTION 36,876.00 sf 0.24 Isf 8,863 002680 SITE ELECTRICAL Landscape I Site Lighting 40,000.00 sf 1.63 /sf 65,200 Fiber Optic-Trench,Conduits,Backfill 318.00 If 56.10 M 17,841 Stutsman Electric-Trench,Conduits,Backfill 276.00 If 76.60 At 21,141 Stutsman CAN-Trench.Conduits,Backfill 242.00 If 69.60 /if 16,844 Stutsman Telephone-Trench,Conduits,Backfill 130.00 If 66.43 M 8,635 Stutsman Primary Cable Pull from Library 250.00 8 200.00 M 50,000 Transformer to Switchgear SITE ELECTRICAL 36,876.00 sf 4.87 Isf 179,661 002620 SUBSURFACE DRAINAGE 4"Pert.PVC Pipe Wall Drains 160.00 If 39.80 At 6,368 Stutsman 4"Pert.PVC Pipe Wall Drains at Tasters 160.00 If 45.29 AT 7.246 Stutsman 4"Ped.PVC Pipe Foundation Drain 450.00 8 38.90 /if 17,503 Stutsman SUBSURFACE DRAINAGE 36,876.00 sf 0.84 Isf 31,117 002630 STORM DRAINAGE Bio Retention Pond and Drainage 1.00 Is 36,707.00 As 36,707 Stutsman Remove Temp Drainage 1.00 Is 7,299.08 As 7,299 Slutsman Bio Retention Pond and Drainage Adjacent 1.00 Is 20,316.91 As 20,317 Stutsman to Tasters Manholes-New 3.00 ea 7,245.43 lea 21,736 Stutsman Manholes-R&R 1.00 ea 9,475.20 lea 9,475 Stutsman 5'Dia x 12'Drywel 1.00 ea 10,159.20 lea 10,159 Slutsman Storm Sewer 422.00 8 165.34 Al' 69,775 Stutsman Storm Sewer at Tasters 98.00 8 94.90 M 9,300 Stutsman STORM DRAINAGE 36,876.00 sf 6.01 Isf 184,768 002720 BASE COURSES 51 Prep and Base for Asphalt Parking Lot 11,360.00 sf 4.30/sf 48,839 Stutsman Prep and Base for Sidewalks.Stairs, 13,215.00 sf 4.16 /sf 54,959 Slutsman Snowmelt,etc. Prep and Base for Flatwork at Tasters 1,890.00 sf 3.95 /sf 7,457 Stutsman CONFIDENTIAL.The information and data in this repo(are sinctly confidential and are supplied on the understanding that they will he held confidentially and not rbscimed to third parries without the par written consent of Shaw Constu hon. AW Aspen City Offices Page 4 Permit Drawings/50%CD Set 5/3/2019 1:19 PM ACO Build Back GMP Aspen City Offices-50%CD Permit Set-2019-05.03 Revt.pee Group Phase Description Takeoff Quantity Total Cost/Unit Total Amount Previous Budget/Notes BASE COURSES 36,876.00 sf 3.02 Isf 111,265 002740 ASPHALT PAVING 4"Asphalt Paving 11,360.00 sf 3.37 /sf 38,275 Stutsman Parking Lot Striping 1.00 Is 985.00 As 985 Stutsman ASPHALT PAVING 36.875.00 sf 1.07 Isf 39,260 002760 CONCRETE PAVING Conc Paving-4"Sidewalk 7,694.00 sf 5.50 /sf 42,317 RMS Conc Paving-8"Paving 1,750.00 sf 9.71 /sf 17,000 RMS Conc Paving-Trash Pad 189.00 sf 10.00 /sf 1,890 Conc Paving-5"Sidewalk at Bank 828.00 sf 9.48 /sf 7,845 RMS Curb 8 Gutter 621.00 If 25.00 At 15,525 RMS HC Ramps 2.00 ea 700.00 lea 1,400 RMS Stair on Grade(Street Entry) 191.00 sf 40.00 Isf 7,640 Concrete Pumping 1.00 Is 15,000.53 As 15,001 RMS Layout 30,000.00 sf 0.53 /sf 15,868 CONCRETE PAVING 36.876.00 sf 3.38 /sf 124,506 002780 UNIT PAVERS Plaza Pavers including Sand •ex 0.00/ex 0 Base 4"Exposed Aggregate Paving ILO Pavers 8,243.00 sf 16.50 Isf 136,010 RMS Concrete Band at Paver Edge 709.00 If 35.00 At 24,815 RMS 4"Gravel Base Under Concrete 675.00 sy 64.00 /sy 43,200 Add?12"Gravel at Existing *ex 0.00/ex 0 Garage for Elevation Change UNIT PAVERS 36,876.00 sf 6.63 Isf 204,026 002870 SITE FURNISHINGS Site Furnishings ex 0.00/ex 0 002906 LANDSCAPE SUBCONTRACT Landscaping-Topsoil/Growing Media, 1.00 Is 400,118.12 As 400,118 Twisted Tree Trees,Plants,Perennials Irrigation-SEE ALLOWANCES *AL 0.00/AL 0 -perforated drain pipe at Plaza 500.00 If 22.00 At 11,000 Add?12"of Topsoil at Existing ` ex 0.00/ex 0 Garage Lid(14,400 SF x 12") Add?18"(average)Topsoil at ex 0.00/ex 0 "Mounds"(20,000 SF x 18) Fine Grade 8 Soil Prep for Landscaping 19,923.00 sf 0.72 Isf 14,348 GardenDrain and Filter Fabric a1 New 5,549.00 sf 5.00 Isf 27,745 Waterproofing for Landscape/Irrigation GardenDrain and Filter Fabnc at Exist. 14,374.00 sf 5.00 Isf 71,870 Waterproofing for Landscape/Irrigation LANDSCAPE SUBCONTRACT 36,676.00 sf 14.24 Isf 626.081 002996 SITE CONCRETE New Stairs-Wall and Footing 83.00 cy 585.00 Icy 48,555 RMS New Stairs-6"Steps and Landing on 829.00 sf 31.72 Isf 26,299 RMS Grade Exterior Elevator Pit and Walls 10.00 cy 570.00 Icy 5,700 Tasters Walls 35.00 cy 550.00 Icy 19,250 RMS Timeline Walls 48.00 cy 550.00 Icy 26,400 RMS Timeline Entry Walk-Exposed Aggregate 1.039.00 sf 16.50 isf 17,143 RMS Galena Plaza Wall(East Side) 12.00 cy 550.00 Icy 6,600 Galena Plaza Landscape Limit Wall(South 20.00 cy 570.00 Icy 11,400 Side) Layout 1,000.00 sf 0.23 Isf 230 SITE CONCRETE 36,876.00 sf 4.38 Isf 161,677 SITEWORK* 36,875.00 sf 86.39 /sf 3,185,520 003000 CONCRETE* D03310 CAST-IN-PLACE CONCRETE 52 Concrete Footings and Walls 514.00 cy 600.08 Icy 308,440 RMS CONFIDENTIAL.The rn/ormahon and data in this report are strictly cwrdential and are suppled on the understanding that they will be held confidentially and not disclosed to thndpadnes without the prior w+dien consent of Shaw Construction SHAW Aspen City Offices Page 5 Permit Drawings/50%CD Set 5/3/2019 1:19 PM ACO Build Back GMP Aspen City Offices-50%CD Permit Set-2019-05-03 Revl.pee Group Please Description Takeoff Quantity Total Cost/Unit Total Amount Previous Budget/Notes 003310 CAST-IN-PLACE CONCRETE Drill and Epoxy New Footings in Parking 335.00 ea 38.00 lea 12.730 RMS Structure Elevator Pit and Slab *incl 0.00/incl 0 Pit Sumps *incl 0.00/incl 0 Revised VE Basement Walls *incl 0.00/incl 0 Columns Protectors 31.00 ea 440.32 lea 13,650 RMS 4'Slab On Grade-Basement 3,500.00 at 5.84 /at 20,447 RMS 4'Slab On Grade-Main Level 4,690.00 sf 5.84 /sf 27,398 RMS Topping Slab on Metal Deck-Main Level 4,000.00 sf 6.51 /sf 26,019 RMS Topping Slab on Metal Deck-2nd Level 12,536.00 sf 6.58 Isf 82,439 RMS Topping Slab on Metal Deck-3rd Level 16,698.00 sf 9.17 /at 153,167 RMS and Curb Wall Topping Slab on 3rd Level Deck Outside 2.435.00 sf 6.81 /at 16,569 Large Meeting Room(NW Comer) Equipment Pads-sf 250.00 sf 13.20 /sf 3,300 Concrete Hoisting Equip. 