Item 2.b._Consultant's Report & Review of 305 S Congress PUD Application Infrastructure Costs

South Central Waterfront Advisory Board – March 16, 2020

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South Central Waterfront Advisory Board Meeting March 16, 2020 Agenda Item 2.b. - Consultant’s Report & Review of 305 S Congress PUD Application Infrastructure Costs Consultant’s Report & Review of 305 S Congress PUD South Central Waterfront Agenda Item 2.b. Application Infrastructure Costs Updated: March 12, 2020 CONTENTS WHAT’S NEW 2.b.i. Cost Estimates Packet for Site Improvements from Endeavor Real Estate Group Applicant provided cost estimates for the PUD-proposed site improvements 1: Infrastructure Improvements (DRAFT) - Key Map (prepared by Endeavor consultant team) 2: Waterfront Park Concept Map 3: Waterfront Park Cost Estimates Table (prepared by Endeavor consultant: CMG Landscape Architecture) (prepared by Endeavor consultant: CMG Landscape Architecture) 4: Site Infrastructure - Program Cost Metrics Spreadsheet (prepared by Endeavor consultant: DPR Construction) 5: Below-Grade Parking Cost Spreadsheet (prepared by Endeavor consultant: DPR Construction) 2.b.ii. City Of Austin Review & Adjustments Of Cost Consultant review of item 2.b.i. Estimates For Site Improvements As Submitted By Endeavor Real Estate Group 1: MEMO: Review of Cost Estimates submitted by Applicant for 305 S. Congress PUD (prepared by Project Cost Resources, consultants to CoA/PAZ) 2: Adjusted Direct Costs for 305 S. Congress PUD (prepared by CoA/PAZ staff, based on Project Cost Resources memo) DRAFT COST ESTIMATES PACKET FOR SITE IMPROVEMENTS FROM ENDEAVOR REAL ESTATE GROUP At the request of the City of Austin, Planning & Zoning Department, the Endeavor Real Estate Group, the development partner of the Applicant team for the 305 S. Congress Planned Unit Development (PUD) amendment submission, provided cost estimates for the PUD-proposed Site Improvements, including Waterfront Park, Plazas, Streets and Streetscapes (improvements to existing and newly proposed), and Underground Parking, as well as Site Preparation and Utilities Infrastructure. The purpose of the City request was twofold: (1) better understand the proposed Site Improvements in terms schematic design and the quantity and qualities of building materials; and (2) conduct an independent review of the submitted cost estimates with City-hired consultants as part of the ongoing South Central Waterfront planning update. The Endeavor Real Estate Group submitted the following documents, prepared by their consultants, in support of their cost estimates: Attachment 1: Infrastructure Improvements (DRAFT) - Key Map (prepared by Endeavor consultant team) Attachment 2: Waterfront Park Concept Map (prepared by Endeavor consultant: CMG Landscape Architecture) Attachment 3: Waterfront Park Cost Estimates Table (prepared by Endeavor consultant: CMG Landscape Architecture) Attachment 4: Site Infrastructure - Program Cost Metrics Spreadsheet (prepared by Endeavor consultant: DPR Construction) Attachment 5: Below-Grade Parking Cost Spreadsheet (prepared by Endeavor consultant: DPR Construction) These documents have been assembled in this packet. DRAFTSouth Central Waterfront Advisory Board Meeting March 16, 2020 Agenda Item 2.b. - Consultant’s Report & Review of 305 S Congress PUD Application Infrastructure Costs South Central Waterfront 2.b.i. Cost Estimates Packet for Site Improvements from Endeavor Real Estate Group 1. Infrastructure Improvements (DRAFT) - Key Map Updated: March 12, 2020 CONTENTS WHAT’S NEW 2.b.i. Cost Estimates Packet for Site Improvements from Endeavor Real Estate Group Applicant provided cost estimates for the PUD-proposed site improvements 1: Infrastructure Improvements (DRAFT) - Key Map (prepared by Endeavor consultant team) DRAFTATTACHMENT 1 305 S Congress Avenue Infrastructure Improvements (DRAFT) 2019.10.30 KEY PROJECT NAME AREA LENGTH NOTES Barton Springs Segment 1 Lakefront Park Presenvation/Relocation of Trees Regrading Works Internal Street Segment 1 Shared Street Segment 2 Internal Street Segment 3 Internal Street Segment 4 BS‐1 Barton Springs Extension Subtotal S‐1 S‐2 S‐3 S‐4 Internal Street Subtotal G‐1 G‐2 G‐3 Park Land Subtotal P‐1 P‐2 P‐3 P‐4 P‐5 P‐6 P‐7 Plaza/Landscape Area Subtotal W‐1 Inundated Land Subtotal Great Steps Landscape Plaza 2 (Adjacent to park) Landscape Plaza 3 (Adjacent to park) Landscape Plaza 4 (Adjacent to park) Landscape Plaza 5 (Congress edge) Landscape Plaza 6 (Congress edge) Grand Pedestrian Walkway Inundated Land sqft 70,146 70,146 15,710 26,319 16,212 10,083 68,324 305,641 ‐ ‐ 305,641 28,308 3,098 3,322 13,781 9,327 3,236 15,982 77,054 28,256 28,256 acre 1.61 1.61 0.36 0.60 0.37 0.23 1.57 7.02 ‐ ‐ 7.02 0.65 0.07 0.08 0.32 0.21 0.07 0.37 1.77 0.65 0.65 Congress Intersection 1 Congress Improvement 2 Infrastructure Improvement outside Property Line C‐1 C‐2 Congress Improvement Subtotal BS‐2 BS‐3 Barton Springs Improvement Subtotal R‐1 *Preliminary estimation of areas based on conceptual design and subject to change Removal Subtotal Barton Springs Improvement 2 Barton Springs ‐ E Riverside Intersection 22,100 55,700 77,800 35,500 6,500 42,000 Removal/Relocation of Site Utilities 0.51 1.28 1.79 0.81 0.15 0.96 ‐ ‐ ‐ ‐ ft ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ New Construction, detail breakdown will be provided by CMG New Construction, detail breakdown will be provided by CMG New Construction, detail breakdown will be provided by CMG P-6 C-1 C-2 P-5 P-1 P-7 S-4 G-1 W-1 P-2 P-3 S-1 S-2 S-3 BS-1 P-4 New Construction New Construction New Construction New Construction New Construction New Construction New Construction New Construction New Construction New Construction New Construction New Construction New Construction, detail breakdown will be provided by CMG Existing, need Improvement Existing, need Improvement Existing, need Improvement Existing, need Improvement BS-2 BS-3 Existing, need Removal/Relocation, details will be provided by Stantac DRAFTSouth Central Waterfront Advisory Board Meeting March 16, 2020 Agenda Item 2.b. - Consultant’s Report & Review of 305 S Congress PUD Application Infrastructure Costs South Central Waterfront 2.b.i. Cost Estimates Packet for Site Improvements from Endeavor Real Estate Group 2. Waterfront Park Concept Map Updated: March 12, 2020 CONTENTS WHAT’S NEW 2.b.i. Cost Estimates Packet for Site Improvements from Endeavor Real Estate Group Applicant provided cost estimates for the PUD-proposed site improvements 2: Waterfront Park Concept Map (prepared by Endeavor consultant: CMG Landscape Architecture) DRAFTATTACHMENT 2 BOARDWALK PLANTED AREAS NATURE PLAY FITNESS ZONE CRUSHED STONE PAVING COMMUNITY PICNIC AREA ESPLANADE PAVING SEAT WALL WATER THEATER BEACH/KAYAK LAUNCH PIER LAWN WATER QUALITY PONDS RETAINING WALL PARK L.O.W. PROJECT L.O.W. DRAFTSouth Central Waterfront Advisory Board Meeting March 16, 2020 Agenda Item 2.b. - Consultant’s Report & Review of 305 S Congress PUD Application Infrastructure Costs South Central Waterfront 2.b.i. Cost Estimates Packet for Site Improvements from Endeavor Real Estate Group 3. Waterfront Park Cost Estimates Table Updated: March 12, 2020 CONTENTS WHAT’S NEW 2.b.i. Cost Estimates Packet for Site Improvements from Endeavor Real Estate Group Applicant provided cost estimates for the PUD-proposed site improvements 3: Waterfront Park Cost Estimates Table (prepared by Endeavor consultant: CMG Landscape Architecture) DRAFT2019 305 S CONGRESS PUBLIC REALM CONCEPT DESIGN ESTIMATE 8/9/2019 ITEM AREA (SF) AREA (AC) QTY UNIT UNIT COST TOTAL COST NOTES Site Preparation (Demo, Utility, Earthwork) Heritage Tree Relocation Tree Protection & Care 334,300 7.67 15 210 $5.25 $115,000.00 $2,000.00 $1,755,075 $1,725,000 Assumes 15 of 22 Heritage Trees will be relocated $420,000 Michael Embesi cost plus buffer Site area includes all improvements within the Waterfront Park L.O.W. Staking and layout, site clearing and grubbing, tree removal and disposal and rough grading 0.47 3.38 4.18 0.81 1.30 1.03 20,502 147,066 182,274 35,208 56,698 45,001 2,332 1,558 48 4,213 16,535 0.10 0.38 57,000 1.31 SF $20.00 $1,140,000 $20.00 $5.00 $5.00 $12.00 $45.00 $450.00 $250.00 $200.00 $175.00 $3,587,850 Wood decking - 50% on grade, 50% on piers over water with metal guard rail throughout (ERG also contemplates a bulkhead, which will reduce the cost of this line item) Predominately ornamental planting. Includes soil amendments and mulch. Includes planting areas in Water Quality Ponds as well $2,941,320 $911,370 Subsurface Drip includes pump, meter, back-flow preventer and controllers $176,040 Sod, planting soil and coarse sand drainage $680,376 Stabilized crushed stone paving, vehicular grade for maintenance (see attached packet for additional details) $2,025,045 Precast Concrete Unit Pavers with subgrade preparation, base materials, and grading for pedestrian $1,049,400 CIP reinforced concrete retaining walls with guard rail where needed $389,500 18"X18" CIP Seatwall $9,600 10 stairs-6' wide, and 8 stairs-10' wide - includes handrails, CIP Concrete Top soil, filter fabric, drain rock, etc. Final SF requirements to be coordinated with Civil. Additional green infrastructure measures will need to be incorporated into the estimates for the garage and MEP systems; however, the design team is still coordinating these efforts. $230,000.00 $250,000.00 $175.00 $800,000.00 $25.00 $230,000 Design TBD $250,000 BCI: Bat Conservation International Collaboration for special educational signage $737,240 Wood decking on piers with metal guardrails $800,000 Allowance. CIP Concrete Steps/Seatwalls at Water's Edge $413,375 Sand, boulders and platform for kayak launch $1,000,000.00 $1,250,000.00 $1,000,000 $1,250,000 TBD Allowance. Design TBD, custom play structure with lookout onto lake, predominately wood. Play safety surface. Also includes allowance for smaller play moments along waters edge. $3,000,000.00 $450,000.00 $200,000.00 $400,000.00 $500,000.00 $500,000.00 $3,000,000 Combo of approx. 14' tall pole lights and smaller/detailed specialty lighting. Also includes specialty lighting considerations for bat viewing. $450,000 Allowance. Electrical services sufficient for events. Amenities only (paving not included). Shade Structure, Picnic Tables (6), Benches (4), BBQs, Trash Cans. Exact location TBD. $200,000 $400,000 Allowance. Includes, benches, trash cans, drinking fountains, bike racks $500,000 Allowance. Catalog Multi-use exercise station. Exact location TBD. $500,000 Allowance. Pre-fabricated Structure with outdoor shower and 2 Stalls. $0 Included in Great Steps Infrastructure Budget 7.67 $79.39 $26,541,191 $3,715,767 Security, Equipment, Temporary Facilities included ATTACHMENT 3 Boardwalk Planting Irrigation Lawn Crushed Stone Paving + Trail Amenities Esplanade Paving & Amenities (On-Structure) Retaining Walls Seat Walls Stairs Water Quality Pond/Biofiltration Area Amenities: Bat Viewing Feature Bat Viewing Signage Pier Water Theater Natural Beach & Kayak Launch Nature/Adventure Play Public Art Allowance Lighting & Electrical Power & AV Community Picnic Area Site Furnishings (without Community Picnic Area) Fitness Pavilion Showers & Restroom Plaza Water Feature (On-Structure) WATERFRONT PARK SUBTOTAL Contractor's Overhead, Profit & Insurance; General Conditions & Site Requirements Traffic Control/Interim Trail Conditions SUBTOTAL Escalation (2-years to mid-point of construction) SUBTOTAL Design Contingency TOTAL CONSTRUCTION COST 334,300 SOFT COSTS Landscape Architect Masterplan/Amenity Architect Lighting Consultant Signage/Wayfinding Consultant Bat Consultant Playground Consultant Sustainability Consultant Arborist Structural Civil Engineering/MEP Irrigation Legal Fees/POA Formation City of Austin Site Development & Permit Fees Soft Cost Contingency SOFT COST SUBTOTAL TOTAL HARD PLUS SOFT COSTS Development Fee GRAND TOTAL SF EA EA SF SF SF SF SF SF LF LF LF LS LS SF SF LS LS LS LS LS LS LS LS 14% 6% 10% 10% 3% NOTES $500,000 Includes work for Pier Pilings and Retaining Walls $711,691 Total Estimated Cost across project is $1.75M --> 7.67 acres / 18.86 total site area = $711,691 $750,000 $31,006,958 $1,860,417 $32,867,375 $3,286,738 $36,154,113 $2,000,000 $250,000 $200,000 $125,000 $25,000 $25,000 $50,000 $25,000 $50,000 $300,000 $400,000 $466,169 $5,127,861 $41,281,973 $1,238,459 $42,520,432 DRAFTSouth Central Waterfront Advisory Board Meeting March 16, 2020 Agenda Item 2.b. - Consultant’s Report & Review of 305 S Congress PUD Application Infrastructure Costs South Central Waterfront 2.b.i. Cost Estimates Packet for Site Improvements from Endeavor Real Estate Group 4. Site Infrastructure - Program Cost Metrics Spreadsheet Updated: March 12, 2020 CONTENTS WHAT’S NEW 2.b.i. Cost Estimates Packet for Site Improvements from Endeavor Real Estate Group Applicant provided cost estimates for the PUD-proposed site improvements 4: Site Infrastructure - Program Cost Metrics Spreadsheet (prepared by Endeavor consultant: DPR Construction) DRAFTATTACHMENT 4 STATESMAN SITE INFRASTRUCTURE Program Cost Metrics Date: 11/20/2019 Program GSF $/SF Cost R-1 Site Utility Removal / Relocation 402,000 $ 2.70 $ 1,086,171 C-1 Congress Intersection 1 22,100 $ 253.38 $ 5,599,727 C-2 Congress Improvement 2 55,700 $ 21.17 $ 1,179,388 BS-1 Barton Springs Segment 1 71,200 $ 54.62 $ 3,888,993 BS-2 Barton Springs Segment 2 35,500 $ 71.05 $ 2,522,241 BS-3 Barton Springs Intersection 6,500 $ 345.01 $ 2,242,593 P-1 Great Steps Plaza 1 28,300 $ 115.76 $ 3,276,077 P-2 Landscape Plaza 2 P-3 Landscape Plaza 3 P-4 Landscape Plaza 4 P-5 Landscape Plaza 5 P-6 Landscape Plaza 6 P-7 Landscape Plaza 7 S-1 Internal Streets Segment 1 15,700 $ 61.95 $ 972,607 S-2 Shared Street Segment 2 26,350 $ 48.30 $ 1,272,604 S-3 Internal Streets Segment 3 S-4 Shared Street Segment 4 16,400 $ 50.50 10,100 $ 63.40 WQ-1 Barton Springs Water Quality 113,200 $ 13.00 $ 1,471,600 WQ-2 Plaza 7 Water Quality WQ-3 Internal Street Water Quality 16,100 $ 13.00 68,550 $ 13.00 3,098 $ 208.88 3,322 $ 117.12 9,327 $ 77.93 3,236 $ 99.78 13,781 $ 82.74 $ 1,140,210 16,100 $ 77.45 $ 1,246,936 $ $ $ $ $ $ $ $ 647,110 389,076 726,816 322,879 828,138 640,355 209,300 891,150 Excluded Excluded G-1 Lakefront Park Design G-2 Relocation of Trees G-3 Regrading Works 718,740 $ 4.56 $ 3,277,428 Total Area $ 33,831,396 Notes: 1) All prices include tax, insurances, fees and markups. 2) Escalation is included at the rate of five percent (5%) per annum for two (2) years. 3) Prices are based on recent cost for projects located in the City of Austin CBD DRAFTSTATESMAN SITE INFRASTRUCTURE Date: 11/20/2019 F3010 - STRUCTURE DEMOLITION G1010 - SITE CLEARING G1020 - SITE ELEMENTS DEMOLITION G1030 - SITE ELEMENTS RELOCATION G1070 - SITE EARTHWORK G2010 - ROADWAYS G2030 - PEDESTRIAN PLAZAS & WALKWAYS G2050 - ATHLETIC, RECREATION & PLAYFIELDS G2060 - SITE DEVELOPMENT G2080 - LANDSCAPING G3010 - WATER UTILITIES G3020 - SANITARY SEWERAGE UTILITIES G3030 - STORM DRAINAGE UTILITIES G3050 - SITE ENERGY DISTRIBUTION G3060 - SITE FUEL DISTRIBUTION G4010 - SITE ELECTRIC DISTRIBUTION SYSTEMS G4050 - SITE LIGHTING G5010 - SITE COMMUNICATIONS SYSTEMS SUBTOTAL GENERAL REQUIREMENTS & GENERAL CONDITIONS PERMITS & FEES INSURANCE, FEES & MARKUPS CONTINGENCY ESCALATION SUBTOTAL GRAND TOTAL UTILITY REMOVAL CONGRESS IMPROVEMENTS CONGRESS IMPROVEMENTS R-1 C-1 C-2 Congress Intersection 1 Congress Improvement 2 Unit Cost 55,700 402,000 22,100 402,000 402,000 Total Cost $ - $ - $ $ $ - - $ $ - $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 804,000 48,240 47,725 85,224 100,982 282,171 1,086,171 Unit Cost $ - $ - 1.00 $ $ 1.00 $ - - $ $ - $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ 2.00 0.12 $ $ - $ 0.12 $ 0.21 0.25 $ $ 0.70 2.70 $ 4,145,000 Total Cost $ - - $ - $ $ - $ - $ $ - $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 246,047 439,370 520,610 1,454,727 5,599,727 4,145,000 248,700 Unit Cost $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 187.56 11.25 11.13 19.88 23.56 65.82 253.38 187,000 166,000 350,000 170,000 Total Cost $ - - $ - $ $ - $ - $ $ $ - $ $ $ - $ - - $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 51,821 92,538 109,648 306,388 1,179,388 873,000 52,380 $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - 15.67 $ 0.94 $ $ - $ 0.93 $ 1.66 $ 1.97 $ 5.50 21.17 $ DRAFTSTATESMAN SITE INFRASTRUCTURE Date: 11/20/2019 F3010 - STRUCTURE DEMOLITION G1010 - SITE CLEARING G1020 - SITE ELEMENTS DEMOLITION G1030 - SITE ELEMENTS RELOCATION G1070 - SITE EARTHWORK G2010 - ROADWAYS G2030 - PEDESTRIAN PLAZAS & WALKWAYS G2050 - ATHLETIC, RECREATION & PLAYFIELDS G2060 - SITE DEVELOPMENT G2080 - LANDSCAPING G3010 - WATER UTILITIES G3020 - SANITARY SEWERAGE UTILITIES G3030 - STORM DRAINAGE UTILITIES G3050 - SITE ENERGY DISTRIBUTION G3060 - SITE FUEL DISTRIBUTION G4010 - SITE ELECTRIC DISTRIBUTION SYSTEMS G4050 - SITE LIGHTING G5010 - SITE COMMUNICATIONS SYSTEMS SUBTOTAL GENERAL REQUIREMENTS & GENERAL CONDITIONS PERMITS & FEES INSURANCE, FEES & MARKUPS CONTINGENCY ESCALATION SUBTOTAL GRAND TOTAL BARTON SPRING EXTENSION BARTON SPRING EXTENSION BARTON SPRING EXTENSION Segment 1 BS-1 Segment 2 BS-2 Intersection BS-3 71,200 35,500 6,500 335,000 54,000 920,000 475,000 240,000 240,000 Total Cost $ - - $ - $ $ - $ - $ $ $ - $ $ $ $ - $ $ - $ $ - $ $ $ $ $ - $ $ $ $ $ 170,007 321,584 361,562 1,024,993 3,888,993 180,000 2,864,000 171,840 120,000 300,000 Unit Cost $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - 40.22 $ 2.41 $ $ - $ 2.39 $ 4.52 5.08 $ $ 14.40 54.62 $ 667,000 124,000 515,000 323,000 119,000 119,000 Total Cost $ - - $ - $ $ - $ - $ $ $ - $ $ $ $ - $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 110,825 197,902 234,494 655,241 2,522,241 1,867,000 112,020 Unit Cost - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - 52.59 $ 3.16 $ $ - $ 3.12 $ 5.57 6.61 $ $ 18.46 71.05 $ 1,660,000 Total Cost $ - - $ - $ $ - $ - $ $ - $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 98,538 175,960 208,495 582,593 2,242,593 1,660,000 99,600 Unit Cost $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 255.38 15.32 15.16 27.07 32.08 89.63 345.01 DRAFTSTATESMAN SITE INFRASTRUCTURE Date: 11/20/2019 F3010 - STRUCTURE DEMOLITION G1010 - SITE CLEARING G1020 - SITE ELEMENTS DEMOLITION G1030 - SITE ELEMENTS RELOCATION G1070 - SITE EARTHWORK G2010 - ROADWAYS G2030 - PEDESTRIAN PLAZAS & WALKWAYS G2050 - ATHLETIC, RECREATION & PLAYFIELDS G2060 - SITE DEVELOPMENT G2080 - LANDSCAPING G3010 - WATER UTILITIES G3020 - SANITARY SEWERAGE UTILITIES G3030 - STORM DRAINAGE UTILITIES G3050 - SITE ENERGY DISTRIBUTION G3060 - SITE FUEL DISTRIBUTION G4010 - SITE ELECTRIC DISTRIBUTION SYSTEMS G4050 - SITE LIGHTING G5010 - SITE COMMUNICATIONS SYSTEMS SUBTOTAL GENERAL REQUIREMENTS & GENERAL CONDITIONS PERMITS & FEES INSURANCE, FEES & MARKUPS CONTINGENCY ESCALATION SUBTOTAL GRAND TOTAL PLAZA Great Steps P-1 PLAZA Plaza 2 P-2 PLAZA Plaza 3 P-3 28,300 3,098 3,322 Total Cost $ - - $ - $ $ - $ - - $ 1,350,000 875,000 $ - $ $ $ - $ - - $ $ - $ - $ - $ $ - $ $ $ - $ $ $ $ $ 143,948 257,050 304,579 851,077 3,276,077 2,425,000 145,500 200,000 Unit Cost $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ - - $ $ - $ - $ - 7.07 $ $ - 85.69 $ 5.14 $ $ - $ 5.09 $ 9.08 10.76 $ $ 30.07 115.76 $ 110,000 221,000 48,000 Total Cost $ - - $ - $ $ - $ - - $ $ $ - $ $ $ - $ - - $ $ - $ - $ - $ $ - $ $ $ - $ $ $ $ $ 28,433 50,774 60,162 168,110 647,110 479,000 28,740 100,000 35.51 71.34 15.49 Unit Cost - $ - $ - $ - $ - $ - $ $ $ - $ $ - $ - $ - $ - $ - $ $ - $ $ - 154.62 $ 9.28 $ $ - $ 9.18 $ 16.39 19.42 $ $ 54.26 208.88 $ 32.28 108,000 85,000 45,000 Total Cost $ - - $ - $ $ - $ - - $ $ $ - $ $ $ - $ - - $ $ - $ - $ - $ $ - $ $ $ - $ $ $ $ $ 17,096 30,528 36,173 101,076 389,076 288,000 17,280 50,000 32.51 25.59 13.55 Unit Cost $ - - $ - $ $ - $ - - $ $ $ - $ $ $ - $ - - $ $ - $ - $ - $ $ - 86.69 $ 5.20 $ $ - $ 5.15 $ 9.19 10.89 $ $ 30.43 117.12 $ 15.05 DRAFTSTATESMAN SITE INFRASTRUCTURE Date: 11/20/2019 F3010 - STRUCTURE DEMOLITION G1010 - SITE CLEARING G1020 - SITE ELEMENTS DEMOLITION G1030 - SITE ELEMENTS RELOCATION G1070 - SITE EARTHWORK G2010 - ROADWAYS G2030 - PEDESTRIAN PLAZAS & WALKWAYS G2050 - ATHLETIC, RECREATION & PLAYFIELDS G2060 - SITE DEVELOPMENT G2080 - LANDSCAPING G3010 - WATER UTILITIES G3020 - SANITARY SEWERAGE UTILITIES G3030 - STORM DRAINAGE UTILITIES G3050 - SITE ENERGY DISTRIBUTION G3060 - SITE FUEL DISTRIBUTION G4010 - SITE ELECTRIC DISTRIBUTION SYSTEMS G4050 - SITE LIGHTING G5010 - SITE COMMUNICATIONS SYSTEMS SUBTOTAL GENERAL REQUIREMENTS & GENERAL CONDITIONS PERMITS & FEES INSURANCE, FEES & MARKUPS CONTINGENCY ESCALATION SUBTOTAL GRAND TOTAL PLAZA Plaza 4 P-4 PLAZA Plaza 5 P5 PLAZA Plaza 6 P6 13,781 9,327 3,236 445,000 184,000 140,000 Total Cost $ - - $ - $ $ - $ - - $ $ $ - $ $ $ - $ - - $ $ - $ - $ - $ $ - $ $ $ - $ $ $ $ $ 50,100 89,464 106,006 296,210 1,140,210 844,000 50,640 75,000 32.29 13.35 10.16 Unit Cost $ - - $ - $ $ - $ - - $ $ $ - $ $ $ - $ - - $ $ - $ - $ - 5.44 $ $ - 61.24 $ 3.67 $ $ - $ 3.64 $ 6.49 7.69 $ $ 21.49 82.74 $ 300,000 100,000 88,000 Total Cost $ - - $ - $ $ - $ - - $ $ $ - $ $ $ - $ - - $ $ - $ - $ - $ $ - $ $ $ - $ $ $ $ $ 31,936 57,028 67,572 188,816 726,816 538,000 32,280 50,000 90.31 30.10 26.49 Unit Cost - $ - $ - $ - $ - $ - $ $ $ - $ $ - $ - $ - $ - $ - $ $ - $ $ - 57.68 $ 3.46 $ $ - $ 3.42 $ 6.11 7.24 $ $ 20.24 77.93 $ 15.05 105,000 65,000 44,000 Total Cost $ - - $ - $ $ - $ - - $ $ $ - $ $ $ - $ - - $ $ - $ - $ - $ $ - $ $ $ - $ $ $ $ $ 14,187 25,334 30,018 83,879 322,879 239,000 14,340 25,000 31.61 19.57 13.25 Unit Cost $ - - $ - $ $ - $ - - $ $ $ - $ $ $ - $ - - $ $ - $ - $ - 7.53 $ $ - 73.86 $ 4.43 $ $ - $ 4.38 $ 7.83 9.28 $ $ 25.92 99.78 $ DRAFTSTATESMAN SITE INFRASTRUCTURE Date: 11/20/2019 F3010 - STRUCTURE DEMOLITION G1010 - SITE CLEARING G1020 - SITE ELEMENTS DEMOLITION G1030 - SITE ELEMENTS RELOCATION G1070 - SITE EARTHWORK G2010 - ROADWAYS G2030 - PEDESTRIAN PLAZAS & WALKWAYS G2050 - ATHLETIC, RECREATION & PLAYFIELDS G2060 - SITE DEVELOPMENT G2080 - LANDSCAPING G3010 - WATER UTILITIES G3020 - SANITARY SEWERAGE UTILITIES G3030 - STORM DRAINAGE UTILITIES G3050 - SITE ENERGY DISTRIBUTION G3060 - SITE FUEL DISTRIBUTION G4010 - SITE ELECTRIC DISTRIBUTION SYSTEMS G4050 - SITE LIGHTING G5010 - SITE COMMUNICATIONS SYSTEMS SUBTOTAL GENERAL REQUIREMENTS & GENERAL CONDITIONS PERMITS & FEES INSURANCE, FEES & MARKUPS CONTINGENCY ESCALATION SUBTOTAL GRAND TOTAL Plaza Plaza 7 P-7 Internal Street Segment 1 STREET S-1 STREET Intersection S-2 16,100 15,700 26,350 53,000 242,000 326,000 101,000 96,000 70,000 35,000 Total Cost $ - - $ - $ $ - $ - $ $ $ - $ $ $ $ $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 54,789 97,838 115,928 323,936 1,246,936 923,000 55,380 Unit Cost $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - 57.33 $ 3.44 $ $ - $ 3.40 $ 6.08 7.20 $ $ 20.12 77.45 $ 68,000 53,000 284,000 96,000 48,000 48,000 Total Cost $ - - $ - $ $ - $ - $ $ $ - $ $ $ $ - $ $ - $ $ - $ $ $ $ $ - $ $ $ $ $ 42,561 79,602 90,424 255,607 972,607 36,000 717,000 43,020 24,000 60,000 Unit Cost - $ - $ - $ - $ $ - 4.33 $ $ 3.38 $ - 18.09 $ 6.11 $ 3.06 $ $ 3.06 - $ $ - $ 1.53 3.82 $ - $ $ - 45.67 $ 2.74 $ $ - $ 2.71 $ 5.07 5.76 $ $ 16.28 61.95 $ 15,000 11,000 36,000 13,000 18,000 13,000 Total Cost $ - - $ - $ $ - $ - $ $ $ - $ $ $ $ - $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 6,292 11,236 13,314 37,202 143,202 106,000 6,360 Unit Cost $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ 4.02 0.24 $ $ - $ 0.24 $ 0.43 0.51 $ $ 1.41 5.43 $ DRAFTSTATESMAN SITE INFRASTRUCTURE Date: 11/20/2019 F3010 - STRUCTURE DEMOLITION G1010 - SITE CLEARING G1020 - SITE ELEMENTS DEMOLITION G1030 - SITE ELEMENTS RELOCATION G1070 - SITE EARTHWORK G2010 - ROADWAYS G2030 - PEDESTRIAN PLAZAS & WALKWAYS G2050 - ATHLETIC, RECREATION & PLAYFIELDS G2060 - SITE DEVELOPMENT G2080 - LANDSCAPING G3010 - WATER UTILITIES G3020 - SANITARY SEWERAGE UTILITIES G3030 - STORM DRAINAGE UTILITIES G3050 - SITE ENERGY DISTRIBUTION G3060 - SITE FUEL DISTRIBUTION G4010 - SITE ELECTRIC DISTRIBUTION SYSTEMS G4050 - SITE LIGHTING G5010 - SITE COMMUNICATIONS SYSTEMS SUBTOTAL GENERAL REQUIREMENTS & GENERAL CONDITIONS PERMITS & FEES INSURANCE, FEES & MARKUPS CONTINGENCY ESCALATION SUBTOTAL GRAND TOTAL STREET Segment 2 S-2 STREET Intersection S-2 Internal Street Segment 3 STREET S-3 26,350 26,350 16,400 157,000 77,000 295,000 76,000 73,000 53,000 Total Cost $ - - $ - $ $ - $ - $ $ $ - $ $ $ $ - $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 43,392 77,486 91,813 256,551 987,551 731,000 43,860 Unit Cost $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - 27.74 $ 1.66 $ $ - $ 1.65 $ 2.94 3.48 $ $ 9.74 37.48 $ 15,000 11,000 36,000 12,000 18,000 13,000 Total Cost $ - - $ - $ $ - $ - $ $ $ - $ $ $ $ - $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 6,233 11,130 13,188 36,851 141,851 105,000 6,300 Unit Cost - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ 3.98 0.24 $ $ - $ 0.24 $ 0.42 0.50 $ $ 1.40 5.38 $ 75,000 35,000 288,000 115,000 50,000 50,000 Total Cost $ - - $ - $ $ - $ - $ $ $ - $ $ $ $ - $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 36,388 64,978 76,992 215,138 828,138 613,000 36,780 Unit Cost $ - - $ - $ $ - $ - 4.57 $ $ 2.13 $ - 17.56 $ 7.01 $ 3.05 $ $ 3.05 - $ $ - $ - - $ - $ $ - 37.38 $ 2.24 $ $ - $ 2.22 $ 3.96 4.69 $ $ 13.12 50.50 $ DRAFTSTATESMAN SITE INFRASTRUCTURE Date: 11/20/2019 F3010 - STRUCTURE DEMOLITION G1010 - SITE CLEARING G1020 - SITE ELEMENTS DEMOLITION G1030 - SITE ELEMENTS RELOCATION G1070 - SITE EARTHWORK G2010 - ROADWAYS G2030 - PEDESTRIAN PLAZAS & WALKWAYS G2050 - ATHLETIC, RECREATION & PLAYFIELDS G2060 - SITE DEVELOPMENT G2080 - LANDSCAPING G3010 - WATER UTILITIES G3020 - SANITARY SEWERAGE UTILITIES G3030 - STORM DRAINAGE UTILITIES G3050 - SITE ENERGY DISTRIBUTION G3060 - SITE FUEL DISTRIBUTION G4010 - SITE ELECTRIC DISTRIBUTION SYSTEMS G4050 - SITE LIGHTING G5010 - SITE COMMUNICATIONS SYSTEMS SUBTOTAL GENERAL REQUIREMENTS & GENERAL CONDITIONS PERMITS & FEES INSURANCE, FEES & MARKUPS CONTINGENCY ESCALATION SUBTOTAL GRAND TOTAL STREET Intersection S-4 10,100 263,000 50,000 111,000 50,000 Total Cost $ - - $ - $ $ - $ - $ $ $ - $ $ $ - $ - - $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 28,137 50,244 59,534 166,355 640,355 474,000 28,440 Unit Cost $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - 46.93 $ 2.82 $ $ - $ 2.79 $ 4.97 5.89 $ $ 16.47 63.40 $ Regrading Works GREEN G-3 360,000 1,600,000 266,000 200,000 - Unit Cost - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ Total Cost $ - $ $ $ - $ - $ $ - $ - $ - $ $ - $ - - $ $ - $ - - $ - $ $ - $ $ $ - $ $ $ $ $ 144,007 257,156 304,704 851,428 3,277,428 2,426,000 145,560 TOTAL COST Project Site - 16.5 Acres 718,740 2,051,000 602,000 402,000 1,600,000 5,896,000 4,197,000 1,250,000 6,608,000 12,202,000 662,000 606,000 35,000 Total Cost $ - $ $ $ $ $ $ $ $ $ $ $ $ $ - $ $ $ $ $ $ $ - $ $ $ $ $ 144,000 360,000 1,935,000 216,000 38,766,000 2,325,960 2,301,150 4,130,796 4,871,200 13,629,106 52,395,106 Unit Cost $ - $ 2.85 0.84 $ $ 0.56 $ 2.23 8.20 $ $ 5.84 $ 1.74 $ 9.19 16.98 $ $ 0.92 $ 0.84 0.05 $ $ - $ 0.20 $ 0.50 2.69 $ $ 0.30 $ 53.94 3.24 $ $ - $ 3.20 $ 5.75 6.78 $ $ 18.96 72.90 $ DRAFTQty UOM U/P C‐1 Congress Intersection Length Section Width Area Length Section Width Area Typical Turn Lane Code Description Curb & Gutter Asphalt Pavement ‐ Typical Asphalt Pavement ‐ Turn Lane Striping Bike Lane Unidentified Strip ‐ Assume Concrete Street Lights / Light Poles ‐ 90' Spacing Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees ‐ 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 lf lf sf lf lf sf lf sf sf sf sf sf ea ls sf ea ea ls sf sf ea lf lf lf lf lf lf lf lf 21,000 22,100.0 22,100.0 ‐ 4.0 1.0 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 18.00 5.45 3.00 0.25 3.00 8.00 5,000.00 4,000,000.00 8.00 2,500.00 3,500.00 100,000.00 10.00 10.00 2,800.00 200.00 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ ‐ $ $ ‐ $ ‐ $ $ $ 250.00 150.00 200.00 100.00 20,000 4,000,000 120,445 5,525 /UOM Extension $ /lf ‐ /sf $ $ /sf ‐ $ /sf $ ‐ /sf /sf ‐ $ $ /ea $ /ls $ ‐ /sf $ ‐ /ea /ea ‐ $ $ ‐ /ls $ ‐ /sf $ ‐ /sf $ ‐ /ea /lf ‐ $ $ ‐ /lf $ ‐ /lf $ ‐ /lf /lf ‐ $ w/District Cooling /lf /lf / / / / / / / / $ ‐ $ ‐ $ ‐ ‐ $ ‐ $ $ ‐ $ ‐ $ ‐ ‐ $ $ ‐ Total $ 4,145,970 Notes Assume Intersection is 45' DRAFTC-2 Congress Improvements Length Section Width Area Length Section Width Area Typical Turn Lane Code Description Curb & Gutter Asphalt Pavement - Typical Asphalt Pavement - Turn Lane Striping Bike Lane Unidentified Strip - Assume Concrete Street Lights / Light Poles - 90' Spacing Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' lf lf sf lf lf sf UOM lf sf sf sf sf sf ea ls sf ea ea ls sf sf ea lf lf lf lf lf lf lf lf 55,700 22,100 Qty 55,700.0 22,100.0 77,800.0 9,600.0 - 14.0 - 20,000.0 4.0 25.0 1.0 - 9,600.0 25.0 - - - - - - - - 18.00 3.00 3.00 0.25 3.00 8.00 5,000.00 500,000.00 8.00 2,500.00 3,500.00 100,000.00 10.00 10.00 2,800.00 200.00 U/P $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ - $ $ $ - $ $ 250.00 150.00 100.00 200.00 70,000 167,100 66,300 19,450 28,800 /UOM Extension /lf /sf /sf /sf /sf /sf /ea /ls /sf /ea /ea /ls /sf /sf /ea /lf /lf /lf /lf /lf $ - $ $ $ $ $ - $ - $ $ $ $ $ $ - $ $ $ - $ - - $ - $ $ - 160,000 10,000 87,500 100,000 96,000 70,000 w/District Cooling /lf /lf / / / / / / / / $ - $ - $ - - $ - $ $ - $ - - $ $ - - $ Total $ 875,150 DRAFTBS-1 BARTON SPRINGS SEGMENT 1 Length Section Width Area Length Section Width Area Typical Turn Lane Code 1,050 56 58,800 150 59 8,850 lf lf sf lf lf sf Code G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Description Curb & Gutter Asphalt Pavement - Typical Asphalt Pavement - Turn Lane Striping Bike Lane Unidentified Strip - Assume Concrete Street Lights / Light Poles - 90' Spacing Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Qty 2,310.0 28,350.0 4,500.0 32,850.0 11,100.0 2,220.0 27.0 1.0 5,550.0 4.0 120.0 1.0 7,200.0 6,660.0 120.0 1,200.0 - - - 1,200.0 1,200.0 1,200.0 1,200.0 UOM lf sf sf sf sf sf ea ls sf ea ea ls sf sf ea lf lf lf lf lf lf lf lf 18.00 3.00 3.00 0.25 3.00 8.00 5,000.00 U/P $ $ $ $ $ $ $ - $ $ 8.00 $ 2,500.00 $ 3,500.00 500,000.00 $ $ 10.00 $ 10.00 2,800.00 $ $ 200.00 $ - $ - $ $ $ - $ $ 250.00 150.00 200.00 100.00 /UOM Extension /lf 41,580 85,050 /sf 13,500 /sf 8,213 /sf /sf 33,300 17,760 /sf /ea 135,000 /ls /sf /ea /ea /ls /sf /sf /ea /lf /lf /lf /lf /lf $ $ $ $ $ $ $ - $ $ $ $ $ $ $ $ $ $ - $ - $ $ 44,400 10,000 420,000 500,000 72,000 66,600 336,000 240,000 240,000 120,000 w/District Cooling 300,000 180,000 /lf /lf / / / / / / / / $ $ $ - - $ - $ $ - $ - - $ $ - - $ Total $ 2,863,403 Notes Assume Intersection is 45' DRAFTBS-2 BARTON SPRINGS SEGMENT 2 Length Section Width Area Length Section Width Area Typical Turn Lane Code Description Curb & Gutter Asphalt Pavement - Typical Asphalt Pavement - Turn Lane Striping Bike Lane Unidentified Strip - Assume Concrete Street Lights / Light Poles - 90' Spacing Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' 445 66 29,370 150 69 10,350 lf lf sf lf lf sf Qty 1,190.0 12,015.0 4,500.0 16,515.0 7,140.0 - 14.0 1.0 14,875.0 2.0 90.0 1.0 - - - - - - - 7,140.0 90.0 595.0 595.0 UOM lf sf sf sf sf sf ea ls sf ea ea ls sf sf ea lf lf lf lf lf lf lf lf 18.00 3.00 3.00 0.25 3.00 8.00 5,000.00 500,000.00 8.00 2,500.00 3,500.00 200,000.00 10.00 10.00 2,800.00 200.00 U/P $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ $ $ - $ $ - $ $ 250.00 150.00 100.00 200.00 three rows /UOM Extension 21,420 /lf 36,045 /sf /sf 13,500 4,129 /sf /sf 21,420 /sf /ea /ls /sf /ea /ea /ls /sf /sf /ea /lf /lf /lf /lf /lf $ $ $ $ $ $ - $ $ $ $ $ $ - $ $ $ $ - $ $ - $ - $ 70,000 500,000 119,000 5,000 315,000 200,000 71,400 252,000 119,000 119,000 w/District Cooling /lf /lf / / / / / / / / - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ Total $ 1,866,914 DRAFTBS‐3 Barton Springs Intersection Length Section Width Area Length Section Width Area Typical Turn Lane Code Description Curb & Gutter Asphalt Pavement ‐ Typical Asphalt Pavement ‐ Turn Lane Striping Bike Lane Unidentified Strip ‐ Assume Concrete Street Lights / Light Poles ‐ 90' Spacing Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees ‐ 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 lf lf sf lf lf sf UOM lf sf sf sf sf sf ea ls sf ea ea ls sf sf ea lf lf lf lf lf lf lf lf 6,500 Qty 6,500.0 6,500.0 ‐ 4.0 1.0 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 18.00 5.75 3.00 0.25 3.00 8.00 5,000.00 1,601,000.00 8.00 2,500.00 3,500.00 100,000.00 10.00 10.00 2,800.00 200.00 U/P $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ ‐ $ $ ‐ $ ‐ $ $ $ 250.00 150.00 100.00 200.00 20,000 1,601,000 37,375 1,625 /UOM Extension $ /lf ‐ /sf $ $ /sf ‐ $ /sf $ ‐ /sf $ /sf ‐ /ea $ $ /ls $ ‐ /sf $ ‐ /ea /ea ‐ $ $ ‐ /ls $ ‐ /sf $ ‐ /sf $ ‐ /ea /lf ‐ $ $ ‐ /lf $ ‐ /lf $ ‐ /lf /lf ‐ $ w/District Cooling /lf /lf / / / / / / / / $ ‐ $ ‐ $ ‐ ‐ $ ‐ $ $ ‐ $ ‐ $ ‐ $ ‐ ‐ $ Notes Assume Intersection is 45' Total $ 1,660,000 DRAFTP-1 Plaza - Great Steps Typical Length Section Width Code Code Area Elevation Change Description Stair Landings Landing Area - Top Landing Area - Mid-1 Landing Area - Mid-2 Landing Area - Bottom Total Stair Landing Area Steps - Top to Mid-1 Steps - Mid 1 to Mid-2 Steps - Mid 2 to Bottom Step Length - Top to Mid-1 Step Length - Mid-1 to Mid-2 Step Length - Mid-2 to Bottome Total Step Length Stair Construction Structural Geofoam Concrete Landings Concrete Stairs Concrete Walls on Sides Pavers on Landings Stair Treads Stairs Risers Stair Nosings Handrails Center Rail Wall Claddings - Stone Wall Claddings - Stone Cap Furnishings Landscaping Water Feature Lighting G2060 G2060 G2060 G2060 G2060 G2060 G2060 G2060 G2060 G2060 G2060 G2060 G2080 G2080 G2080 G4050 Notes Assume Intersection is 45' replaced by S-1 street replaced by S-1 street North side only North side only North side only 225 varies 80' at south end 145' at north end sf 28,300 ft 5 450' at top, 445' at bottom Qty 4.0 1,450.0 4,360.0 5,375.0 4,900.0 16,085.0 4.0 5.0 5.0 90.0 110.0 135.0 1,585.0 UOM ea sf sf sf sf sf riser riser riser lf lf lf lf U/P - $ $ - $ - - $ $ - $ - - $ $ - $ - $ - - $ $ - - $ /UOM Extension /ea /sf /sf /sf /sf /sf /riser /riser /riser /lf /lf /lf /lf - $ $ - $ - - $ $ - $ - - $ $ - $ - $ - - $ $ - - $ 63,675.0 16,085.0 1,585.0 5,850.0 16,805.0 1,585.0 1,585.0 1,585.0 180.0 180.0 3,600.0 550.0 1.0 1.0 1.0 1.0 cf sf lf sf sf lf lf lf lf lf sf lf ea ls $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 5.00 12.00 100.00 25.00 15.00 25.00 25.00 10.00 175.00 250.00 25.00 35.00 200,000.00 175,000.00 500,000.00 200,000.00 /cf /sf /lf /sf /sf /lf /lf /lf /lf /lf /sf /lf /ea /ls / / / Total Cost/SF 318,375 193,020 158,500 146,250 252,075 39,625 39,625 15,850 31,500 45,000 90,000 19,250 200,000 175,000 500,000 200,000 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ $ - - $ $ $ 2,424,070 85.66 Assume 13' Tall, Both Sides, Entire Length 30 lf per set per side of steps, 3 sets of steps 60 lf per set of steps, 3 sets of steps assume 10' drop, treat as triangel shape on both sides, add 3' cap wall on top DRAFTP-2 Plaza Length Section Width Area Description Pavers and Concrete Tapered Insulation Tree Grates Site Furnishings Water Feature Trees Landscaping Lighting Typical Code Code G2030 G2030 G2060 G2060 G2060 G2080 G2080 G4050 Notes Assume Intersection is 45' 52 60 3,100 lf lf sf Qty 2,480.0 2,480.0 6.0 1.0 1.0 6.0 620.0 1.0 UOM sf sf ea ls ls ea sf ls U/P $ $ $ $ $ $ $ $ 40.00 4.00 3,500.00 100,000.00 100,000.00 2,800.00 50.00 100,000.00 80% of area 20% of area /UOM Extension 99,200 /sf 9,920 /sf /ea 21,000 100,000 /ls 100,000 /ls 16,800 /ea /sf 31,000 /ls 100,000 / / / / / / / $ $ $ $ $ $ $ $ - $ - $ - $ - $ - $ - $ - $ Total Cost/SF $ $ 477,920 154.17 DRAFTP-3 Plaza Length Section Width Area Description Pavers and Concrete Tapered Insulation Tree Grates Site Furnishings Water Feature Trees Landscaping Lighting Typical Code Code G2030 G2030 G2060 G2060 G2060 G2080 G2080 G4050 Notes Assume Intersection is 45' 225 15 3,375 lf lf sf Qty 2,700.0 - 10.0 1.0 - 10.0 675.0 1.0 UOM sf sf ea ls ls ea sf ls U/P $ $ $ $ $ $ $ $ 40.00 4.00 3,500.00 50,000.00 100,000.00 2,800.00 25.00 50,000.00 80% of area 20' on center, both sides 20% of area 35,000 50,000 /UOM Extension /sf 108,000 /sf /ea /ls /ls /ea /sf /ls / / / / / / / $ - $ $ $ $ - $ $ $ - $ - $ - $ - $ - $ - $ - $ 28,000 16,875 50,000 Total Cost/SF $ $ 287,875 85.30 DRAFTP-4 Plaza Length Section Width Area Description Pavers and Concrete Tapered Insulation Tree Grates Site Furnishings Water Feature Trees Landscaping Lighting Typical Code Code G2030 G2030 G2060 G2060 G2060 G2080 G2080 G4050 Notes Assume Intersection is 45' 316 44 13,904 lf lf sf Qty 11,123.2 - 24.0 1.0 - 24.0 2,780.8 1.0 UOM sf sf ea ls ls ea sf ls 40.00 4.00 3,500.00 100,000.00 U/P $ $ $ $ $ - $ $ $ 2,800.00 25.00 75,000.00 80% of area 20' on center, both sides 20% of area 84,000 100,000 /UOM Extension /sf 444,928 /sf /ea /ls /ls /ea /sf /ls / / / / / / / $ - $ $ $ $ - $ $ $ - $ - $ - $ - $ - $ - $ - $ 67,200 69,520 75,000 Total Cost/SF $ $ 840,648 60.46 DRAFTP-5 Plaza Length Section Width Area Description Pavers and Concrete Tapered Insulation Tree Grates Site Furnishings Water Feature Trees Landscaping Lighting Typical Code Code G2030 G2030 G2060 G2060 G2060 G2080 G2080 G4050 Notes Assume Intersection is 45' 310 30 9,300 lf lf sf Qty 7,440.0 - 15.0 1.0 - 15.0 1,860.0 1.0 UOM sf sf ea ls ls ea sf ls 40.00 4.00 3,500.00 50,000.00 U/P $ $ $ $ $ - $ $ $ 2,800.00 25.00 50,000.00 80% of area 20' on center, both sides 20% of area 52,500 50,000 /UOM Extension /sf 297,600 /sf /ea /ls /ls /ea /sf /ls / / / / / / / $ - $ $ $ $ - $ $ $ - $ - $ - $ - $ - $ - $ - $ 42,000 46,500 50,000 Total Cost/SF $ $ 538,600 57.91 DRAFTP-6 Plaza Length Section Width Area Description Pavers and Concrete Tapered Insulation Tree Grates Site