5.00 mo 6,000.00 Imo 30,000 Layout 36,875.00 at 0.53 /sf 19,528 CAST-IN-PLACE CONCRETE 36,876.00 sf 19.36 Isf 713,687 CONCRETE* 36,875.00 sf 19.35 /sf 713,687 004000 MASONRY* 004220 CONCRETE MASONRY UNITS 8"CMU Block Shaft Wag at Plaza Elevator 3.00 fit 19,223.00 /fit 57,669 Gallegos 8'CMU Block Shaft Wali at Building 4.00 fel 19.973.00 /St 79,892 Gallegos Elevator 8"CMU Block Wag at West Stair 2.00 fel 19,223.00 /1111 38,446 Gallegos CONCRETE MASONRY UNITS 36,876.00 sf 4.77 Isf 176,007 004410 STONE MASONRY Slone Veneer-San Miguel Santa Fe blend 4,700.00 sf 51.91 /sf 243,972 Gallegos Temp Enclosure Allowance 4,700.00 sf 1.38 /sf 6,503 Temp Heating Allowance 6.00 wk 1,162.86 /wk 6,977 STONE MASONRY 36,676.00 sf 6.98 Isf 267,462 MASONRY* 36,875.00 sf 11.76 /sf 433,459 005000 METALS 006120 STRUCTURAL STEEL 1 st Floor Structural Steel 19.36 to 5,043.25 lin 97,637 RMSI 2nd Floor Structural Steel 40.39 to 5,043.20 lin 203,695 3rd Floor Structural Steel 78.87 to 5,603.57 len 441,953 Roof Structural Steel 31.59 In 5,603.57 /in 177,017 Steel Columns/Bracing 52.05 In 5,043.22 /in 262,499 Traffic Control 150.00 hr 31.94 /hr 4,791 STRUCTURAL STEEL 36,676.00 sf 32.21 list 1,187,693 OD6310 METAL DECK 1st Floor Metal Floor Deck and Slab Edge 7,857.00 sf 5.38 /at 42,252 2nd Floor Metal Floor Deck and Slab Edge 12,380.00 sf 5.38 /at 66,576 3rd Floor Metal Floor Deck and Slab Edge 16,595.00 sf 5.38 AT 89,243 Metal Roof Deck 8,000.00 sf 5.38 /sf 43,021 METAL DECK 36,876.00 sf 6.64 Isf 241,092 006610 MISC.METALS Handrail Type i at Entry Stair(Detail 14.00 If 75.00 At 1,050 at Main Level Entry 111-7-091 Handrail Type 1 at Grand Stair[Detail 120.00 If 75.00 M 9,000 at Main Level Entry 111-7-081 Handrail Type 1 at Ramp(Detail 1/1-7-071 40.00 If 75.00 At 3,000 at Main Level Entry Handrail Type 1 at Small Stair[Detail 14.00 If 75.00 At 1,050 at Main Level Entry 1/1-7-071 Fence Type 1 at Ramp[Detail 111-7-051- 13.00 If 35.00 At 455 at Ramp No details provided Gate Type 1 at Ramp[Detail 3/1-7-051-No 1.00 as 2,500.00 lea 2,500 at Ramp 53 details provided Misc.Metals Allowance 36,875.00 sf 1.00 /at 36,875 Handrails at Middle Level Corridor near 43.00 IT 225.00 At 9,675 at Corridor near Plaza Elevator Plaza Elevator[sheet A2.121 CONFIDENTIAL.The ere-hon and data in this report are strictly confidential and are supplied m the undemlandng that they wil be held conhdenhally and rot disclosed to lhrdpaNes without the prior wnflen ewsent of Shaw CwslrucbDn SHAW Aspen City Offices Page 6 Permit Drawings/50%CD Set 5/3/2019 1:19 PM ACD Build Back GMP Aspen City Offices-50%CD Permit Set-2019-05-03 Revl.pee Group Phase Description Takeoff Quantity Total Cost/Unit Total Amount Previous Budget/Notes 006610 MISC.METALS Guardrail w/Handrail at Middle Level of 45.00 If 35.00 At 1,575 at Steps/Ramp at Middle Level of Parking Parking Garage[sheet A2.111 Garage Ladders 1.00 as 750.00 lea 750 elevator pit ladders Bollards 4.00 as 869.33 lea 3,477 at Roll Up Door and Transformer Elevator Beams 1.00 as 1,500.00 lea 1,500 Sill Angles 24.00 If 35.00 M 840 Cable Safety Rail and Toeboard 1,000.00 If 15.00 M 15,000 Access Ladders 45.00 0 75.00 M 3.375 Roof Access,2-MechlEgress Well Access MISC.METALS 36,876.00 sf 2.44 Isf 90,122 006630 GRATINGS Steel Grating 251.00 sf 50.00 /sf 12,550 GRATINGS 36,876.00 sf 0.34 Isf 12,660 METALS 36,875.00 sf 41.53 /sf 1,531,357 006000 WOOD&PLASTICS* 006106 ROUGH CARPENTRY In Wall Blocking(Treated) 36,875.00 sf 0.86 /at 31,685 2x6 Roof Parapet Coping Backing 1,000.00 If 1.37 Af 1,369 2x6 Curtainwall Parapet Coping Backing 325.00 If 1.37 Af 445 Rough Hardware 1.00 Is 1,500.00 As 1,500 ROUGH CARPENTRY 36,876.00 sf 0.96 Isf 34,999 006166 SIDING Prefinished Wood Soffits at Rio Entry- 1,046.00 sf 9.00 Isf 9,414 Material Only Prefinished Wood Soffits at Roof 1,938.00 at 9.00/sf 17,442 Overhang-Material Only SIDING 36,876.00 sf 0.73 Isf 26,866 WOOD&PLASTICS' 36,875.00 sf 1.68 /sf 61,855 007000 THERMAL/MOISTURE PROTEC'N* 007120 WATERPROOFING Hydrotech Horizontal Membrane 10,310.00 sf 13.00 /at 134,030 Waterproofing -Temporary Protection 10,310.00 sf 3.69 Isf 38,013 -Repairs at Plaza Waterproofing 10,310.00 at 0.25 Isf 2,578 -Repairs at Existing Plaza Waterproofing 17,856.00 sf 0.25 /at 4,464 Water Test Horizontal Waterproofing 12.00 as 486.47 lea 5,838 -Re-test Waterproofing at Plaza 6.00 as 486.47 lea 2,919 Fluid-applied Vertical Waterproofing, 1.00 Is 24,105.00 As 24,105 Accurate Dampmofing,R10 Rigid Insulation WATERPROOFING 36,876.00 sf 6.76 Isf 211,946 007210 BUILDING INSULATION 2"Extrud.Polystyrene at Bank Snowmeh 1,171.00 sf 2.75/sf 3,220 2"Extrud.Polystyrene at Entry Walk 1,040.00 sf 2.75/at 2,860 Snowmeh 2"Extrud.Polystyrene at Site Elevator 415.00 sf 2.75 /at 1,141 Walkway 4"Extrud.Polystyrene at Plaza 2,220.00 at 6.00 /sf 13,320 Snowmelted Concrete Building Insulation-Exterior Batt R21 and 1.00 Is 60,086.00 As 60,086 Accurate 1.5"Rigid Insulation Building Insulation-Upgrade ex 0.00/ex 0 Exterior to R24 w/BIB System Building Insulation-Horizontal 5.5"Thick 1.00 Is 87,631.00 As 87,631 Accurate Spray Insulation and R21 Batt Building Insulation-Interior R191R11 36,875.00 sf 0.75 Isf 27,656 Fiberglass Sound Batt Building Insulation-1.5"Rigid Insulation at 1,376.00 sf 2.50 /sf 3,440 Plaza Elevator Core 3.5"Potyiso installed to Inside face of 1.00 Is 22,046.00 As 22,046 Acurate 54 Basement Wall and CMU Wall at Level 1 2"Extrud.Polystyrene at Basement and 8,190.00 sf 2.75 Isf 22,522 RMS Main Level Slab CONFIDENTIAL The infe afion and data in the report are sfrctly conrxlential and are suppled on the un&rstandng that they will be held cmrxknhal/y and not disclosed to third paries without the prior written cwrsenf of Shaw Centurion. AW Aspen City Offices Page 7 Permit Drawings/50%CD Set 5/3/2019 1:19 PM ACO Build Back GMP Aspen City Offices-50%CD Permit Set-2019-05-03 Revl.pee Group Phase Description Takeoff Quantity Total Cost/Unit Total Amount Previous Budget/Notes BUILDING INSULATION 36,876.00 sf 6.62 Isf 243,923 007220 ROOF/DECK INSULATION Rigid R40/R20 Roof Insulation * incl 0.00/incl 0 w1007530 Board Tapered Insulation Board * incl 0.00/incl 0 w1007530 1/2"HD Secure Board `incl 0.00/incl 0 w1007530 007260 VAPOR RETARDERS Spray Applied Vapor Permeable Weather 1,376.00 sf 3.50 /sf 4,816 Barrier at Plaza Elevator Skin Stegowrap Vapor Barrier 8,276.00 sf 1.50 Isf 12,414 Basement/Main Level SOG Spray Applied Vapor Permeable Weather 1.00 Is 71,538.00 As 71,538 Accurate Barrier at Metal Panels Spray Applied Vapor Permeable `incl 0.00/incl 0 Weather Barrier at Stone Veneer VAPOR RETARDERS 36,876.00 sf 2.41 Isf 88,768 007410 METAL ROOF/WALL PANELS MTL-2 Metal Plate Wall Panels @ Plaza 1,376.00 sf 32.50 /sf 44,720 Elevator Skin MT1--1 Metal Plate Wall Panels.Rust Wall 6,500.00 sf 32.50 Isf 211,250 The Roofing Company Panels MTL-1 Metal Plate Wall Panels Q 214.00 sf 32.50 TO 6,955 Backside of Upper Level Parapet Wall METAL ROOF/WALL PANELS 36,876.00 sf 7.13 /sf 262,926 007630 ELASTOMERIC ROOFING 60 Mil EPDM Roofing Over Heated Space 5,697.00 sf 25.00 /sf 142,425 The Roofing Company w/R40 Rigid Insulation 60 Mil EPDM Roofing Over Upper Level 1,899.00 sf 20.00 /sf 37,980 Canopy Premium for Extra Mil for Roofing at PV 2,352.00 sf 2.50 /sf 5,880 Areas Roof Anchor System 1.00 Is 3.000.00 As 3,000 ELASTOMERIC ROOFING 36,876.OD sf 6.13 Isf 189,286 007620 FLASHING&SHEET METAL Roof Coping 112"wide) 325.00 If 30.00 At 9,750 Roof Coping 18"wide) 1,000.00 If 30.00 At 30,000 Wall Flashing 36.875.00 sf 1.25 /sf 46,094 FLASHING&SHEET METAL 36,876.00 sf 2.33 Isf 86,844 007720 ROOF ACCESSORIES Roof Walkway Pads 334.00 If 28.00 /If 9.352 2'6"x4'6"Roof