Furnishings Water Feature Trees Landscaping Lighting Typical Code Code G2030 G2030 G2060 G2060 G2060 G2080 G2080 G4050 Notes Assume Intersection is 45' 110 30 3,300 lf lf sf Qty 2,640.0 - 10.0 1.0 - 10.0 660.0 1.0 UOM sf sf ea ls ls ea sf ls 40.00 4.00 3,500.00 30,000.00 U/P $ $ $ $ $ - $ $ $ 2,800.00 25.00 25,000.00 80% of area 20' on center, both sides 20% of area 35,000 30,000 /UOM Extension /sf 105,600 /sf /ea /ls /ls /ea /sf /ls / / / / / / / $ - $ $ $ $ - $ $ $ - $ - $ - $ - $ - $ - $ - $ 28,000 16,500 25,000 Total Cost/SF $ $ 240,100 72.76 DRAFTLength Section Width Area Typical Code P-7 Plaza - 7 (Grand Pedestrian Walkway) Description Curb & Gutter Street Lights / Light Poles - 90' Spacing Pathway Pavers Outdoor Seating Pavers Signature Walkway ADA Ramps Tree Grates Site Furnishings Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Trench Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2030 G2030 G2030 G2030 G2060 G2060 G2080 G3010 G3010 G3020 G3030 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' 351 46 16,100 lf lf sf 702.0 8.0 2,808.0 4,212.0 8,775.0 2.0 36.0 1.0 36.0 351.0 351.0 351.0 Qty - - - - - 351.0 UOM lf ea sf sf sf ea ea ls ea lf lf lf lf lf lf lf lf lf 18.00 5,000.00 15.00 15.00 15.00 2,500.00 3,500.00 200,000.00 2,800.00 200.00 75.00 200.00 U/P $ $ $ $ $ $ $ $ $ $ $ $ - $ $ $ - $ $ $ 100.00 100.00 250.00 150.00 three rows /UOM Extension 12,636 /lf 40,000 /ea /sf 42,120 63,180 /sf 131,625 /sf /ea 5,000 126,000 /ea 200,000 /ls 100,800 /ea /lf 70,200 26,325 /lf /lf 70,200 /lf /lf /lf $ $ $ $ $ $ $ $ $ $ $ $ - $ $ - $ 35,100 w/District Cooling /lf /lf / / / / / / / / - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ Total Cost/SF $ $ 923,186 57.34 DRAFTS-1 Internal Street Segment 1 Length Section Width Area Typical Code Description Curb & Gutter Asphalt Pavement - Typical Striping Bike Lane Street Lights / Light Poles - 90' Spacing Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' 238 66 15,700 lf lf sf Qty 476.0 6,426.0 6,426.0 2,856.0 6.0 - 5,950.0 2.0 24.0 1.0 - - - - 2,856.0 24.0 238.0 238.0 238.0 238.0 238.0 UOM lf sf sf sf ea ls sf ea ea ls sf sf ea lf lf lf lf lf lf lf lf three rows 18.00 3.00 0.25 3.00 5,000.00 500,000.00 8.00 2,500.00 3,500.00 200,000.00 10.00 10.00 2,800.00 200.00 U/P $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ $ - $ $ - $ $ 250.00 150.00 100.00 200.00 /UOM Extension 8,568 /lf 19,278 /sf /sf 1,607 8,568 /sf /ea 30,000 /ls /sf /ea /ea /ls /sf /sf /ea /lf /lf /lf /lf /lf $ $ $ $ $ - $ $ $ $ $ $ - $ $ $ $ - $ $ - $ 47,600 5,000 84,000 200,000 28,560 67,200 47,600 47,600 23,800 w/District Cooling 59,500 35,700 /lf /lf / / / / / / / / $ $ - $ - $ - $ - $ - $ - $ - $ - $ Total $ 714,581 DRAFTS2 Int 1 S2 Intersection 1 Length Section Width Area Typical Code Description Curb & Gutter Roadway Pavers Street Lights / Light Poles - 90' Spacing Bike Lane Pathway Pavers - North Side Only Outdoor Seating Pavers ADA Ramps Tree Grates Site Furnishings Trees - 20' Spacing Landscape Strip 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2030 G2030 G2030 G2060 G2060 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' replaced by S-1 street North side only North side only North side only 66 67 4,400 lf lf sf 66.0 729.0 792.0 396.0 Qty - - 2.0 3.0 1.0 3.0 396.0 66.0 66.0 66.0 - - - - - UOM lf sf ea sf sf sf ea ea ls ea sf lf lf lf lf lf lf lf lf 18.00 15.00 5,000.00 3.00 15.00 15.00 2,500.00 3,500.00 25,000.00 2,800.00 10.00 200.00 75.00 200.00 U/P $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ - $ $ $ 250.00 150.00 100.00 2,376 5,940 /UOM Extension 1,188 /lf /sf 10,935 /ea /sf /sf /sf /ea /ea /ls /ea /sf /lf /lf /lf /lf /lf $ $ - $ $ $ $ - $ $ $ $ $ $ $ $ - $ - $ 5,000 10,500 25,000 8,400 3,960 13,200 4,950 13,200 w/District Cooling /lf /lf / / / / / / / / - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ Total Cost/SF $ $ 104,649 23.78 DRAFTS2 S2 Laneway (Decorative Street) Cross Section similar to BS-2 Extension Length Section Width Area Description Curb & Gutter Street Lights / Light Poles - 90' Spacing Bike Lane Roadway Pavers Pathway Pavers Outdoor Seating Pavers ADA Ramps Tree Grates Site Furnishings Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Typical Code Code G2010 G2010 G2010 G2010 G2030 G2030 G2030 G2060 G2060 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' 266 66 17,600 lf lf sf 532.0 6.0 3,192.0 7,182.0 1,596.0 3,192.0 2.0 27.0 1.0 27.0 266.0 266.0 266.0 Qty - - - - - UOM lf ea sf sf sf sf ea ea ls ea lf lf lf lf lf lf lf lf 18.00 5,000.00 3.00 15.00 15.00 15.00 2,500.00 3,500.00 200,000.00 2,800.00 200.00 75.00 200.00 U/P $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ - $ $ $ 250.00 150.00 100.00 three rows /UOM Extension 9,576 /lf 30,000 /ea /sf 9,576 107,730 /sf 23,940 /sf /sf 47,880 5,000 /ea 94,500 /ea 200,000 /ls /ea 75,600 53,200 /lf 19,950 /lf /lf 53,200 /lf /lf $ $ $ $ $ $ $ $ $ $ $ $ $ - $ - $ w/District Cooling /lf /lf / / / / / / / / - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ Total Cost/SF $ $ 730,152 41.49 DRAFTS2 S2 Intersection 2 Length Section Width Area Typical Code Description Curb & Gutter Roadway Pavers Street Lights / Light Poles - 90' Spacing Bike Lane Pathway Pavers - North Side Only Outdoor Seating Pavers ADA Ramps Tree Grates Site Furnishings Trees - 20' Spacing Landscape Strip 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2030 G2030 G2030 G2060 G2060 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' replaced by S-1 street North side only North side only North side only 66 65 4,300 lf lf sf 66.0 729.0 792.0 396.0 Qty - - 2.0 3.0 1.0 3.0 396.0 66.0 66.0 66.0 - - - - - UOM lf sf ea sf sf sf ea ea ls ea sf lf lf lf lf lf lf lf lf 18.00 15.00 5,000.00 3.00 15.00 15.00 2,500.00 3,500.00 25,000.00 2,800.00 10.00 200.00 75.00 200.00 U/P $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ - $ $ $ 250.00 150.00 100.00 2,376 5,940 /UOM Extension 1,188 /lf /sf 10,935 /ea /sf /sf /sf /ea /ea /ls /ea /sf /lf /lf /lf /lf /lf $ $ - $ $ $ $ - $ $ $ $ $ $ $ $ - $ - $ 5,000 10,500 25,000 8,400 3,960 13,200 4,950 13,200 w/District Cooling /lf /lf / / / / / / / / - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ Total Cost/SF $ $ 104,649 24.34 DRAFTS-3 Internal Street Segment 3 Length Section Width Area Typical Code Description Curb & Gutter Asphalt Pavement - Typical Striping Bike Lane Street Lights / Light Poles - 90' Spacing Unidentified Strip - Assume Concrete Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' 248 66 16,400 lf lf sf 496.0 6,696.0 6,696.0 2,976.0 6.0 496.0 Qty - - 3,720.0 2.0 25.0 1.0 1,488.0 2,856.0 25.0 248.0 248.0 248.0 - - - UOM lf sf sf sf ea sf ls sf ea ea ls sf sf ea lf lf lf lf 0 lf lf lf lf 18.00 3.00 0.25 3.00 5,000.00 8.00 500,000.00 8.00 2,500.00 3,500.00 200,000.00 10.00 10.00 2,800.00 200.00 U/P $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ $ $ - $ - $ $ $ 250.00 150.00 200.00 100.00 three rows 29,760 5,000 87,500 200,000 14,880 28,560 70,000 49,600 /UOM Extension 8,928 /lf 20,088 /sf /sf 1,674 8,928 /sf 30,000 /ea /sf 3,968 /ls /sf /ea /ea /ls /sf /sf /ea /lf /lf /lf /lf /lf /lf /lf /lf / / / / / / / / $ $ $ $ $ $ $ - $ $ $ $ $ $ $ $ - $ $ - $ - under S-1 $ N/A under S-1 under S-1 - $ - $ under S-1 - $ - $ - $ - $ - $ - $ - $ - $ 49,600 Total $ 608,486 DRAFTS4 S4 Laneway (Decorative Street) Length Section Width Area Typical Code Description Curb & Gutter Street Lights / Light Poles - 90' Spacing Bike Lane Roadway Pavers Pathway Pavers Outdoor Seating Pavers ADA Ramps Tree Grates Site Furnishings Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2030 G2030 G2030 G2060 G2060 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' 170 60 10,200 lf lf sf Qty 340.0 6.0 2,040.0 4,590.0 1,020.0 2,040.0 2.0 18.0 1.0 18.0 - - - - - - - UOM lf ea sf sf sf sf ea ea ls ea lf lf lf lf lf lf lf lf 18.00 5,000.00 3.00 15.00 15.00 15.00 2,500.00 3,500.00 200,000.00 2,800.00 200.00 75.00 200.00 U/P $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ $ - $ $ 250.00 150.00 100.00 /UOM Extension /lf 6,120 30,000 /ea 6,120 /sf /sf 68,850 15,300 /sf 30,600 /sf 5,000 /ea /ea 63,000 200,000 /ls /ea 50,400 /lf /lf /lf /lf /lf $ $ $ $ $ $ $ $ $ $ - $ $ - $ - $ - - $ w/District Cooling /lf /lf / / / / / / / / $ - - $ $ - $ - - $ - $ $ - $ - - $ $ - Total Cost/SF $ $ 475,390 46.61 DRAFTCode Code Qty UOM U/P /UOM Extension G-3 Regrading Works Description Tree Removal 320000 Parcel 1 320000 Parcel 2 320000 Parcel 3 320000 Parcel 4 320000 BS-1 320000 BS-2 320000 Segment 2 320000 Lakefront Park Protected Tree Removal 320000 Parcel 4 320000 BS-1 Clear & Grubb Site 320000 Main Site Demolition Parking Lot Demolition Grading, Cut & Fill Park BS-2 S-3 Main Site Park BS-2 S-3 G2080 G2080 G2080 G2080 G2080 G2080 G2080 G2080 G2080 G2080 G1010 G1010 G1010 G1010 G1030 G1070 G1070 G1070 G1070 8.0 1.0 2.0 23.0 27.0 - 1.0 ea ea ea ea ea ea ea $ $ $ $ $ $ $ 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 /ea /ea /ea /ea /ea /ea /ea 40,000 5,000 10,000 115,000 135,000 $ $ $ $ $ $ - $ 5,000 w/ G-1 2.0 8.0 ea ea $ $ 5,000.00 5,000.00 /ea /ea $ $ 10,000 40,000 465,000.0 292,000.0 42,000.0 sf sf sf $ $ $ 0.25 0.50 0.10 /sf /sf /sf $ $ $ 116,250 146,000 4,200 Excluded 200,000.0 sf $ 1.00 /sf $ 200,000 465,000.0 292,000.0 42,000.0 sf sf sf $ $ $ 2.00 2.00 2.00 /sf /sf /sf $ $ $ 930,000 584,000 84,000 Excluded $ - - $ / / Total $ 2,424,450 DRAFTSouth Central Waterfront Advisory Board Meeting March 16, 2020 Agenda Item 2.b. - Consultant’s Report & Review of 305 S Congress PUD Application Infrastructure Costs South Central Waterfront 2.b.i. Cost Estimates Packet for Site Improvements from Endeavor Real Estate Group 5. Below-Grade Parking Cost Spreadsheet Updated: March 12, 2020 CONTENTS WHAT’S NEW 2.b.i. Cost Estimates Packet for Site Improvements from Endeavor Real Estate Group Applicant provided cost estimates for the PUD-proposed site improvements 5: Below-Grade Parking Cost Spreadsheet (prepared by Endeavor consultant: DPR Construction) DRAFTATTACHMENT 5 ATTACHMENT 5 STATESMAN SITE INFRASTRUCTURE Date: 10/12/2018 BELOW GRADE PARKING - OPTION IV - TOTAL FOR ALL THREE PHASES Code A1020 A2010 A4010 A4040 A9010 A9020 A9030 B1010 B1080 B3040 C1010 C1090 D1010 D2010 D3010 D4010 D5010 E1010 Z1050 System Foundations Sugrade Enclosures Slab-on-Grade Pits & Bases Excavation Construction Dewatering Excavation Support Floor Construction Stairs Traffic Bearing Horizontal Enclosures Interior Construction Interior Specialties & Striping Conveying Plumbing Mechanical Fire Sprinklers Electrical Vehicle Equipment Tower Cranes Subtotal General Requirements/General Conditions Permits & Fees Insurances and Fee Contingency Escalation 5% per Annum, Two Years Subtotal GRAND TOTAL Quantity 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 408,000.0 6.0% 0.0% 5.6% 10.0% 10.3% UOM Unit Price sf sf sf sf sf sf sf sf sf sf sf sf sf sf sf sf sf sf sf $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 16.78 16.54 8.85 4.29 20.43 7.35 12.60 121.36 1.79 10.54 7.88 3.49 5.29 6.00 12.00 7.50 9.00 26.68 12.50 /UOM /sf /sf /sf /sf /sf /sf /sf /sf /sf /sf /sf /sf /sf /sf /sf /sf /sf /sf /sf Area Stalls Efficiency $/SF $/Stall BELOW GRADE PARKING - PHASE I Code A1020 A2010 A2010 A2010 A2010 A4010 A4010 A4040 A9010 A9010 A9020 A9030 A9030 B1010 B1010 B1010 B1010 B1010 B1010 B1010 B1080 B3040 B3040 B3040 B3040 C1010 C1090 C1090 D1010 System Foundations Basement Walls - B2 and B3 Basement Walls - B1 Basement Wall Waterproofing - B2and B3 Basement Wall Waterproofing - B1 Slab-on-Grade Base Rock under SOG Pits Excavation & Offhaul - B2 and B3 Excavation & Offhaul - B1 Construction Dewatering Shoring - B2 and B3 Shoring - B1 Elevated Decks - Level B1 and B2 Elevated Decks - Podium Increased Height Garage Entry/Exit Ramp Construction Columns Shearwalls Misc Metals Stairs Underslab Spray Insulation Roofing/ Waterproofing of Garage Lid 3' Thick Structural Foam at Street Sections Protection/Topping Slab Interior Construction Striping Specialties Conveying Quantity 769,600.0 33,155.0 25,302.5 33,155.0 25,302.5 192,400.0 8,907.4 30.0 135,392.6 103,325.9 12.0 33,155.0 25,302.5 384,800.0 192,400.0 447.0 4.0 1,282.7 20,100.0 577,200.0 24.0 75,000.0 65,900.0 UOM Unit Price sf sf sf sf sf sf tn ea cy cy mo csf csf sf sf ea ea ea sf sf flt sf sf 4.20 37.00 35.00 8.50 8.00 7.00 40.00 25,000.00 16.50 16.00 100,000.00 42.00 40.00 22.00 42.00 1,362.00 50,000.00 2,500.00 45.00 2.00 13,500.00 6.00 8.00 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ /UOM /sf /sf /sf /sf /sf /sf /tn /ea /cy /cy /mo /csf /csf /sf /sf /ea /ea /ea /sf /sf /flt /sf /sf 131,800.0 577,200.0 1,443.0 577,200.0 36.0 sf sf stall sf stp $ $ $ $ $ 8.00 3.00 65.00 1.00 