Hatch 1.00 ea 5,438.66 lea 5,439 ROOF ACCESSORIES 36,876.00 sf 0.40 Isf 14,791 OD7840 FIRESTOPPING Hilti Firestopping System 36,875.00 sf 0.83 TO 30,606 FIRESTOPPING 36,876.00 sf 0.83 Isf 30,606 007920 JOINT SEALANTS Site Sealants 36.875.00 sf 0.55 Isf 20,281 Exterior Bldg.Sealants 36,875.00 sf 0.25 lsf 9,219 Interior Sound Sealants 36,875.00 sf 0.15 Isf 5,531 JOINT SEALANTS 36,876.00 sf 0.96 Isf 36,031 THERMAL/MOISTURE 36,875.00 sf 31.54 Isf 1,163,119 PROTEC'N* 008000 DOORS 1s WINDOWS* 008110 STEEL DOORSIFRAMES Exterior Insulated Metal Door,Hollow Metal 7.00 ea 2.554.63 lea 17,882 Frame,Hardware Unload 8 Distribute Frames 7.00 ea 18.28 lea 128 Unload 8 Distribute Doors 7.00 ea 18.28 lea 128 55 Unload 8 Distribute Hardware 7.00 ea 9.14 lea 64 Temp Door Hardware 7.00 ea 177.42 lea 1.242 STEEL DOORS/FRAMES 36,876.0D sf 0.63 Isf 19,444 CONFIDENTIAL.The nrfor-hon and dafa m this repot are strictly confdenfol and are supp'ied on the understanding that they wit be held conhatentrally and not disclosed to lhirdpanres without the prior within consent of Shaw C-Irucfron. AW Aspen City Offices Page 8 Permit Drawings/50%CD Set 5/3/2019 1:19 PM ACO Build Back GMP Aspen City Offices-50%CO Permit Set-2019-05-03 Revl.pee Group Phase Description Takeoff Quantity Total Cost/Unit Total Amount Previous Budget/Notes 006310 ACCESS DOORS Access Doors-Sld 1.00 Is 3,048.32 As 3,048 ACCESS DOORS 36,876.00 sf 0.08 Isf 3,048 008330 COILING DOORS/GRILLS Roll Up Door-13'x 9'(Insulated) 117.00 sf 75.00 /sf 8,775 COILING DOORSIGRILLS 36,876.00 sf 0.24 /sf 8,776 008410 STOREFRONT SYSTEMS Exterior Alum Storefront-Based on U 1.00 Is 391,722.00 As 391,722 Pinnacle Value of 0.29 Temporary Window Enclosures 2,500.00 sf 2.42 /sf 6,058 STOREFRONT SYSTEMS 36,676.00 sf 10.79 /sf 397,780 008620 UNIT SKYLIGHTS Skylight 1.00 Is 106,350.00 As 106,350 Pinnacle UNIT SKYLIGHTS 36,876.00 at 2.88 /at 106,360 008910 CURTAINWALL SYSTEMS Exterior Glass Railing 271.00 If 620.66 M 168,200 Pinnacle Channel Glass Cudainwall System 1.00 Is 526,352.00 As 526,352 Pinnacle CURTAINWALL SYSTEMS 36,876.00 sf 18.84 /at 694,662 DOORS&WINDOWS* 36,875.00 sf 33.36 Isf 1,229,949 009000 FINISHES* 009220 PORTLAND CEMENT PLASTER Stucco Soffit at Garage Entrance 1,739.00 sf 15.00 /sf 26.085 PORTLAND CEMENT PLASTER 36,876.00 sf 0.71 Isf 26,086 009260 GYPSUM WALL BOARD Metal Stud and Drywall 36,875.00 sf 30.12 /sf 1,110,688 SDI Cement Backer Board at Stone *incl 0.00/incl 0 Exterior Wall Framing/Drywall * incl 0.00/incl 0 Interior Wall Framing/Drywall * incl 0.00/incl 0 Interior Bathroom Wall System * incl 0.00/incl 0 Interior Furred Out Wall System *incl 0.00/incl 0 Gyp Bd Ceiling System *incl 0.00/incl 0 Gyp Bd Soffits(Interior) *incl 0.00/incl 0 Parapet Wall System *incl 0.00/incl 0 Exterior Soffits * incl 0.00/incl 0 Shaftwall System * incl 0.00/incl 0 Hoisting for interior finishes 4.00 na 6,000.00 /nq 24,000 Layout 346.00 hr 62.41 /hr 21,595 Touch-up 36,875.00 sf 0.15 Isf 5,531 Final Cleaning * ex 0.00/ex 0 GC's GYPSUM WALL BOARD 36,876.00 at 31.51 Isf 1,161,814 009980 CONC&MASONRY COATINGS Sealed Conc.Floors 4,800.00 sf 1.00 /sf 4,800 Protect floors prior to Sealing 4.600.00 sf 0.37 /sf 1,785 CONC&MASONRY COATINGS 36.676.00 sf 0.18 Isf 6,686 FINISHES* 36,875.00 sf 32.39 /sf 1,194,484 010000 SPECIALTIES* 010430 EXTERIOR SIGNAGE Monument Sign 1.00 ea 15,000.00 /as 15,000 Exterior Signage Allowance 1.00 Is 5,000.00 As 5,000 EXTERIOR SIGNAGE 36,876.00 sf 0.64 Isf 20,000 010620 FIRE PROTECTION Knox Box 2.00 ea 309.64 /as 620 56 Fire Ext.&Cabinet(Recessed) 6.00 ea 231.50 lea 1,389 FIRE PROTECTION 36,876.00 sf 0.06 /at 2,009 CONFIDENTIAL The information and data in this report are sf&Vy cooridenhal and are supplied on the urderstanoing that they wll he held confidentially and not disclosed to thirdpadies without the par wixten consent of Shaw Construction. SHAW Aspen City Offices Page 9 Permit Drawings/50%CD Set 5/3/2019 1:19 PM ACO Build Back GMP Aspen City Offices-50%CD Permit Set-2019-05-03 Revl.pee Group Phase Description Takeoff Quantity Total Cost/Unit Total Amount Previous Budget/Notes SPECIALTIES* 36,875.00 sf 0.60 Isf 22,009 013000 SPECIAL CONSTRUCTION* 013610 SOLAR COLLECTORS Rooftop PV System 30.00 kw 3,261.67 A. 97,850 Atlasta SOLAR COLLECTORS 36,876.00 sf 2.66 Isf 97,860 SPECIAL CONSTRUCTION* 36,875.00 sf 2.65 /sf 97,850 014000 CONVEYING SYSTEMS 014240 HYDRAULIC ELEVATORS Hydraulic Elevators-3 Floors 1.00 Is 94,071.42 As 94,071 Otis Temp Useage 30.00 day 100.00 /day 3,000 Temp Protection 1.00 Is 1,000.00 As 1,000 Reinspection 1.00 as 4,500.00 lea 4,500 Clean Down 1.00 ea 2,500.00 /as 2,500 Conveyance Registration 1.00 as 200.00 lea 200 Hydraulic Elevators-4 Floors 1.00 Is 125,428.56 As 125,429 Otis Temp Useage 30.00 day 100.00 /day 3,000 Temp Protection 1.00 Is 1,000.00 As 1,000 Reinspection 1.00 ea 4,500.00 lea 4,500 Clean Down 1.00 ea 2,500.00 lea 2,500 Conveyance Registration 1.00 ea 200.00 lea 200 HYDRAULIC ELEVATORS 36,876.00 sf 6.66 Isf 241,900 CONVEYING SYSTEMS 36,875.00 sf 6.56 /sf 241,900 015000 MECHANICAL* 016060 MECHANICAL Mechanical/sf 36,875.00 sf 90.92 Isf 3,352,537 Falcon BIM Coordination-All Trades ' incl 0.00/incl 0 IT Equipment Cooling System- ' incl 0.00/incl 0 Split System Temperature Controls 'incl 0.00/incl 0 MECHANICAL 36,876.00 sf 90.92 Isf 3,362,637 016100 PLUMBING Snowmeh System at Bank(Reconfigure 1,171.00 sf 7.50/sf 8,783 Piping at Existing) Snowmelt System at Entry Walk 1,040.00 sf 31.31 /sf 32,561 Falcon Snowmell System at Basement Mech.and 269.00 sf 31.31 /sf 8,422 Falcon Egress Wells Snowrnelt System at Plaza Pavers 2,123.00 sf 31.31 Isf 66,468 Falcon Snowmeh System at Grand Stairs 845.00 sf 31.31 /sf 26,455 Falcon Snowrnelt System at Site Elevator 415.00 sf 31.31 Isf 12,993 Falcon Slot Drains Supply 'incl 0.00/incl 0 "Root Drains * incl /incl PLUMBING 36,876.00 sf 4.22 Isf 166,682 015300 FIRE PROTECTION Interior Sprinkler System 1.00 Is 146,000.00 As 146,000 Flame Out Data Center Sprinkler System- *ex 0.00/ex 0 Clean Agent Fire Pump *ex 0.00/ex 0 FIRE PROTECTION 36,876.00 sf 3.96 Isf 146,000 MECHANICAL* 36,875.00 sf 99.10 Isf 3,654,219 016000 ELECTRICAL* 016010 ELECTRICAL Bldg Electrical 36,875.00 sf 50.72 /sf 1,870,250 BBB 8OkW Emergency Generator 8 'incl 0.00/incl 0 Transfer Switching 57 4000 Amp Service 'incl 0.00/incl 0 ELECTRICAL 36,876.00 sf 60.72 Isf 1,870,260 CONFIDENTIAL The nfocralm aid data in Aas report we sfnctly confidential and are supplied ai the urderslandng that They will be twidcunfdenhally and not disclosed to thadpadies without the prior written consent of Shaw Constn clan SHAW Aspen City Offices Page 10 Permit Drawings/50%CD Set 5/3/2019 1:19 PM ACO Build Back GMP Aspen City Offices-50%CO Permit Set-2019-05-03 Revl.pee Group Phase Description Takeoff Quantity Total Cost/Unit Total Amount Previous Budget/Notes 016740 COMMUNICATIONS&SECURITY Fire Alarm incl 0.00 /incl 0 ELECTRICAL' 36,875.00 sf 50.72 /sf 1,870,250 018000 ALLOWANCES' 018006 ALLOWANCES Subsurface UnknUNRla During Excavation 1.00 Is 50,000.00 As 50,000 Adjacent Building Monitoring 1.00 Is 10,000.00 As 10,000 Bike Ramp and Tread Nosings at Grand 1.00 Is 15,000.00 As 15,000 Stair Precast Beam and Brick Removal 1.00 Is 114,000.00 As 114,000 Irrigation-Instal and Materials.Design by 1.00 Is 40,000.00 As 40,000 Others Radon Vent System 1.00 Is 40,000.00 As 40,000 PV Disconnect and Metering 1.00 Is 10,000.00 As 10,000 DAS System •ex 0.00/ex 0 Public and Cellular 30 kW UPS System 1.00 Is 70,000.00 As 70,000 Structured Cabling 1.00 Is 96,500.00 As 96,500 Lobby Radius Stair Treads and Railing 2.00 Flt 50,000.00 /fit 100,000 Geothermal Concrete Basin 1.00 Is 150,000.00 As 150,000 Weather Conditions,Snow Removal, 1.00 Is 150,000.00 As 150,000 Temp Heating.Concrete Additives,etc. Mock Ups 1.00 Is 15.000.DD As 15,000 Neighbor Outreach 1.00 Is 10,000.00 As 10,000 LEED Dynamic Plaque 1.00 Is 6,000.00 As 6,000 AN System 1.00 Is 90,000.00 As 90,000 Access Control/CCN 1.00 Is 152,000.00 As 152,000 Repair Existing Building/Structure 1,000.00 at 15.50 /at 15,500 Waterproofing Waterproofing and Topping Slab at 2.550.00 sf 20.00 /sf 51,000 Parking Structure Above Occupied Space Intumescent Paint and Draft Curtains at 1.00 Is 100,000.00 As 100,000 Atrium Underpinning for Foundation Excavation at 500.00 sf 100.00 /sf 50,000 SW Comer Public Communication Services 1.00 Is 54,725.00 As 54,725 Traffic Control 1.00 Is 50,000.00 As 50,000 Primary Electrical Cable 1.00 Is 75,978.00 As 75,978 Expansion Joints and Waterproofing Tie In 1.00 Is 15,000.00 As 15,000 to Existing Structures ACO Interiors 1.00 Is 2,606,482.00 As 2,606,482 ALLOWANCES 36,876.00 at 112.20 /at 4,137,186 ALLOWANCES' 36,875.00 sf 112.20 /sf 4,137,185 019000 INSURANCE/PERMITS/MISC 019300 PERMITS Land Lease Fees • ex 0.00/ex 0 N/A MEP Permits-Assumed 50%of Fee is 1.00 Is 30,000.00 As 30,000 N/A Waived PERMITS 36.876.00 sf 0.R1 l,:f 30,000 INSURANCE/PERMITS/MISC 36,875.00 sf 0.81 /sf 30,000 58 CONFIDENTIAL The in/oraih.arxi data in ms repot ere slx4 cmrxlenhal and are supplied w the undemtai that they will behold cwhalanhally and not eisclosed to thud paries without the prior written consent of Shaw Construction. SHAW Aspen City Offices Page 11 Permit Drawings/50%CD Set 5/3/2019 1:19 PM ACO Build Back GMP Aspen City Offices-50%CD Permit Set-2019-05-03 Rev1.pee Estimate Totals Description Amount Totals Rate 21,642,619 21,642,619 Subcontractor Bonds(included) Material Sales Tax-Exempt 21,642,619 General Liability-w/GC's Builders Risk-w/GC's Warranty Reserve-wIGC's P 8 P Bond-w/GC's Cloud Technology Services 29,867 0.125 % 29,867 21,672,486 Preconstruction Estimating Contingency 119,469 0.500 % Design Contingency 433,450 2.000 % Contractor Contingency 433.450 2.000 % Contractor Fee 1,234,908 5.450 % Total 23,893,763 59 CONFIDENTIAL The inlom.hon and data in thio report are stoctly coolidenhal and are supplied on the understwo'ng that they will he held confidentially and not disclosed to third panres without the prior written consent o!Shaw Construotw La x 99 m m 01 0 0 0 0 0 0 0 0 C 0 0 A W W �D c0 0 0 W J A W O n N O O O O O O O O O O O O O O O (/1 O O O O O O O O O O O o o O C O O O O O O O o o O O O O o O O O D U n m O x A 0 m K Ln () A ° m m m m m m m m v m o oET m .� 0 3 m 3 m v 3 m m o m p 3 >p ° 0w 3 m m c9 m o m m O m m m x D � o o 00 o a m m o n m 3o � m 0 m < 3 O O n m v Q Q .l) C/) .� o2i m Oo 3 G) A °o' Fao 3 m y n > j �' w m O o n p umi C 3 m n y '. 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O rn c j N w W PD m O O \J J CO (O OD N O O W 00 A A O v O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O \ O O O O O O O O O O O O O O O O n r 'JI fH fA d+ to d+ fA EN EN M fH fn fn fA d+ W N N N N N N N N N N N N N N N N p Ip cn Cn U Cn U, U U (n (n cn fn cn U (n Cn (T J A A A A A A A A A A A A A A A A = r °> Um U O) m O> U O O U O> O mO> O L � � � V J J J J J J J J J J J J J J J n a N N N N N N N N N N N N N N N N 7a m m J J V J J J J J J J J J J J J J m Cm °^ y C N U U cn = a n n A A cn 3 D o 3 a o N o n � O A r 99 0 d 0 0 0 0 0 0 G y 0 0 0 0 0 0 0 c C n m n a cn m y w g < O Q+ F t n 0 3 C 3 o m am F cn o m o o 3 m m o m oo m m O � y m A b c 61 2 0 w s r m w o n� cAn o w m 0 0 0 0 0 0 0 O o O 0 O 0 o m m 1 N D N V/ m m m 0 m 2 OD W O N U O W Z O O O O O o o O O O O O O O a m v m 0 N N mo N N N N N N n a v rn rn rn m rn rn r1 V N N N N N N A A A A A A A e 30 > m p oo o n c c o c° o o 3 j o o fD O p O O 3 g m o > > a M N ca O v v W � r Q1 O N V O n ry N O V O A O a g M � U I t i ........... {........-....._..}......._....... ...------------j_........._....w. .._--------4..........-_ .......... ..............1.................�._...P.-...._...._. ................. i...... : : —............... ........i...................1.........-..._....L................J................�........_._....� -. ..{.........._......1.-......_........j....LL. .....__.j__........ � S ' 1................._ l.................w.. --..'.............._..: c ................................. �.......---..._ ..............r............_._A........."`..-: .......... p...._......... j.... 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CD U_ I Y c CD a - Q m 0 O m N a v 0 i " I Y w I a m 2 'aS.l p� a s Op y 8 U 9 0 E8R�88 a ¢ 64 3� u°ug,uu I I �8 I I SHAW Schedule A — Contractor Burdened Hourly Labor Rates & Contract Rates for Fees, Overhead, Insurance Shaw Construction Rates DESCRIPTION RATE ..... .............—._....._..._—...._._ ...._..."-.—.....—.-_--._-_._.-.—. A ► V A* Project Superintendent $85.94/hr A ► VA* Assistant Superintendent — $78.62/hr ► ♦♦* General Superintendent _ T $82.60/hr --...—......._.._.........._._..._............---.._........._._...............__....-- ---- --................----- A ► V A * Project Engineer $44.56/hr ► VA * Project Manager -- $59.83/hr ► ♦♦* Construction Manager - $78.69/hr - -----------------_—.—.---------------------- --—._.._.._.—._ ......__........._..—-.....---- __ -_...... _. ► ♦♦* Safety Supervisor $85.94/hr ♦* Project Coordinator $31.75/hr ► ♦♦ * Chief Construction Technology Officer $74.34/hr .--......... -----.._-- _ ♦♦ * CPM Scheduler --- — $73.21/hr + * General Laborer $25.32/hr ♦♦ +* Labor Foreman(exclusive of subsistence) $30.94/hr ----- — ----- - ----------—--- --------------._._....._.—.._....__.....-_......._.._._.__...._....__._..._..__.._.........._..........................._._..__.._._—_.._._............