30,000.00 /sf /sf /stall /sf /stp Ext 6,846,327 6,748,448 3,611,556 1,750,000 8,337,143 3,000,000 5,141,495 49,515,617 729,000 4,300,400 3,215,400 1,422,900 2,160,000 2,448,000 4,896,000 3,060,000 3,672,000 10,887,090 5,100,000 126,841,374 7,610,482 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 7,529,304 14,198,116 16,008,376 45,346,278 172,187,652 816,000 2,775 294 211.01 62,050 $ $ - Ext 3,224,247 1,226,735 885,588 281,818 202,420 1,346,800 356,296 750,000 2,233,978 1,653,215 1,200,000 1,392,510 1,012,100 8,465,600 8,080,800 608,814 200,000 3,206,667 904,500 1,154,400 324,000 450,000 527,200 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 1,054,400 1,731,600 93,795 577,200 1,080,000 - Parking Design Two Below Grade Levels Level B2 Elevation: 428'-0" Level B1 Elevation: 435'-6" Ground Level Elevation: 450'-0" Car Stackers on Level 1 Only finished height is 8.5'; includes 1' for overex to top of footing and 12" of drain rock Control Dimensions - Phase I Parking Level B2and B3 Length Width Height Perimeter Floor Area Wall Area Length Width Height Perimeter Floor Area Wall Area Level B1 lf lf lf lf sf sf lf lf lf lf sf sf 9.5 1,745.0 192,400.0 16,577.5 14.5 1,745.0 192,400.0 25,302.5 Parking Counts Phase 1 Area Phase 2 Area Phase 3 Area Total Stalls Efficiency 577,200 304,400 126,800 1,008,400 1443 1019 417 2879 350.32 assume 75 stall lost to get total count between 2600 and 2900 assume 100 stall lost to get total count between 2600 and 2900 assume 50 stall lost to get total count between 2600 and 2900 assume 12" layer required 10 elevators per building assume 160' ramp, 4 total, 30' wide 200 lf per building, 3 buildings 2 per building, 3 buildings; 2 stairs direct access to pedestrian walkway 25ksf per building amortorize 50% of prior calculation with streets amortorize 50% of prior calculation 4 stps per building, 3 buildings; 4 dedicated elevators (2 bank) between B2, B1 and pedestrain park, 3 stps per elevator DRAFTD2010 D3010 D4010 D5010 E1010 E1010 E1010 Z1050 Plumbing Mechanical Fire Sprinklers Electrical Parking Controls Parking Management Car Stackers Tower Crane Subtotal General Requirements/General Conditions Permits & Fees Insurances and Fee Contingency Escalation 5% per Annum, Two Years Subtotal GRAND TOTAL 577,200.0 577,200.0 577,200.0 577,200.0 1.0 996.0 447.0 25.0 sf sf sf sf ls ea ea mo $ $ $ $ $ $ $ $ 2.00 4.00 2.50 3.00 250,000.00 417.00 10,000.00 85,000.00 /sf /sf /sf /sf /ls /ea /ea /mo 6.0% 0.0% 5.6% 10.0% 10.3% 5 cranes, 5 months per crane 1,154,400 2,308,800 1,443,000 1,731,600 250,000 415,332 4,470,000 2,125,000 58,122,814 3,487,369 $ $ $ $ $ $ $ $ $ $ $ - $ $ $ $ $ $ $ 3,450,170 6,506,035 7,335,555 20,779,129 78,901,943 577,200 1,443 400 136.70 54,679 Ext 2,556,960 1,096,680 764,400 423,130 118,720 100,000 1,065,400 281,852 750,000 1,767,211 1,262,696 900,000 845,880 593,600 100,000 6,696,800 6,392,400 189,318 200,000 3,805,000 594,000 913,200 243,000 450,000 527,200 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ $ $ $ $ 527,200 913,200 74,198 456,600 630,000 913,200 1,826,400 1,141,500 1,369,800 250,000 377,271 3,400,000 1,700,000 46,216,816 2,773,009 2,743,430 5,173,325 5,832,924 16,522,689 62,739,505 456,600 1,142 BELOW GRADE PARKING - PHASE II Code A1020 A2010 A2010 A2010 A2010 A2010 A4010 A4010 A4040 A9010 A9010 A9020 A9030 A9030 A9030 B1010 B1010 B1010 B1010 B1010 B1010 B1010 B1080 B3040 B3040 B3040 B3040 C1010 C1090 C1090 D1010 D2010 D3010 D4010 D5010 E1010 E1010 E1010 Z1050 System Foundations Basement Walls - B2and B3 Basement Walls - B1 Basement Wall Waterproofing - B2 and B3 Basement Wall Waterproofing - B1 Punch Walls into Phase 1 Slab-on-Grade Base Rock under SOG Pits Excavation & Offhaul - B2 and B3 Excavation & Offhaul - B1 Construction Dewatering Shoring - B2 and B3 Shoring - B1 Remove Shorting, East Wall of Phase I Elevated Decks - Level B1 and B2 Elevated Decks - Podium Increased Height Garage Entry/Exit Ramp Construction Columns Shearwalls Misc Metals Stairs Underslab Spray Insulation Roofing/ Waterproofing of Garage Lid 3' Thick Structural Foam at Street Sections Protection/Topping Slab Interior Construction Striping Specialties Conveying Plumbing Mechanical Fire Sprinklers Electrical Parking Controls Parking Management Car Stackers Tower Crane Subtotal General Requirements/General Conditions Permits & Fees Insurances and Fee Contingency Escalation 5% per Annum, Two Years Subtotal GRAND TOTAL Area Stalls Efficiency $/SF $/Stall Quantity 608,800.0 29,640.0 21,840.0 49,780.0 14,840.0 1.0 152,200.0 7,046.3 30.0 107,103.7 78,918.5 12.0 20,140.0 14,840.0 1.0 304,400.0 152,200.0 139.0 4.0 1,522.0 13,200.0 456,600.0 18.0 75,000.0 65,900.0 65,900.0 304,400.0 1,141.5 456,600.0 21.0 456,600.0 456,600.0 456,600.0 456,600.0 1.0 801.0 340.0 20.0 UOM Unit Price sf sf sf sf sf ls sf tn ea cy cy mo csf csf ls sf sf ea ea ea sf sf flt sf sf 4.20 37.00 35.00 8.50 8.00 100,000.00 7.00 40.00 25,000.00 16.50 16.00 75,000.00 42.00 40.00 100,000.00 22.00 42.00 1,362.00 50,000.00 2,500.00 45.00 2.00 13,500.00 6.00 8.00 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ /UOM /sf /sf /sf /sf /sf /ls /sf /tn /ea /cy /cy /mo /csf /csf /ls /sf /sf /ea /ea /ea /sf /sf /flt /sf /sf sf sf stall sf stp sf sf sf sf ls ea ea mo $ $ $ $ $ $ $ $ $ $ $ $ $ 8.00 3.00 65.00 1.00 30,000.00 2.00 4.00 2.50 3.00 250,000.00 471.00 10,000.00 85,000.00 /sf /sf /stall /sf /stp /sf /sf /sf /sf /ls /ea /ea /mo 6.0% 0.0% 5.6% 10.0% 10.3% Area Stalls assume structural that PH I wall cannot be shared assume structural that PH I wall cannot be shared remove 500lf on west side next to PH I remove 500lf on west side next to PH I assume 12" layer required assume 10 per building remove 500lf on west side next to PH I remove 500lf on west side next to PH I assume 160' ramp, 2 total, 30' wide 200 lf per building, 2 buildings 2 per building, 2 buildings; 2 stairs direct access to pedestrian walkway 25ksf floor plate per building amortorize 50% of prior calculation with streets amortorize 50% of prior calculation 4 cranes, 5 months per crane 4 stps per building, 2 buildings; 2 dedicated elevators (1 bank) between B2, B1 and pedestrain park, 3 stps per elevator finished height is 8.67'; includes 1' for overex to top of footing and 12" of drain rock Control Dimensions - Phase II Parking Level B2 lf lf lf lf sf sf lf lf lf lf sf sf 9.5 1,560.0 152,200.0 14,820.0 14.0 1,560.0 152,200.0 21,840.0 Length Width Height Perimeter Floor Area Wall Area Length Width Height Perimeter Floor Area Wall Area Level B1 Parking Counts Parking Counts Phase 1 Area Phase 2 Area Phase 3 Area Total Stalls Efficiency 384,800 456,600 126,800 968,200 1340 1142 417 2898 334.15 assume 75 stall lost to get total count between 2600 and 2900 assume 100 stall lost to get total count between 2600 and 2900 assume 50 stall lost to get total count between 2600 and 2900 DRAFTBELOW GRADE PARKING - PHASE III Code A1020 A2010 A2010 A2010 A2010 A2010 A4010 A4010 A4040 A9010 A9010 A9020 A9030 A9030 A9030 B1010 B1010 B1010 B1010 B1010 B1010 B1010 B1080 B3040 B3040 B3040 B3040 C1010 C1090 C1090 D1010 D2010 D3010 D4010 D5010 E1010 E1010 E1010 Z1050 System Foundations Basement Walls - B2 and B3 Basement Walls - B1 Basement Wall Waterproofing - B2 and B3 Basement Wall Waterproofing - B1 Punch Walls into Phase II Slab-on-Grade Base Rock under SOG Pits Excavation & Offhaul - B2 and B3 Excavation & Offhaul - B1 Construction Dewatering Shoring - B2 and B3 Shoring - B1 Remove Shorting, East Wall of Phase II Elevated Decks - Level B1 and B2 Elevated Decks - Podium Increased Height Garage Entry/Exit Ramp Construction Columns Shearwalls Misc Metals Stairs Underslab Spray Insulation Roofing/ Waterproofing of Garage Lid 3' Thick Structural Foam at Street Sections Protection/Topping Slab Interior Construction Striping Specialties Conveying Plumbing Mechanical Fire Sprinklers Electrical Parking Controls Parking Management Car Stackers Tower Crane Subtotal General Requirements/General Conditions Permits & Fees Insurances and Fee Contingency Escalation 5% per Annum, Two Years Subtotal GRAND TOTAL Efficiency $/SF $/Stall $ $ 400 137.41 54,962 Quantity 253,600.0 19,475.0 14,350.0 34,105.0 10,780.0 1.0 63,400.0 2,935.2 10.0 22,307.4 65,748.1 12.0 17,052.5 10,780.0 1.0 126,800.0 63,400.0 139.0 4.0 634.0 6,600.0 190,200.0 12.0 25,000.0 38,400.0 38,400.0 190,200.0 475.5 190,200.0 15.0 190,200.0 190,200.0 190,200.0 190,200.0 1.0 334.5 141.0 15.0 UOM Unit Price sf sf sf sf sf ls sf tn ea cy cy mo csf csf ls sf sf ea ea ea sf sf flt sf sf $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 4.20 37.00 35.00 8.50 8.00 50,000.00 7.00 40.00 25,000.00 16.50 16.00 75,000.00 42.00 40.00 50,000.00 22.00 42.00 1,362.00 50,000.00 2,500.00 45.00 2.00 13,500.00 6.00 8.00 /UOM /sf /sf /sf /sf /sf /ls /sf /tn /ea /cy /cy /mo /csf /csf /ls /sf /sf /ea /ea /ea /sf /sf /flt /sf /sf sf sf stall sf stp sf sf sf sf ls ea ea mo $ $ $ $ $ $ $ $ $ $ $ $ $ 8.00 3.00 65.00 1.00 30,000.00 2.00 4.00 2.50 3.00 175,000.00 417.00 10,000.00 85,000.00 /sf /sf /stall /sf /stp /sf /sf /sf /sf /ls /ea /ea /mo 6.0% 0.0% 5.6% 10.0% 10.3% Area Stalls Efficiency $/SF $/Stall Ext 1,065,120 720,575 502,250 289,893 86,240 50,000 443,800 117,407 250,000 368,072 1,051,970 900,000 716,205 431,200 50,000 2,789,600 2,662,800 189,318 200,000 1,585,000 297,000 380,400 162,000 150,000 307,200 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ $ $ $ $ $ $ 307,200 570,600 30,908 190,200 450,000 380,400 760,800 475,500 570,600 175,000 139,487 1,410,000 1,275,000 22,501,745 1,350,105 1,335,704 2,518,755 2,839,897 8,044,460 30,546,205 190,200 476 400 160.60 64,240 assume structural that PH II wall cannot be shared assume structural that PH II wall cannot be shared remove 255 lf for the west side already in place remove 255 lf for the west side already in place assume 12" layer required 10 ea/bldg; 1 building remove 255 lf for the west side already in place remove 255 lf for the west side already in place assume 160' ramp, 1 total, 30' wide 200 lf per building 2 per building, 1 buildings; 2 stairs direct access to pedestrian walkway 25ksf is building footprint with streets 3 cranes for 5 months per 4 stps per building, 1 buildings; 2 dedicated elevators (1 bank) between B2, B1 and pedestrain park, 3 stps per elevator finished height is 8.67'; includes 1' for overex to top of footing and 12" of drain rock Control Dimensions - Phase III Parking Level B2 lf lf lf lf sf sf lf lf lf lf sf sf 9.5 1,025.0 63,400.0 9,737.5 14.0 1,025.0 63,400.0 14,350.0 Length Width Height Perimeter Floor Area Wall Area Length Width Height Perimeter Floor Area Wall Area Level B1 Parking Counts Parking Counts Phase 1 Area Phase 2 Area Phase 3 Area Total Stalls Efficiency 384,800 304,400 190,200 879,400 1340 1019 476 2834 310.30 assume 75 stall lost to get total count between 2600 and 2900 assume 100 stall lost to get total count between 2600 and 2900 assume 50 stall lost to get total count between 2600 and 2900 DRAFTSouth Central Waterfront Advisory Board Meeting March 16, 2020 Agenda Item 2.b. - Consultant’s Report & Review of 305 S Congress PUD Application Infrastructure Costs South Central Waterfront 2.b.ii. City Of Austin Review & Adjustments Of Cost Estimates For Site Improvements As Submitted By Endeavor Real Estate Group 1. MEMO: Review of Cost Estimates Updated: March 12, 2020 CONTENTS WHAT’S NEW 2.b.ii. City Of Austin Review & Adjustments Of Cost Consultant review of item 2.b.i. Estimates For Site Improvements As Submitted By Endeavor Real Estate Group 1: MEMO: Review of Cost Estimates submitted by Applicant for 305 S. Congress PUD (prepared by Project Cost Resources, consultants to CoA/PAZ) DRAFTCITY OF AUSTIN REVIEW & ADJUSTMENTS OF COST ESTIMATES FOR SITE IMPROVEMENTS AS SUBMITTED BY ENDEAVOR REAL ESTATE GROUP The Endeavor Real Estate Group and their consultant team submitted Cost Estimates for Site Improvements associated with their proposed PUD. [See separate packet: COST ESTIMATES PACKET FOR SITE IMPROVEMENTS FROM ENDEAVOR REAL ESTATE GROUP] This packet includes two documents associated with the City of Austin’s review of the Cost Estimates as submitted by the Endeavor Real Estate Group: Attachment 1: MEMO: Review of Cost Estimates submitted by Applicant for 305 S. Congress PUD Attachment 2: Adjusted Direct Costs for 305 S. Congress PUD (prepared by CoA/PAZ staff, based on Project Cost Resources memo) (prepared by Project Cost Resources, consultants to CoA/PAZ) DRAFT Project Cost Resources 410 West Grand Parkway South, Suite 390 Katy, Texas 77494 MEMORANDUM To: City of Austin Planning and Zoning Department, Attn: Alan Holt From: Project Cost Resources, Inc. (Greg