----- --- ♦♦ +* Carpenter Foreman(exclusive of subsistence) $33.25/hr + * Carpenters(exclusive of subsistence) $30.24/hr Project Vehicles $7.81/hr Copier&Fax(excludes supplies) $383/month/each Cell Phones/Tablets — $0.61/hr IT Services(Computer,network,software)(excluding maintenance& $3.28/hr supplies) ._ .—.._..........._..--........__..—._... Computer IT Support $43.49/hr Cloud Technology Services..._.._...__....__—__._._.__ _._ __.____.__._ _._—._.._....._......_____...—__.._...__—.__....—.__..—._—__._...__ 125%of GMP Insurance(Liability,Umbrella,Auto, Professional&Pollution) 0.925%of GMP ........-....... _.-............_...............-........-------.._.-._........--....--------—----------—.............---..........._......_.._................... — Builders Risk Insurance .370%of GMP Subsistence Actual Cost as Required P&P Bond — — .660%of GMP Warranty Reserve. _ — — — 0.40%of GMP for 1 year Labor Burden, FICA,FUTA,SUTA 21.85%of labor OH/Fee for Construction 5.45%of GMP OH/Fee for Self-Performed Work - 10%Overhead and 10%Profit NOTES — Labor Burden applies to all positions with Hourly Employees overtime rate=1.5 x base rate,applies to all positions shown with+ All rates are agreed upon in advance by Construction Manager and Owner,and while hours and usage are subject to audit,rates and percentages on this Exhibit are not subject to audit. Subsistence applies to all positions shown with^ Labor rates are subject to 3%increase on January 1,2020 of each year. Schedule "A", Page 1 of 2 Project vehicles applies to all positions shown with ► Cell Phones/Tablets phones apply to all positions shown with IT Services(Computer,network,software)apply to all positions shown with The labor burden,subsistence,project vehicles,cell phones/tablets,and IT Services(computer,network,software)are added on top of the staff rates as noted in exhibit. So an example of the project superintendent would be$85.87/hour+20%labor burden which would make up the burden rate of$103.04/hour. There would then be the hourly charge for the project vehicle,cell phone/tablets,and IT(computer,network, software)services per the exhibit schedule for the project superintendent in this example. Contractor Owned Equipment<a>.<b> — — --- -- -- - Frost Blankets -------------- y- - —"'"--"'--"---------_._.$.__ 20/each/month- Snow Tarps -- — —$45/each/month- Compressors(175 CFM) — $ 978/each/month Forklift(10,000 Ib) $4,917/each/month Generator 11-50 KW — $1,639/each/month Ground Thaw Heater $7,211/each/month ---............_......_........._. _._.._—..._.._._._.........__......_.......... — —_._..— Hoses for Heaters $ 44/each/month Scissor Lift<26' $ 916/each/month Boom<50' $2,275/each/month Light Tower<70 KW -- — -- $ 716/each/month Skid Steer— �^ $2,489/each/month Conexes $382/each/month Tooled Trailer Kit $700/each/month Space Heater — — $393/each/month NOTES All rates are agreed upon in advance by Construction Manager and Owner,and while hours and usage are subject to audit, rates and percentages on this Exhibit are not subject to audit. Rates are subject to 3%increase on January 1,2020 of each year. <a>-Other equipment to be identified,and rates agreed to,as needed. <b>-Equipment rates are dry rates;fuel and maintenance charges to be charged to project separately. Schedule"A",Page 2 of 2 so _ R OJ'N3d5v 3JVld 3J �.. � � � �< 4Nd21'J ORl SZ> �i a a"� ©� W. CV ! �►•f � ��� 6 R S]3IJJO �lll3 N]dSb' oda ;3Fg' 4 Q S I r N 1 � e 0 - CLC \ o 71 9 C acl a �J o W (oN ->- - - -fig - - - - - - - � - - - - - - - - - i! �I - - - - - - - - - - -,� 0 . �I �o o 7DV1d30M/7YJgMSZY T,�c© Iz �ll3 N]dS`d o s ! g ti O 0 0 0 .—.-------__-_.--- �._ L r I 9" ti e I O • ; / � / k C� J a O m ------------ ------ -- CL cc I ZI p _ i -----------.—._ N-iL-J I .. �_1_� L---I'Ii ------------ IL-- i . 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I _ LL I LU J LLI rh th p U I p j LL I •l _� 1 I Lu F 0:)N3dSV E e -JVId 3QNdi19 Oil!SZd <00 m Ll G � 3 _ °off S��IJJO Jdl� N]dSV s< � a < � �7 a x x i r x 0 3 T : CL ALI t � m CkU i � I W 0 i � �o g� 30v1d 30Nv2190N SL> 2 )dO N]dSb OF ij _ T_' q gg gg gg , a r d a Y Iv Y Y gg 6 sg pp y d " e�� a s� i lit 2j 2 i 3 � i Y s a a y � 'a �q ^ d 8 n pg @s Y � " t Et •t ttt ' 3g 7 r5 yp47$e�3 a o Y�� u It Ml; 1 � �kap t 00FL ♦+ 01 j cu m X A W ROARING FORK affiff Wr ENGINEERING 5')21 11 rnnllc, ( ti l 023 - Q-0.3-10A 1 ill www.rfcn *.biz Exhibit C - Change Pavers to Asphalt To: Rich Pavicek, Charles Cunniffe Architects From: Richard Goulding, Roaring Fork Engineering Date: March 21, 2019 RE: City Offices Phase 1 VE— Pavers to Asphalt Rich, If the pervious pavers and concrete pavement are removed and replaced by asphalt the section below could be used as an alternate. I would recommend installing two 2" lifts to provide longevity as trash trucks and other service vehicles will be driving around the loop on a regular basis. The subbase should be scarified and compacted to depth of 12" below the 8" of Class 6 Aggregate Base Course (ABC). Any soft spots should be removed and replaced with ABC. TYP. ASPH. PAVEMENT SECTION NOT TO SCALE 1 - z•HBP(vc 5a-28ce -ze sz za 4aHc) 2•Her (PG Se—ze 5%7e GRAgNC) aS tr,, a1} pv3 .T i ass e eec With regards to drainage, removing the pervious paver will create additional runoff which will need to be treated for water quality. This can be achieved in the drywell by adding volume. The drywell will change from a 12' deep 4' diameter to a 12' deep 5' diameter drywell. RFE has not spoken to City Engineering about this VE item. There is a possibility that Engineering will request an oil-water separator upstream of the drywell, as there would be no treatment within the parking lot if the pavers are removed. I have attached a product we have used before within City limits. cc: Danny Stewart, Roaring Fork Engineering Attachment: ACO oil-water separator Page 1 of 1 ACO ENVIRONMENT Exhibit C - Change Pavers to Asphalt NS10/11080 OLEOPATOR P - MDPE Separator body f1.18"(30mm) 6*1 inlet - outlet 8 G if E c E E c rn o n N (V O N W o oo CO CO ID D °H 051.97"(1320mm) Model Maximum Volume Volume Total Weight Part number flow* solids trap oil storage capacity lbs N L/s(gPm) L(gal) L(gal) L(gal) V NS10/1080 10 060) 1080(286) 260(69) 1615(427) 231.0 3910.80.001 °H Maximum flow indicated is for optimum performance-under 5mg/L hydrocarbons in effluent;higher flows can run through separator °N Extension shafts&covers PEDESTRIAN DUTY HEAVY DUTY } Cover only E E o ------------ ------_------ E o �------ C, co oConcrete °��° CvoCCCCC=-- load Cover with short _—_— — —_—_ �— _—_—_—_—_—_ distribution _v__ _— _ ^ extension shaftcc _-- —___ CCCCCCCCCCC plate(by C==-=----_- ----------- others) Cover with deep — — ------- extension shaft Cover with extension shaft April 2018 WWIPJ.acotisa.cokn oil ACO ENVIRONMENT Exhibit C - Change Pavers to Asphalt] NS10/1080 OLEOPATOR P - MDPE vertical body oil-water separator Pedestrian Duty Top 023.62"(600mm) frame&cover Specifications General The oil water separator shall be ACO Q Oleopator P NS10/1080 complete with ductile iron cover as manufactured by ACO, °N Inc. extension shaft Materials `\ The separator body shall be manufactured C� from medium density polyethylene(MDPE) and have minimum properties as follows: Tensile impact strength: 152 ft4b/n2 e Tensile strength,ultimate:3,480 psi Water absorption 0.01% Frost proof,salt proof and fuels and oils ® m resistant The oil separator shall be equipped with a I coalescing unit and automatic shut-off valve for situations when maximum oil capacity is — reached.Minimum oil storage capacity shall Ci T Weight Part be 260 Liters(69 gal);minimum suspended t mm(inches) lbs No. solids storage capacity shall be 1080 Liters }� Cover only 440(17.3) 298.0 3301.14.00 (286 gal).Separator shall be resistant to uplift Cover&short extension shaft 750.1050(29.5.41.3) 376.2 3301.14.01 forces from underground water up to finished Cover&deep extension shaft 750-1870(29.5.73.6) 424.8 3301.14.02 grade water table level.The oil separator should not require a concrete surround. A Heavy Duty Top Performance The effluent water should contain maximum `lframe&cover 5mg/L(5ppm)for maximum designed flow.V 024.4"(620mm) Independent performance testing should be e� available on request. adaptor ring Cover Cover shall be manufactured from ductile iron to ASTM A 536.84—Grade 65-45-12 and have a minimum inside opening diameter of •N 600mm(24in).The cover should be marked __ 'Separator'on the top.The cover shall be Concrete load distribution capable of withstanding pedestrian/heavy °Q^` plate(by others) vehicle traffic'. P Distance from finished grade to inlet pipe v extension shaft invert(T)shall be. . .mm(.. .in).(see tables for values). _ e Accessories The separator shall be equipped with high 1 liquid level alarm/maximum oil capacity 1 alarm/maximum suspended solids capacity alarm" systems. ® T Weight Part Installation mm (inches) lbs No. Separator shall be installed in strict accordance with the manufacturer's installation Cover&extension shaft 885.1860(34.8-73.2) 627.0 3301.17.00 instructions and recommendations. NOTE:1500mm(59in)diameter x 200mm thick concrete load distribution plate by others ' Choose one/" Choose none,one or more ACO,Inc. Northeast Sales Office West Sales Office Southeast Sales Office Follow us on SPEC 9470 Pinecone Drive 825 W.Beechcraft St. 4211 Pleasant Road i"c rte• Mentor,OH 44060 Casa Grande,AZ 85122 Fort Mill,SC 29708 U Tel:(440)639.7230 Tel:(520)421-9988 Toll free:(800)543.4764 Electronic Contact: Toll free:(800)543-4764 Toll Free:(888)490-9552 Fax:(803)802-1063 info@acousa.com MR Fax:(440)639-7235 Fax:(520)421-9899 www.acousa.com • . m O Apnl 2018,ACO,Inc.This information is believed to be accurate but A is rat guaranteed to be so.We cannot assume liability,for results that buyer obtains with our product since conditions of use are beyond the control of the company.It is the customer's responsibility to evaluate suitability and safety of product for his own use.ACO,Inc. reserves the right to change the product and specifications without notice. Reorder R EL013 April 2018 rrx-rl.C.i11,ld CL , . z p z g c+ OJ N3dSV • ty// 8s'' A 30V1d3aNVSOOla SO w V w �• .Cd :u ora. 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S]31JAO A113 N]dSV 9 a i . rr 0 ... .% 1� 0 ..., a f rr r,. ... i% � ' Ej• p A r i�i� stip ti ti 41— ' Faa IIII Ell. O SJ -----4'1_•_ cnN yip a u a � � o Luul U U J J CC Vl W D FMS C 61 r D a O v Q c 'i 10411ao old UOHAO A113 N]dSV EEEI ----------- 1H Al ----------- j IO ,lima i cn Lu ----- ------ - .2 t- a !a o Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page: A2.1 Level 0 Floor Plan A B C 0 E f G •� � ! + N �■ ,I \ > cc LU I I , 1 - 1 I I I � I � w ,5 U LL --- 0 _y I U I I I rt.rt t o 0 1 I ♦ P! \l L.--------- ----------------------------------J ----- Z .; w Pot v u G n Po I I I i •.. '� 10.C¢.GL t � •E.FOErKF I I a A2.1 LOWER LEVEL REFERENCE PLAIN `1 Legend Pitch Description SF LF EA Corner Bead 5.00 Shaft Wall 39.55 4.00 Cement Board Over Rigid at W-I Wall 450.00 0.00 4/11/2019 I'aec 1 Superior Drywall,Inc. P.O.Box 881 Eagle,CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page:A2.2 Level 1 Floor Plan .t B . .. E F G " 1 J N12 ...V �■ I ` �f —o ' -- — ;�--------- ----------- --I— U ca - --- o. 1z - --------- L� O 1 U Uj Q 1 1 1 FA2.2 1 MAIN LEVEL REFERENCE PLAN _ Legend Pitch Description SF LF EA Typical Interior 3 5/8"Wall 164.86 18.00 ■ ■ Box Header 71.63 8.00 ■ ■ ■ ■ Typical Interior 2 1/2" Fur Out Wall 148.58 4.00 Exterior Wall to 12'-6" 322.37 11.00 Exterior Wall to 12'-6"-Double Layer 1 63.55 2.00 Tile Backer Swapout to 8' 113.43 12.00 Shaft Wall 62.33 9.00 Bathroom Chase Wall 35.29 2.00 i/ Corner Bead 19.00 4/11/2019 Page 2 Superior Drywall,Inc. P.O.Box 881 Eagle,CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page: A2.2 Level 1 Floor Plan Legend Pitch Description SF LF EA ❑ Window Returns 18.00 ® s e 6" 18 ga Strapping 55.19 5.00 4/11/2019 Page 3 Superior Drywall, Inc. P.O.Box 881 Eagle, CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 I Exhibit J - Drywall and Ceiling Assemblies City Offices BudgetPerinit Set Budget Section: Entire Job Page: A22Level | Floor Plan' Interior Buildout GALENA PROGRAMMING-LEVEL 01 Li ^xn^ ENGINEERING pOMMUNIITY DEVELOPMENT pmp)ctwwimrn401.mxm p�OOnpu� �sys��ws PnVGn�m�|mG CORGAN 01===" c."alES CL°°/,,cARCHITECT' om,o Legend Pitch Description SF LF EA Typical Interior} 5/8^ Wall 559.86 24.00 Typical Interior 1/2 Height YVaU 1225 |.00 Tile Backer 8wupoutm8' 192.16 22.00 v/ Corner Bead 10.00 1/11/2019 Page 4 Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section:Entire Job Page:A2.3 Level 2 Floor Plan A N C " F f C N 1 J N ra �■ CC M v .. .. . I EE ..... ,... �I I , I � rowCn I I I T——— ——————————— LU �- O U w CI- T— N 1 Q I 1 it ❑_�_ � ( - K41DDLE LEVEL REFERENCE PLAN A2.3 Legend Pitch Description SF LF EA Typical Interior 3 5/8"Wall 160.76 20.00 Box Header 217.60 25.00 ■ ■ ■ ■ Typical Interior 2 1/2"Fur Out Wall 36.15 5.00 Exterior Wall to 12'-6" 410.11 27.00 Exterior Wall to 12'-6"-Double Layer 1 247.78 8.00 Tile Backer Swapout to 8' 121.02 12.00 Shaft Wall 43.94 6.00 Bathroom Chase Wall 35.94 2.00 i/ Corner Bead 2.00 4/11/2019 Page 5 Superior Drywall, Inc. P.O.Box 881 Eagle, CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page: A2.3 Level 2 Floor Plan Legend Pitch Description SF LF EA ❑ Window Returns 33.00 e ■ 6" 18 ga Strapping 53.27 5.00 4/11/2019 I'agc 6 Superior Drywall,Inc. P.O.Box 861 Eagle, CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page:A2.3 Level 2-Interior Buildout or "EILTH -C- PAR-Ipirl UPECAL or 7, GALENA PROGRAMMING-LEVEL 02 RIO GRANDE PROGRAMMING-LEVEL 0 ACRA TRANSPORTATION ENVIRONMENTAL HEALTH INFORMATION TECHNOLOGY PARKING SPECIAL EVENTS 71 Project Number:17401 00W FLOOR PLAN-LEVEL TWO-PROGRAMMING 01222018 CORGAN Legend Pitch Description SF LF EA Typical Interior 3 5/8" Wall 520.39 34.00 z ff Typical Interior 1/2 Height Wall 15.06 1.00 Tile Backer Swapout to 8' 49.47 4.00 Corner Bead 23.00 Install HM Frames In Metal Stud.Walls 70.00 4/11/2019 Page 7 Superior Drywall,Inc. P.O.Box 861 Eagle, CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page: A2.4 Level 3 Floor Plan 12 FT W 1 u - _ _ ...