Edwards) Greg Edwards Date: February 13, 2020 Re: Review of Cost Estimate submitted by Applicant for 305 S. Congress PUD At the request of the City of Austin, Planning & Zoning Department, the Applicant team for the 305 S. Congress Planned Unit Development (PUD) amendment submission provided cost estimates for proposed Site Improvements, including Parkland, Plazas, Streets and Streetscapes (improvements to existing and newly proposed), and the Underground Parking, as well as site preparation and utilities infrastructure. The Applicant submitted the following documents in support of their cost estimates: Attachment 1: Infrastructure Improvements (DRAFT) - Key Map Attachment 2: Waterfront Park Concept Map Attachment 3: Waterfront Park Cost Estimates Table Attachment 4: Site Infrastructure - Program Cost Metrics Spreadsheet Attachment 5: Below-Grade Parking Cost Spreadsheet As part of a consultant contract with the City of Austin Planning & Zoning Department, PCR has completed an independent review and evaluation of the Applicant’s cost estimates submissions. In this memo, PCR offers an assessment on whether the cost estimates provided by the Applicant are in alignment with current market conditions and highlights where our assessment differs from the Applicant’s submission. Throughout this memo, reviews assess cost estimates according to Hard Costs, Indirect Costs and Grand Total Costs. Definitions for the purposes of this memo include: Hard Costs – labor and material for direct construction costs Indirect Costs – markups by the contractor for general conditions, general requirements, contractor contingencies, insurances, performance & payment bonds and fee. Soft Costs - includes fees for consultants including architecture, landscape architecture, engineering, legal, material testing, regulatory fees and other consultants. These costs are typically assigned by the Owner and are not specifically under the purview of a construction cost consultant. For purposes of this memo, Soft Costs are assumed to be 20%. Grand Total Costs – the sum of hard costs, indirect costs and soft costs. Page 1 of 11 DRAFT Waterfront Park – Hard Costs, Indirect Costs, & Grand Total Costs The 305 S. Congress PUD proposes an Open Space plan that consists of a 7.02-acre Waterfront Park (G-1 on Attachment 1) and is complemented with an additional 1.77 acres of Plaza Areas (P-1 through P-7 on Attachment 1). To provide additional detail on the cost estimations associated with Waterfront Park, the Applicant provided a Waterfront Park Concept Map (Attachment 2) and an accompanying Waterfront Park Cost Estimates table (Attachment 3). Attachments 2 and 3 were generated by the Applicant’s consultant, CMG Landscape Architecture. Generally, the landscaped areas, such as lawns, esplanade, waterfront trail, water quality ponds, and natural areas, are priced with unit costs. Park amenities, such as a bat viewing feature, water theater, pier, boardwalk, kayak launch area, picnic and play areas, fitness pavilion, and showers and restrooms, have generally been priced individually. Waterfront Park ● Hard Cost: CMG Landscape Architecture estimate: $26,541,191 ○ PCR is of the opinion that the Waterfront Park Hard Costs estimate appears to be reasonable except for the following: ■ Heritage tree relocation is included at a unit cost of $115,000 – our opinion is that this should be more in the $75,000 range. ■ The Lighting & Electrical line item is included as an allowance of $3,000,000. PCR suggest increasing this allowance to $7,500,000 ■ The Power and AV line item is included as an allowance of $450,000. PCR suggests increasing this allowance to $4,500,000 ■ There are no general costs included for Wet Site Utilities / Connections or Drainage. PCR suggests including an allowance for these items of around $3,000,000. ● Indirect Cost: CMG Landscape Architecture estimate: $5,127,861 ○ PCR is of the opinion that the Waterfront Park Indirect Costs estimate appears to be reasonable. ● Grand Total: CMG Landscape Architecture estimate: $42,520,434 ○ Based on PCR review of the Hard Costs and Indirect Costs, and assuming the Development Fee @ 3% ($1,238,459), the Grand Total Cost estimate appears to be low primarily due to the Lighting, Electrical, Power and AV allowances and the Underground Utility allowance recommended above. Plazas & Streets – Indirect Costs The Applicant provided cost estimates for the collection of proposed Plazas and Streets/Streetscapes which were generated by their consultant, DPR Construction (see Attachment 4). The Hard Costs associated each of the proposed Plazas and proposed Page 2 of 11 DRAFT segment of Street improvement/construction are individually itemized. All estimated Hard Costs are augmented with consistent Indirect Cost assumptions. The Indirect Cost assumptions are assumed for all Plazas and Streets are as follows: - General Requirements & General Conditions: - - Contingency: - Escalation @ 5% per annum for 2 years Insurance, Fees, & Markups: 6.0% 6.0% 10.6% 10.3% PCR is of the opinion that the Indirect Costs assumptions appear low. At this stage of estimation, we would suggest a contingency of 20%. Also, the DPR Construction assumptions do not appear to consider consultant fees (i.e., “soft costs” as defined on page 1 of this memo). We defer to the City’s suggestion of using 20% of Direct Costs to cover these “soft costs”. Plazas – Hard Costs & Grand Total Costs Seven (7) Plaza Areas, totaling 1.77 acres, complements the Waterfront Park to complete the Open Space plan (Attachment 1). Cost estimates for these Plazas are contained in the Site Infrastructure Program Cost Metrics Spreadsheet (Attachment 4). Attachment 4 was generated by the Applicant’s consultant, DPR Construction. DPR Construction notes that prices are based on recent cost for projects located in the City of Austin CBD. The DPR spreadsheet breaks all costs into Hard Costs, Indirect Costs1, and Grand Total (Hard + Indirect Costs). Plaza 1 ● Hard Cost: DPR Construction estimate = $2,424,070 (rounded to $2,425,000.) ○ PCR is of the opinion that the Plaza 1 Hard Costs estimate appears low. ■ Handrails are included at a unit cost of $175.00/lf. PCR’s opinion is that these should be more in the $275.00/lf range. ■ Stone wall cladding is included at a unit cost of $25.00/sf. PCR’s opinion is that this should be more in the $35.00/sf range. ■ Stone caps are included at a unit cost of $35.00/sf. PCR’s opinion is that this should be more in the $45.00/sf range. ■ There is no consideration for underground utility conflicts or re-routing. PCR suggests including an allowance for this work of $100,000. ● Grand Total: DPR Construction estimate = $3,276.077 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for Plaza 1 appears low for the reasons outlined above and the contingency percentage and lack of accounting for soft costs. 1 DPR Construction Indirect Costs includes: Taxes, insurance, fees and markups; Contingency; Escalation @ 5% per annum for two (2) years. See Attachment 4 for details. Page 3 of 11 DRAFTPlaza 2 ● Hard Cost: DPR Construction estimate = $477,920 (rounded to $479,000) ○ PCR is of the opinion that the Plaza 2 Hard Costs estimate appears reasonable. ● Grand Total: DPR Construction estimate = $647,110 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for Plaza 2 appears to be low relative to the contingency amount and the lack of accounting for soft costs. ● Hard Cost: DPR Construction estimate = $287,875 (rounded to $288,000) ○ PCR is of the opinion that the Plaza 3 Hard Costs estimate appears reasonable. ● Grand Total: DPR Construction estimate = $389,076 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for Plaza 3 appears to be low relative to the contingency amount and the lack of accounting for soft costs. ● Hard Cost: DPR Construction estimate = $840,648 (rounded to $844,000) ○ PCR is of the opinion that the Plaza 4 Hard Costs estimate appears reasonable. ● Grand Total: DPR Construction estimate = $$1,140,210 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for Plaza 4 appears to be low relative to the contingency amount and the lack of accounting for soft costs. ● Hard Cost: DPR Construction estimate = $$538,600 (rounded to $538,000) ○ PCR is of the opinion that the Plaza 5 Hard Costs estimate appears reasonable. ● Grand Total: DPR Construction estimate = $726,816 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for Plaza 5 appears to be low relative to the contingency amount and the lack of accounting for soft costs. ● Hard Cost: DPR Construction estimate = $240,100 (rounded to $239,000) ○ PCR is of the opinion that the Plaza 6 Hard Costs estimate appears reasonable. ● Grand Total: DPR Construction estimate = $322,879 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for Plaza 6 appears to be low relative to the contingency amount and the lack of accounting for soft costs. Plaza 3 Plaza 4 Plaza 5 Plaza 6 Page 4 of 11 DRAFT Plaza 7 • Hard Cost: DPR Construction estimate = $923,186 (rounded to $923,000) ○ PCR is of the opinion that the Plaza 7 Hard Costs estimate appears low: ■ Street lights and poles are included at a unit cost of $5,000.00/ea. PCR’s opinion is that these should be more in the $12,000.00/ea range. ■ Pathway pavers, outdoor seating pavers and signature walkway pavers are all included at a unit price of $15.00/sf. PCR’s opinion is that the unit cost for pavers should be in the $32.00 range and that a 4” concrete sub- base should be included at $6.00/sf for a total of $38.00/sf for these areas. ■ There is no consideration for underground utility conflicts or re-routing. PCR suggests including an allowance for this work of $50,000. ■ 8” water line pricing is included at a unit cost of $200.00/sf (the same as a 12” line). PCR’s opinion is that this should be more in the $175.00/lf range. ● Grand Total: DPR Construction estimate = $1,246,936 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for Plaza 7 appears low for the reasons outlined above and the contingency percentage and the lack of accounting for soft costs. Streets on-site (inside 305 S. Congress property line) – Hard Costs & Grand Total Costs The Applicant has provided cost estimates for all streets (existing and newly proposed) as part of their PUD application (Attachment 1). Cost estimates for Streets are contained in the Site Infrastructure Program Cost Metrics Spreadsheet (Attachment 4), generated by the Applicant’s consultant, DPR Construction. Barton Springs extension (BS-1, New Street) ● Hard Cost: DPR Construction estimate = $2,863,403 (rounded to $2,864,000) ○ PCR is of the opinion that the Barton Springs extension Hard Costs estimate appears low: ■ Asphalt paving is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $5.00/sf range ■ Bike lane is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $8.00/sf range. ■ Street lights and poles are included at a unit cost of $5,000.00/ea. PCR’s opinion is that these should be more in the $12,000.00/ea range. ■ Bioswale unit pricing is included at $10.00/sf. PCR’s opinion is that this should be more in the $30.00/sf range. Page 5 of 11 DRAFT ■ 8” water line pricing is included at a unit cost of $200.00/sf (the same as a 12” line). PCR’s opinion is that this should be more in the $175.00/lf range. ● Grand Total: DPR Construction estimate = $3,888,993 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for the Barton Springs extension appears low due to the reasons noted above and the contingency percentage and the lack of accounting for soft costs. Internal Street, Segment 1 (S-1, New Street) ● Hard Cost: DPR Construction estimate = $714,581 (rounded to $717,000) ○ PCR is of the opinion that the Internal Street, Segment 1 Hard Costs estimate appears low: ■ Asphalt paving is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $5.00/sf range ■ Street lights and poles are included at a unit cost of $5,000.00/ea. PCR’s opinion is that these should be more in the $12,000.00/ea range. ■ 8” water line pricing is included at a unit cost of $200.00/sf (the same as a 12” line). PCR’s opinion is that this should be more in the $175.00/lf range. ■ Bike lane is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $8.00/sf range. ● Grand Total: DPR Construction estimate = $972,607 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for the Internal Street, Segment 1 appears low due to the reasons noted above and the contingency percentage and the lack of accounting for soft costs. Internal (Shared) Street, Segment 2 (S-2, New Street) NOTE: In the cost estimation, S-2 was broken into three components: Intersection to the west (S-2, Intersection 1), the