� r____�WA TJ i——��\��- =��� " i/ I ', I UL �tH L, U LU Q LID �_. F1 FA2.4 UPPER LEVEL REFERENCE PLAN Legend Pitch Description SF LF EA Typical Interior 3 5/8" Wall 234.05 23.00 Box Header 85.68 10.00 Exterior Wall to 12'-6" 249.26 13.00 Tile Backer Swapout to 8' 145.19 18.00 ® Shaft Wall 16.52 2.00 Bathroom Chase Wall 35.78 2.00 V/ Corner Bead 10.00 / Window Returns 30.00 6" 18 ga Strapping 50.04 5.00 4/11/2019 I'agc 8 Superior Drywall,Inc. P.O.Box 881 Eagle, CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page: A2.4 Level 3- Interior Buildout CAPITAL ASSET G VO ' GALENA PROGRAMMING-LEVEL 03 RIO GRANDE PROGRAMMING-LEVEL 07 LF CAPITAL ASSET HOUSING SUPPORT Project Number 17401.0000 FLOOR PLAN-LEVEL THREE-PROGRAMMING C 0 R G AN CHARLES CLNNIFFE ARCHITECTS 01222018 Legend Pitch Description SF LF EA Typical Interior 3 5/8" Wall 207.53 15.00 1/ Corner Bead 15.00 4/11/2019 Page 9 Superior Drywall,Inc. P.O. Box 881 Eagle, CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page: A2.5 Roof Plan ++� tl .i r f%1 -r, - -1 #Hlft --o-- —=-- --1/,5 -- ---- — ,-i--= —4------ U LL r O LU CLI I a ROOF REFERENCE PLAN A2.5 is Legend Pitch Description SF LF EA Parapet Wall 341.50 10.00 4/11/2019 Page 10 Superior Drywall, Inc. P.O.Box 881 Eagle, CO 61631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit ,J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page: A2.1 Level 0 RCP A P c o t F 6 N I 1 K 12 �/ / / iM .. `� / / / / / .. / as•..M,.�. �� cc DO I - 5 LU I I I F. I -- ' LL- LL- 0 p I S O P! U 1 C7 0 0 1 I �' ♦ d� L.-------- ---------------------------------- -------j Z LU CL El A2.1 LOWER LEVEL REFERENCE PLAN [ ] Legend Pitch Description SF LF EA Drywall Grid System 3,387.22 260.14 8.00 4/11/2019 Paec 11 Superior Drywall, Inc. P.O.Box 881 Eagle, CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page:A2.2 Level I RCP nc;•+n Erl EfUNG Lk r _ ♦ 't O h t G�MMl1HrY ha � PEYELOP_MENt i t nuw 5 GALENA PROGRAMMING-LEVEL 01 f*-':' ,,Yo—r.•,crr ::y ACRA ENGINEERING COMMUNITY DEVELOPMENT Pwlecl Number.17401.0000 �L M FLOOR PLAN-LEVEL ONE-PROGRAMMING C 0 R G A N r�ARLCS CUNNIFFC ARCHITECTS 01.22.2018 Legend Pitch Description SF LF EA 9 Wood 1100 With I"Tectum Above 1,101.62 400.98 313.00 Single Drop Soffit 53.56 4.00 Drywall Grid System 844.65 387.72 48.00 2x2 Acoustical Ceiling System 2,287.76 651.14 58.00 1"Tectum Panels Over 1 5/8"Stud Fran 7,419.48 900.88 58.00 9 Wood 2100 Linear 106.12 42.11 5.00 1 5/8"Stud Framed Ceiling Above 9 We 893.40 278.73 24.00 4/11/2019 Page 12 Superior Drywall,Inc. P.O.Box 881 Eagle, CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page:A2.3 Level 2 RCP 4 1.Fnl ir011 • .�• r. . ;.�; ':r •• Puna �PEil�L � • 8• fit. � • �• ``.�\ti\.:.::;•':;•• '}z•.:;. W;.; TRANSPORTATION IT GALENA PROGRAMMING•LEVEL 02 RIO GRANDE PROGRAMMING LEVEL 02 - I ACRA TRANSPORTATION ENVIRONMENTAL HEALTH INFORMATION TECHNOLOGY PARKING - SPECIAL EVENTS a s +a :r Project Number.17401.0000 ® FLOOR PLAN-LEVEL TWO-PROGRAMMING C 0 R G A N ® CHARLES CLNNIFFC ARCHITECTS 01.22)18 Legend Pitch Description SF LF EA 9 Wood 1100 With Irr Tectum Above 1,197.18 284.85 241.00 Single Drop Soffit 184.71 8.00 Drywall Grid System 514.13 177.52 16.00 2x2 Acoustical Ceiling System 8,347.09 1,568.08 422.00 1"Tectum Panels Over 1 5/8" Stud Fran 2,096.64 254.41 13.00 1 5/8"Stud Framed Ceiling Above 9 We 1,172.94 284.65 17.00 4/11/2019 Page 13 Superior Drywall, Inc. P.O.Box 881 Eagle, CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page: A2.4 Level 3 RCP I CAPITAL ASSET # Q 1 igR�1111. ..: O .0 GALENA PROGRAMMING-LEVEL 07 RIO GRANDE PROGRAMMING•LEVEL 03 CAPITAL ASSET HOUSING — SUPPORT Project Number.17401.0000 ® FLOOR PLAN-LEVEL THREE-PROGRAMMING C 0 R G A N mCHARLES CLNNIFFC ARCHITECTS 01 22.2018 Legend Pitch Description SF LF EA 9 Wood 1100 With 1"Tectum Above 947.92 267.46 172.00 Radius Soffit Drop 35.66 0.00 Drywall Grid System 369.29 148.17 18.00 2x2 Acoustical Ceiling System 327.83 146.71 23.00 2x2 Washable-Acoustical Ceiling Syst< 356.17 78.31 6.00 1"TeetU n Panels Over 1 5/8"Stud Fran 3,940.28 527.53 36.00 9 Wood 2100 Linear 129.09 45.73 5.00 1 5/8" Stud Framed Ceiling Above 9 We 962.67 241.79 25.00 4/11/2019 Page 14 Superior Drywall, Inc. P.O.Box 881 Eagle, CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page: A7.2 Exterior Soffit Framing R(P�GEND a� 4\ '1 PP .1. i EE ... .. i N +: U LL- 0 27 v LT s ❑ LL v D_ N Pe Q ........... O RCP_MAIN LEVEL_ FA7 o-.. Legend Pitch Description SF LF EA Exterior Soffit Framing-Glass Mat 1,779.46 196.43 8.00 Exterior Soffit-5/8"FRT/T&G Install 1,040.19 249.45 15.00 4/11/2019 Page 15 Superior Drywall,Inc. P.O.Box 881 Eagle, CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit J - Drywall and Ceiling Assemblies Aspen City Offices - SD Budget - Permit Set Budget Section: Entire Job Page: A7.4 Exterior Soffit Framing R{.P LEGEND F777 1 Ai ' fW ' cc o0 ' CC W - U a✓ ; LL- LL- 12 L- LL_11 ~ s " Z . V) Q - 7 ., ... T P6 A7.4 RCPUPPER LEVEL Legend Pitch Description SF LF EA Exterior Soffit-5/8" FRT/'f&G Install 2,257.47 563.26 21.00 4/11/2019 Page 16 Superior Drywall, Inc. P.O.Box 881 Eagle, CO 81631-0881 Phone:970-328-7125 Fax:970-328-7124 Exhibit K - interiors Finish t AW Aspen City Offices Page 1 Permit Drawings/50%CD Set 4/15/2019 2:46 PM Interiors Allowance Aspen City Offices-50%CD Permit Set-Interiors Allowances.pee Project name ACO Build Back 425 Rio Grande Place Aspen CO 81611 Estimator JN Labor rate table 1 Job size 36875 sf Duration 17 mo Bid date 1/26/2019 Report format Sorted by'Group phase/Phase' 'Detail'summary Allocate actions Print sort level notes CONFIDENTIALThe infomralw and data in this report are slriclly confidential and are supplied on the understanding that they will be held cwfide Bally and not disclosed to third parties without the prior written consent of Shaw Construction, Exhibit K - interiors Finish SHAW Aspen City Offices Page 2 Permit Drawings/50%CD Set 4/15/2019 2:46 PM Interiors Allowance Aspen City Offices-50%CD Permit Set-Interiors Allowances.pee Group Phase Description Takeoff Quantity Total Cost/Unit Total Amount Previous Budget/Notes 005000 METALS 005510 MISC.METALS Angle Counter Support 64.00 If 25.00 /If 1,600 Bathroom&Locker Vanities MISC.METALS 36,875.00 sf 0.04 /sf 1,600 METALS 36,875.00 sf 0.04/sf 1,600 006000 WOOD&PLASTICS" 006220 MILLWORK Door Casings ' ex 0.00/ex 0 Metal Frames Window Sills 250.00 If 18.50 /If 4,625 Baseboards ex 0.00/ex 0 Resilient Base,Div.09 Wainscoting ex 0.00/ex 0 at Public Areas MILLWORK 36,875.00 at 0.13 /sf 4,625 006410 CABINETS Base Cabinet 87.00 If 300.00 /if 26,100 Department Entry Wall Cabinet 'ex 0.00/ex 0 Department Entry Offices and Conference Room ' ex /ex Assume Furniture Built-Ins Break Room Cabinets&Counters 1.00 room 5,000.00 /room 5,000 3rd Level Lobby Entrance Desk 1.00 ea 15,000.00 lea 15,000 CABINETS 36,875.00 sf 1.25 /sf 46,100 006415 COUNTER TOPS Restroom&Locker Vanities 128.00 sf 85.00 /at 10,880 8 Locations Solid Surface Counter Top 174.00 sf 75.00 /sf 13,050 Department Entry COUNTER TOPS 36,875.00 sf 0.65 /sf 23,930 006610 PLASTIC FABRICATIONS FRP Wall Panels 180.00 sf 7.50 /sf 1,350 PLASTIC FABRICATIONS 36,875.00 at 0.04 /sf 1,350 WOOD&PLASTICS' 36,875.00 sf 2.06 /sf 76,005 008000 DOORS&WINDOWS' 008110 STEEL DOORS/FRAMES Unload&Distribute Frames 63.00 ea 15.00 lea 945 Unload&Distribute Doors 67.00 ea 15.00 /ea 1,005 Unload&Distribute Hardware 63.00 ea 7.50 lea 473 Intenor Single Wood Door,Hollow Metal 59.00 ea 1,275.00 lea 75,225 Frame,Hardware Intenor Double Wood Door,Hollow Metal 4.00 ea 1,675.00 lea 6,700 Frame,Hardware STEEL DOORSWRAMES 36,875.00 sf 2.29 /sf 84,348 008810 GLASS&GLAZING Unframed Mirrors 256.00 sf 20.00 /at 5,120 8-8'x4' GLASS&GLAZING 36,875.00 at 0.14 /sf 5,120 DOORS 8,WINDOWS" 36,875.00 sf 2.43 /sf 89,468 009000 FINISHES' 009310 CERAMIC TILE Ceramic Wall Tile 5,107.00 sf 20.00 /at 102,140 -Tile Backer and Waterproofing 5,107.00 sf 8.50 /at 43,410 Ceramic Floor Tile 1,511.00 sf 16.00 /at 24,176 -Antifracture Membrane 1,511.00 sf 4.00 /at 6,044 -Tile Base 638.00 If 8.00 /If 5,104 Tile Sealer 6,618.00 sf 2.00 /at 13,236 Floor Prep 6,618.00 at 0.25 /sf 1,655 Finished Floor Protec'n-Ceramic 6,618.00 sf 0.45 /sf 2,978 CERAMIC TILE 36,875.00 sf 5.39 /sf 198,742 009510 ACOUSTICAL CEILINGS Acoustical Ceilings,Tectum,and 9Wood 36,875.00 sf 13.33 /sf 491,473 SDI Acoustic Ceiling Tiles System 'incl 0.00/incl 0 Tectum Panels •incl 0.00/incl 0 CONFIDENTIAL:The in/amaton and data in this report are sticHy confidential and are supplied on the understanding that they will be held corrtdentially and not disclosed 10 third partes without the prior written consent o/Shaw CorstuCIAW Exhibit K - Interiors Finish AW Aspen City Offices Page 3 Permit Drawings/50%CD Set 4/15/2019 2:46 PM Interiors Allowance Aspen City Offices-50%CD Permit Set-Interiors Allowances.pee Group Phase Description Takeoff Quantity Total Cost/Unit Total Amount Previous Budget/Notes 009510 ACOUSTICAL CEILINGS 9 Wood Ceilings 'incl /incl ACOUSTICAL CEILINGS 36,875.00 sf 13.33 Isf 491,473 009650 RESILIENT FLOORING LVT Flooring 1,778.00 at 7.00 Isf 12,446 4"Rubber Base 2,700.00 If 2.25 /If 6,075 RESILIENT FLOORING 36,875.00 sf 0.50 Isf 18,521 009680 CARPET Walk Off Carpet 25.00 sy 64.00 Isy 1,600 Carpet Tiles 2,789.00 sy 44.00 /sy 122,716 Floor Prep 25,101.00 sf 0.25 /sf 6,275 Finished Floor Protec'n-Carpet 25,101.00 sf 0.18 /sf 4,518 CARPET 36,875.00 all 3.66 Isf 135,109 009840 ACOUSTICAL WALL TREATMENT Acoustic Wall Panels 1/4" 'ex 0.00/ex 0 009910 PAINTING ' Paint 40,000.00 sf 7.00 /at 280,000 Touch-up 40,000.00 sf 0.50 /sf 20,000 PAINTING 36,875.00 sf 8.14 Isf 300,000 FINISHES* 36,875.00 sf 31.02 /sf 1,143,846 010000 SPECIALTIES* 010115 MARKFRBOARDS Markerboards-4'x 8' ` ex 0.00/ex 0 By Owner Markerboards-4'x 8' ex 0.00/ex 0 By Owner Markerboards-4'x 8' 'ex 0.00/ex 0 By Owner 010160 METAL TOILET PARTITIONS Metal Toilet Partitions 8.00 room 0.00/roo 0 m Metal Partitions 24.00 ea 850.00 tea 20,400 Urinal Screens 4 00 ea 650.00 lea 2,600 METAL TOILET PARTITIONS 36,875.00 sf 0.62 /at 23,000 010440 INTERIOR SIGNAGE Interior Signage Allowance 36,875.00 sf 0.50 /at 18,438 INTERIOR SIGNAGE 36,875.00 sf 0.50 /sf 18,438 010510 LOCKERS Metal Lockers and Benches 1.00 Is 10,000.00 /Is 10,000 LOCKERS 36,875.00 at 0.27 Isf 10,000 010810 TOILET ACCESSORIES Toilet Accessories 8.00 room 5,000.00 /room 40,000 Shower Accessories 2.00 room 2,500.00 /room 5,000 TOILET ACCESSORIES 36,875.00 sf 1.22 /sf 45,000 SPECIALTIES* 36,875.00 sf 2.62 Isf 96,438 011000 EQUIPMENT* 011450 RESIDENTIAL APPLIANCES Break Room Appliances 1.00 room 6,000.00/room 6,000 RESIDENTIAL APPLIANCES 36,875.00 sf 0.16 Isf 6,000 EQUIPMENT* 36,875.00 sf 0.16 /sf 6,000 012000 FURNISHINGS* 012350 SPECIALTY CASEWORK High Density Storage Shelving ` ex 0.00/ex 0 012490 WINDOW TREATMENTS Manual Single Shade Window Coverings 1,000.00 sf 22.00 /sf 22,000 CONFIDENTIAL:the intonation and data in this report are sincdy"fidimml and are supplied on the understanding that they will beheld cmtdenfially and not discbsed to third partes without the prim wniten consent of Shaw Consfructim Exhibit K - Interiors Finish SHAW Aspen City Offices Page 4 Permit Drawings/50%CD Set 4/15/2019 2:46 PM Interiors Allowance Aspen City Offices-50%CD Permit Set-Interiors Allowances.pee Group Phase Description Takeoff Quantity Total Cost/Unit Total Amount Previous Budget/Notes WINDOW TREATMENTS 36,875.00 sf 0.60 Isf 22,000 FURNISHINGS* 36,875.00 sf 0.60 /sf 22,000 015000 MECHANICAL* 015050 MECHANICAL Complete Mechanical/Plumbing for 36,875.00 sf 18.00 Isf 663,750 Add'I VAV's,Ductwork,Hydronic Piping, Intenors etc. MECHANICAL 36,875.00 sf 18.00 /sf 663,750 MECHANICAL* 36,875.00 sf 18.00 /sf 663,750 016000 ELECTRICAL* 016010 ELECTRICAL LED Fixtures and Controls 36,875.00 sf 13.70 /sf 505,000 B&B ELECTRICAL 36,875.00 sf 13.70 Isf 505,000 ELECTRICAL* 36,875.00 sf 13.70 Isf 505,000 CONFIDENTIALThe inlormation and data in this report are slncilycon6denfia/and are supplied m the underslandmg that they will be held confidentially and not disclosed to third parties without the poor wnflen consent o/Shaw Cmslruclim. Exhibit K - Interiors Finish SHAW Aspen City Offices Page 5 Permit Drawings/50%CD Set 4/15/2019 2:46 PM Interiors Allowance Aspen City Offices-50%CD Permit Set-Interiors Allowances.pee Estimate Totals Description Amount Totals Rate 2,604,105 2,604,105 Subcontractor Bonds(included) Material Sales Tax-Exempt Labor Burden 2,377 21.850 2,377 2,606,482 General Liability-w/GC's Builders Risk-w/GC's Warranty Reserve-w/GC's P 8 P Bond-w/GC's Cloud Technology Services 2.606,482 Preconslruclion Estimating Contingency Design Contingency Contractor Contingency Contractor Fee Total 2,606,482 CONFIDENTIAL.The m/ormation and data in this report are s6lchy confidential and are supplied on the understanding that they will be held conhoenhally and not disclosed N third parties without the poor wnllen consent o/Shaw Construction.