Internal (decorative) street segment (S-2 Laneway); and the Intersection to the east (S-2, Intersection 2). ● Hard Cost: DPR Construction estimate = $104,649 + $730,152 + $104,649 (rounded to $106,000 + 731,000 + 105,000). Total = $942,000 ○ PCR is of the opinion that the Internal Street, Segment 2 Hard Costs estimate appears low: ■ Roadway pavers and pathway pavers are included at a unit price of $15.00/sf. PCR’s opinion is that the unit cost for pavers should be in the $32.00 range and that a 4” concrete sub-base should be included at $6.00/sf for a total of $38.00/sf for this unit cost. Page 6 of 11 DRAFT ■ Street lights and poles are included at a unit cost of $5,000.00/ea. PCR’s opinion is that these should be more in the $12,000.00/ea range. ■ 8” water line pricing is included at a unit cost of $200.00/sf (the same as a 12” line). PCR’s opinion is that this should be more in the $175.00/lf range. ■ Bike lane is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $8.00/sf range. ● Grand Total: DPR Construction estimate = $1,272,604 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for Internal Street, Segment 2 appears low due to the reasons noted above and the contingency percentage and the lack of accounting for soft costs. Internal Street, Segment 3 (S-3, New Street) ● Hard Cost: DPR Construction estimate = $608,484 (rounded to $613,000) ○ PCR is of the opinion that the internal Street, Segment 3 Hard Costs estimate appears low: ■ Asphalt paving is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $5.00/sf range ■ Street lights and poles are included at a unit cost of $5,000.00/ea. PCR’s opinion is that these should be more in the $12,000.00/ea range. ■ Bioswale unit pricing is included at $10.00/sf. PCR’s opinion is that this should be more in the $30.00/sf range. ■ 8” water line pricing is included at a unit cost of $200.00/sf (the same as a 12” line). PCR’s opinion is that this should be more in the $175.00/lf range. ■ Bike lane is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $8.00/sf range. ● Grand Total: DPR Construction estimate = $828,138 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for Internal Street, Segment 3 appears low due to the reasons noted above and the contingency percentage and the lack of accounting for soft costs. Internal Street, Segment 4 (S-4, New Street) ● Hard Cost: DPR Construction estimate = $475,390 (rounded to $474,000) ○ PCR is of the opinion that the Internal Street, Segment 4 Hard Costs estimate appears low: ■ Street lights and poles are included at a unit cost of $5,000.00/ea. PCR’s opinion is that these should be more in the $12,000.00/ea range. ■ Pathway pavers, roadway pavers and outdoor seating pavers are all included at a unit price of $15.00/sf. PCR’s opinion is that the unit cost Page 7 of 11 DRAFT for pavers should be in the $32.00 range and that a 4” concrete sub-base should be included at $6.00/sf for a total of $38.00/sf for these areas. ■ Bike lane is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $8.00/sf range. ● Grand Total: DPR Construction estimate = $640,355 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for Internal Street, Segment 4 appears low due to the reasons noted above and the contingency percentage and the lack of accounting for soft costs. Streets off-site (outside 305 S. Congress property line) – Hard Costs & Grand Total Costs Congress Avenue Intersection (C-1, Existing Street) ● Hard Cost: DPR Construction estimate = $4,145,000. ○ PCR is of the opinion that the Congress Avenue Intersection Hard Costs estimate appears low: ■ Street lights and poles are included at a unit cost of $5,000.00/ea. PCR’s opinion is that these should be more in the $12,000.00/ea range. ■ Asphalt paving is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $5.00/sf range ■ Bike lane is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $8.00/sf range. ● Grand Total: DPR Construction estimate = $5,599,727 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for the Congress Avenue Intersection appears low due to the item above and the contingency percentage and the lack of accounting for soft costs. Congress Avenue Segment (C-2, Existing Street) ● Hard Cost: DPR Construction estimate = $873,000. ○ PCR is of the opinion that the Congress Avenue Segment Hard Costs estimate appears low: ■ Street lights and poles are included at a unit cost of $5,000.00/ea. PCR’s opinion is that these should be more in the $12,000.00/ea range. ■ Asphalt paving is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $5.00/sf range ■ Bike lane is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $8.00/sf range. ● Grand Total: DPR Construction estimate = $1,179,388. Page 8 of 11 DRAFT ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for the Congress Avenue segment appears low due to the item above and the contingency percentage and the lack of accounting for soft costs. Barton Springs Improvement 2 (BS-2, Existing Street) ● Hard Cost: DPR Construction estimate = $1,866,914 (rounded to $1,867,000) ○ PCR is of the opinion that the Barton Springs 2 Improvements Hard Costs estimate appears low: ■ Asphalt paving is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $5.00/sf range ■ Bike lane is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $8.00/sf range. ■ Street lights and poles are included at a unit cost of $5,000.00/ea. PCR’s opinion is that these should be more in the $12,000.00/ea range. ■ 8” water line pricing is included at a unit cost of $200.00/sf (the same as a 12” line). PCR’s opinion is that this should be more in the $175.00/lf range. ● Grand Total: DPR Construction estimate = $2,522,241 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for Barton Springs 2 Improvements appears low due to the items above and the contingency percentage and the lack of accounting for soft costs. Barton Springs Intersection @ E. Riverside Drive (BS-3, Existing Street) ● Hard Cost: DPR Construction estimate = $1,660,000. ○ PCR is of the opinion that the Barton Springs Intersection @ E. Riverside Drive Hard Costs estimate appears low: : ■ Asphalt turn lane is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $5.00/sf range ■ Asphalt paving is included at a unit cost of $3.00/sf. PCR’s opinion is that this unit cost should be more in the $5.00/sf range ■ Street lights and poles are included at a unit cost of $5,000.00/ea. PCR’s opinion is that these should be more in the $12,000.00/ea range. ● Grand Total: DPR Construction estimate = $2,242,593 ○ Based on PCR review of the Hard Costs and our evaluation of the Indirect Costs assumptions, the Grand Total Cost estimate for Barton Springs Intersection @ E. Riverside Drive appears low due to the items above and the contingency percentage and the lack of accounting for soft costs. Page 9 of 11 DRAFT Below Grade Parking - Overview The 305 S. Congress PUD proposes to build Below Grade Parking to accommodate parking for approximately 3800+/- cars, estimated to satisfy about 94% of their full parking buildout. The Below Grade Parking will be built in three phases. The design generally assumes two levels below grade, with car stackers on Level 1 to double cars per stall in approximately 928 stalls. The estimated Total Cost for all three phases of the Below Grade Parking structure/system is estimated to cost $172,187,652 (see Attachment 5, provided by the Applicant’s consultant, DPR Construction). The estimated cost per parking stall varies between the three phases. The overall Total Cost estimate is $62,050/stall; however, since stackers will be installed in an estimated 928 stalls, this estimated cost per stalls does not reflect the cost per car. The overall Total Cost for the below grade parking structure and system is an estimated $211/SF. Below Grade Parking – Indirect Costs The Hard Costs associated each of the proposed phases of Below Grade Parking are individually itemized (Attachment 5). All estimated Hard Costs are augmented with consistent Indirect Costs assumptions. The Indirect Costs assumptions are assumed for all Below Grade Parking are as follows: - General Requirements/General Conditions: - Permits & Fees: - - Contingency: - Escalation 5% per Annum, Two Years Insurance, Fees, & Markups: 6.0% 0% 5.6% 10.0% 10.3% PCR is of the opinion that the Indirect Costs assumptions appear low. At this stage of estimation, we would suggest a contingency of 20%. Also, the DPR Construction assumptions do not appear to consider consultant fees (i.e., “soft costs” as defined on page 1 of this memo). We defer to the City’s suggestion of using 20% of Direct Costs to cover these “soft costs”. Below Grade Parking – Hard Costs & Grand Total Costs The Below Grade Parking Cost Spreadsheet provides itemized Hard Costs estimates for each of the three phases (Attachment 5). The DPR spreadsheet breaks all costs into Hard Costs, Indirect Costs, and Grand Total (Hard + Indirect Costs). Below Grade Parking: Phases 1-3 ● Hard Cost: DPR Construction estimate = 1=$58,122,814 / 2=$46,216,816 / 3=$22,501,745 ○ PCR is of the opinion that the estimated subtotal of Hard Costs for Below-Grade Parking, Phase 1, 2 and 3 appears reasonable. We have estimated underground garages, with a rock excavation premium, escalated to 2021 dollars at a price point of $128.00/sf (without stackers). The stackers add from $8.00 - $10.00/sf Page 10 of 11 DRAFT so our estimates would be from $136.00 to $138.00/sf (within the range of DPR’s pricing). ● Grand Total: DPR Construction estimate = 1=$78,901,943 / 2=$62,739,505 / 3=$30,546,205 ○ Based on PCR review of the Hard Costs for this infrastructure and our evaluation of the Indirect Costs assumptions (subject to the qualifiers that we highlighted above to their Indirect Cost assumptions), the Grand Total Cost estimate for Below Grade Parking, Phases 1-3 appears reasonable Page 11 of 11 DRAFTDIRECT COSTS for the 305 S. Congress PUD proposal for STREET, OPEN SPACES, INFRASRUCTURE & SITE PREPARATION, as Reviewed and Adjusted by City of Austin consultants. The following PDF excepts the Direct Costs from the cost estimates provided to the City of Austin by the Endeavor Real Estate Group’s consultant, DPR Construction. Direct Cost (aka: Hard Costs) includes the materials, unit quantities and costs, and labor for construction. Indirect Costs (including markups by contractor for general conditions, general requirements, contractor contingencies, insurance, performance & payment bonds and fees; and including Soft Costs which comprises fees for consultants such as architecture, landscape architecture, engineering, legal services, etc) are not included in the following excerpts. The following excerpt shows redline markups by CoA/PAZ staff that adjust unit costs in accordance to the Project Cost Resources memo dated February 13, 2020. Therefore, the following redline adjustments provide the Direct Costs of the PUD proposed streets/open spaces/infrastructure to match the recommendations of the City’s consultant review. DRAFT DIRECT COSTS for the 305 S. Congress PUD proposal for STREET, OPEN SPACES, INFRASRUCTURE & SITE PREPARATION, as Reviewed by City of Austin consultants. NOTE: The attached PDF shows the direct costs estimates that were provided to the City of Austin by the Endeavor consultant, DPR. These direct costs were reviewed by the City’s cost consultant, PCR, in their memo dated February 13, 2020. The redlines in the attached memo were made by City of Austin staff, using the PCR adjustments, in order to attain the direct costs for the PUD proposed streets/open spaces/infrastructure that match the City’s consultant review. DRAFTSouth Central Waterfront Advisory Board Meeting March 16, 2020 Agenda Item 2.b. - Consultant’s Report & Review of 305 S Congress PUD Application Infrastructure Costs South Central Waterfront 2.b.ii. City Of Austin Review & Adjustments Of Cost Estimates For Site Improvements As Submitted By Endeavor Real Estate Group 2. Adjusted Direct Costs for 305 S. Congress PUD Updated: March 12, 2020 CONTENTS WHAT’S NEW 2.b.ii. City Of Austin Review & Adjustments Of Cost Consultant review of item 2.b.i. Estimates For Site Improvements As Submitted By Endeavor Real Estate Group 2: Adjusted Direct Costs for 305 S. Congress PUD (prepared by CoA/PAZ staff, based on Project Cost Resources memo) DRAFTQty UOM U/P C‐1 Congress Intersection Length Section Width Area Length Section Width Area Typical Turn Lane Code Description Curb & Gutter Asphalt Pavement ‐ Typical Asphalt Pavement ‐ Turn Lane Striping Bike Lane Unidentified Strip ‐ Assume Concrete Street Lights / Light Poles ‐ 90' Spacing Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees ‐ 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 21,000 22,100.0 22,100.0 ‐ 4.0 1.0 lf lf sf lf lf sf lf sf sf sf sf sf ea ls sf ea ea ls sf sf ea lf lf lf lf lf lf lf lf ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 20,000 4,000,000 48,000 18.00 5.45 3.00 0.25 3.00 8.00 5,000.00 4,000,000.00 8.00 2,500.00 3,500.00 100,000.00 10.00 10.00 2,800.00 200.00 $ $ $ $ $ $ $ 12,000 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 250.00 150.00 200.00 100.00 ‐ ‐ ‐ 120,445 5,525 ‐ ‐ ‐ /UOM Extension /lf ‐ /sf /sf /sf /sf /sf /ea /ls /sf /ea /ea /ls /sf /sf /ea /lf /lf /lf /lf /lf $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ w/District Cooling /lf /lf / / / / / / / / $ $ $ $ $ $ $ $ $ $ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ Total $ 4,145,970 $4,173,970 Notes Assume Intersection is 45' DRAFTC-2 Congress Improvements Length Section Width Area Length Section Width Area Typical Turn Lane Code Description Curb & Gutter Asphalt Pavement - Typical Asphalt Pavement - Turn Lane Striping Bike Lane Unidentified Strip - Assume Concrete Street Lights / Light Poles - 90' Spacing Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' lf lf sf lf lf sf UOM lf sf sf sf sf sf ea ls sf ea ea ls sf sf ea lf lf lf lf lf lf lf lf 55,700 22,100 Qty 55,700.0 22,100.0 77,800.0 9,600.0 - 14.0 - 20,000.0 4.0 25.0 1.0 - 9,600.0 25.0 - - - - - - - - U/P 18.00 3.00 5.00 3.00 5.00 0.25 8.00 3.00 8.00 12,000 5,000.00 500,000.00 8.00 2,500.00 3,500.00 100,000.00 10.00 10.00 2,800.00 200.00 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 250.00 150.00 200.00 100.00 - - - 278,500 110,500 76,800 168,000 - 167,100 66,300 19,450 28,800 - 70,000 - /UOM Extension /lf /sf /sf /sf /sf /sf /ea /ls /sf /ea /ea /ls /sf /sf /ea /lf /lf /lf /lf /lf $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - 96,000 70,000 - - - - - 160,000 10,000 87,500 100,000 w/District Cooling /lf /lf / / / / / / / / $ $ $ $ $ $ $ $ $ $ - - - - - - - - - - Total $ 875,150 $1,176,750 DRAFTBS-1 BARTON SPRINGS SEGMENT 1 Length Section Width Area Length Section Width Area Typical Turn Lane Code 1,050 56 58,800 150 59 8,850 lf lf sf lf lf sf Code G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Description Curb & Gutter Asphalt Pavement - Typical Asphalt Pavement - Turn Lane Striping Bike Lane Unidentified Strip - Assume Concrete Street Lights / Light Poles - 90' Spacing Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Qty 2,310.0 28,350.0 4,500.0 32,850.0 11,100.0 2,220.0 27.0 1.0 5,550.0 4.0 120.0 1.0 7,200.0 6,660.0 120.0 1,200.0 1,200.0 1,200.0 - - - 1,200.0 1,200.0 UOM lf sf sf sf sf sf ea ls sf ea ea ls sf sf ea lf lf lf lf lf lf lf lf 5.00 8.00 5.00 12,000 U/P $ 18.00 $ 3.00 $ 3.00 $ 0.25 3.00 $ $ 8.00 $ 5,000.00 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - 8.00 2,500.00 3,500.00 500,000.00 10.00 10.00 2,800.00 200.00 200.00 - 100.00 - 250.00 150.00 175.00 30.00 - /UOM Extension $ /lf 41,580 $ 85,050 /sf 13,500 $ /sf $ 8,213 /sf /sf 33,300 $ $ 17,760 /sf $ /ea 135,000 /ls $ $ /sf $ /ea $ /ea /ls $ $ /sf $ /sf /ea $ $ /lf $ /lf $ /lf /lf $ $ /lf - 44,400 10,000 420,000 500,000 72,000 66,600 336,000 240,000 240,000 120,000 w/District Cooling 300,000 180,000 - - 141,750 22,500 88,800 324,000 216,000 210,000 /lf /lf / / / / / / / / $ $ $ $ $ $ $ $ $ $ - - - - - - - - Total $ 2,863,403 $3,287,603 Notes Assume Intersection is 45' DRAFTBS-2 BARTON SPRINGS SEGMENT 2 Length Section Width Area Length Section Width Area Typical Turn Lane Code Description Curb & Gutter Asphalt Pavement - Typical Asphalt Pavement - Turn Lane Striping Bike Lane Unidentified Strip - Assume Concrete Street Lights / Light Poles - 90' Spacing Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' 445 66 29,370 150 69 10,350 lf lf sf lf lf sf Qty 1,190.0 12,015.0 4,500.0 16,515.0 7,140.0 - 14.0 1.0 14,875.0 2.0 90.0 1.0 - 7,140.0 90.0 595.0 595.0 - - - - - - UOM lf sf sf sf sf sf ea ls sf ea ea ls sf sf ea lf lf lf lf lf lf lf lf 5.00 5.00 8.00 18.00 3.00 3.00 0.25 3.00 8.00 5,000.00 500,000.00 8.00 2,500.00 3,500.00 200,000.00 /UOM Extension 21,420 /lf 36,045 /sf /sf 13,500 4,129 /sf /sf 21,420 /sf /ea /ls /sf /ea /ea /ls 10.00 /sf /sf 10.00 /ea 2,800.00 /lf 200.00 /lf /lf /lf /lf $ $ $ $ $ $ - $ $ $ $ $ $ - $ $ $ $ - $ $ - $ - $ 70,000 500,000 119,000 5,000 315,000 200,000 U/P $ $ $ $ $ $ $ 12,000 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 71,400 252,000 119,000 w/District Cooling 250.00 150.00 119,000 100.00 200.00 175.00 - - - 60,075 22,500 57,120 168,000 three rows 104,125 /lf /lf / / / / / / / / - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ Total $ 1,866,914 $2,018,769 DRAFTBS‐3 Barton Springs Intersection Length Section Width Area Length Section Width Area Typical Turn Lane Code Description Curb & Gutter Asphalt Pavement ‐ Typical Asphalt Pavement ‐ Turn Lane Striping Bike Lane Unidentified Strip ‐ Assume Concrete Street Lights / Light Poles ‐ 90' Spacing Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees ‐ 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 6,500 Qty 6,500.0 6,500.0 lf lf sf lf lf sf UOM lf sf sf sf sf sf ea ls sf ea ea ls sf sf ea lf lf lf lf lf lf lf lf ‐ 4.0 1.0 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ Notes Assume Intersection is 45' 37,375 32,500 1,625 20,000 1,601,000 48,000 ‐ ‐ ‐ /UOM Extension /lf ‐ /sf /sf /sf /sf /sf /ea /ls /sf /ea /ea /ls /sf /sf /ea /lf /lf /lf /lf /lf $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ w/District Cooling U/P 8.00 5.00 5.00 18.00 5.75 3.00 0.25 3.00 8.00 5,000.00 1,601,000.00 8.00 2,500.00 3,500.00 100,000.00 10.00 10.00 2,800.00 200.00 $ $ $ $ $ $ 12,000 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 250.00 150.00 200.00 100.00 ‐ ‐ ‐ /lf /lf / / / / / / / / $ $ $ $ $ $ $ $ $ $ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ Total $ 1,660,000 $1,683,125 DRAFTP-1 Plaza - Great Steps Typical Length Section Width Code Code Area Elevation Change Description Stair Landings Landing Area - Top Landing Area - Mid-1 Landing Area - Mid-2 Landing Area - Bottom Total Stair Landing Area Steps - Top to Mid-1 Steps - Mid 1 to Mid-2 Steps - Mid 2 to Bottom Step Length - Top to Mid-1 Step Length - Mid-1 to Mid-2 Step Length - Mid-2 to Bottome Total Step Length Stair Construction Structural Geofoam Concrete Landings Concrete Stairs Concrete Walls on Sides Pavers on Landings Stair Treads Stairs Risers Stair Nosings Handrails Center Rail Wall Claddings - Stone Wall Claddings - Stone Cap Furnishings Landscaping Water Feature Lighting Allowance- underground utility conflicts/re-routing G2060 G2060 G2060 G2060 G2060 G2060 G2060 G2060 G2060 G2060 G2060 G2060 G2080 G2080 G2080 G4050 Notes Assume Intersection is 45' 225 varies 80' at south end 145' at north end sf ft 28,300 5 Qty 4.0 1,450.0 4,360.0 5,375.0 4,900.0 16,085.0 4.0 5.0 5.0 90.0 110.0 135.0 1,585.0 UOM ea sf sf sf sf sf riser riser riser lf lf lf lf $ $ $ $ $ $ $ $ $ $ $ $ $ 63,675.0 16,085.0 1,585.0 5,850.0 16,805.0 1,585.0 1,585.0 1,585.0 180.0 180.0 3,600.0 550.0 1.0 1.0 1.0 1.0 cf sf lf sf sf lf lf lf lf lf sf lf ea ls 450' at top, 445' at bottom U/P /UOM Extension /ea /sf /sf /sf /sf /sf /riser /riser /riser /lf /lf /lf /lf - $ $ - $ - - $ $ - $ - - $ $ - $ - $ - - $ $ - - $ - - - - - - - - - - - - - replaced by S-1 street replaced by S-1 street North side only North side only North side only $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 5.00 12.00 100.00 25.00 15.00 25.00 25.00 10.00 175.00 250.00 25.00 35.00 200,000.00 175,000.00 500,000.00 200,000.00 275.00 45.00 35.00 $100,000 /cf /sf /lf /sf /sf /lf /lf /lf /lf /lf /sf /lf /ea /ls / / / 318,375 193,020 158,500 146,250 252,075 39,625 39,625 15,850 31,500 45,000 90,000 19,250 200,000 175,000 500,000 200,000 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ $ - - $ 49,500 126,000 24,750 $100,000 Total Cost/SF $ $ 2,424,070 85.66 $2,583,570 Assume 13' Tall, Both Sides, Entire Length 30 lf per set per side of steps, 3 sets of steps 60 lf per set of steps, 3 sets of steps assume 10' drop, treat as triangel shape on both sides, add 3' cap wall on top DRAFTP-2 Plaza Length Section Width Area Description Pavers and Concrete Tapered Insulation Tree Grates Site Furnishings Water Feature Trees Landscaping Lighting Typical Code Code G2030 G2030 G2060 G2060 G2060 G2080 G2080 G4050 Notes Assume Intersection is 45' 52 60 3,100 lf lf sf Qty 2,480.0 2,480.0 6.0 1.0 1.0 6.0 620.0 1.0 UOM sf sf ea ls ls ea sf ls U/P $ $ $ $ $ $ $ $ 40.00 4.00 3,500.00 100,000.00 100,000.00 2,800.00 50.00 100,000.00 80% of area 20% of area /UOM Extension 99,200 /sf 9,920 /sf /ea 21,000 100,000 /ls 100,000 /ls 16,800 /ea /sf 31,000 /ls 100,000 / / / / / / / $ $ $ $ $ $ $ $ - $ - $ - $ - $ - $ - $ - $ Total Cost/SF $ $ 477,920 154.17 DRAFTP-3 Plaza Length Section Width Area Description Pavers and Concrete Tapered Insulation Tree Grates Site Furnishings Water Feature Trees Landscaping Lighting Typical Code Code G2030 G2030 G2060 G2060 G2060 G2080 G2080 G4050 Notes Assume Intersection is 45' 225 15 3,375 lf lf sf Qty 2,700.0 UOM sf sf ea ls ls ea sf ls U/P $ $ $ $ $ $ $ $ 40.00 4.00 3,500.00 50,000.00 100,000.00 2,800.00 25.00 50,000.00 - 10.0 1.0 - 10.0 675.0 1.0 80% of area 20' on center, both sides 20% of area 35,000 50,000 /UOM Extension /sf 108,000 /sf /ea /ls /ls /ea /sf /ls / / / / / / / $ - $ $ $ $ - $ $ $ - $ - $ - $ - $ - $ - $ - $ 28,000 16,875 50,000 Total Cost/SF $ $ 287,875 85.30 DRAFTP-4 Plaza Length Section Width Area Description Pavers and Concrete Tapered Insulation Tree Grates Site Furnishings Water Feature Trees Landscaping Lighting Typical Code Code G2030 G2030 G2060 G2060 G2060 G2080 G2080 G4050 Notes Assume Intersection is 45' 316 44 13,904 lf lf sf Qty 11,123.2 - 24.0 1.0 - 24.0 2,780.8 1.0 UOM sf sf ea ls ls ea sf ls 40.00 4.00 3,500.00 100,000.00 U/P $ $ $ $ $ $ $ $ 2,800.00 25.00 75,000.00 - 80% of area 20' on center, both sides 20% of area 84,000 100,000 /UOM Extension /sf 444,928 /sf /ea /ls /ls /ea /sf /ls / / / / / / / $ - $ $ $ $ - $ $ $ - $ - $ - $ - $ - $ - $ - $ 67,200 69,520 75,000 Total Cost/SF $ $ 840,648 60.46 DRAFTP-5 Plaza Length Section Width Area Description Pavers and Concrete Tapered Insulation Tree Grates Site Furnishings Water Feature Trees Landscaping Lighting Typical Code Code G2030 G2030 G2060 G2060 G2060 G2080 G2080 G4050 Notes Assume Intersection is 45' 310 30 9,300 lf lf sf Qty 7,440.0 - 15.0 1.0 - 15.0 1,860.0 1.0 UOM sf sf ea ls ls ea sf ls U/P $ $ $ $ $ $ $ $ 40.00 4.00 3,500.00 50,000.00 - 2,800.00 25.00 50,000.00 80% of area 20' on center, both sides 20% of area 52,500 50,000 /UOM Extension /sf 297,600 /sf /ea /ls /ls /ea /sf /ls / / / / / / / $ - $ $ $ $ - $ $ $ - $ - $ - $ - $ - $ - $ - $ 42,000 46,500 50,000 Total Cost/SF $ $ 538,600 57.91 DRAFTP-6 Plaza Length Section Width Area Description Pavers and Concrete Tapered Insulation Tree Grates Site Furnishings Water Feature Trees Landscaping Lighting Typical Code Code G2030 G2030 G2060 G2060 G2060 G2080 G2080 G4050 Notes Assume Intersection is 45' 110 30 3,300 lf lf sf Qty 2,640.0 UOM sf sf ea ls ls ea sf ls 40.00 4.00 3,500.00 30,000.00 - U/P $ $ $ $ $ $ $ $ 2,800.00 25.00 25,000.00 - 10.0 1.0 - 10.0 660.0 1.0 80% of area 20' on center, both sides 20% of area 35,000 30,000 /UOM Extension /sf 105,600 /sf /ea /ls /ls /ea /sf /ls / / / / / / / $ - $ $ $ $ - $ $ $ - $ - $ - $ - $ - $ - $ - $ 28,000 16,500 25,000 Total Cost/SF $ $ 240,100 72.76 DRAFTLength Section Width Area Typical Code P-7 Plaza - 7 (Grand Pedestrian Walkway) Description Curb & Gutter Street Lights / Light Poles - 90' Spacing Pathway Pavers Outdoor Seating Pavers Signature Walkway ADA Ramps Tree Grates Site Furnishings Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Trench Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Allowance- Underground utility conflicts/re-routing Code G2010 G2010 G2030 G2030 G2030 G2030 G2060 G2060 G2080 G3010 G3010 G3020 G3030 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' 351 46 16,100 lf lf sf Qty 702.0 8.0 2,808.0 4,212.0 8,775.0 2.0 36.0 1.0 36.0 351.0 351.0 351.0 351.0 - - - - - UOM lf ea sf sf sf ea ea ls ea lf lf lf lf lf lf lf lf lf 38.00 38.00 18.00 5,000.00 15.00 15.00 15.00 2,500.00 3,500.00 200,000.00 2,800.00 200.00 75.00 200.00 U/P $ 12,000 $ $ 38.00 $ $ $ $ $ $ $ $ $ 175.00 $ $ $ $ $ $ 100.00 100.00 250.00 150.00 - - 96,000 106,704 160,056 333,450 three rows 61,425 $50,000 /UOM Extension 12,636 /lf 40,000 /ea /sf 42,120 63,180 /sf 131,625 /sf /ea 5,000 126,000 /ea 200,000 /ls 100,800 /ea /lf 70,200 26,325 /lf /lf 70,200 /lf /lf /lf $ $ $ $ $ $ $ $ $ $ $ $ - $ $ - $ 35,100 w/District Cooling /lf /lf / / / / / / / / - $ - $ - $ $50,000 - $ - $ - $ - $ - $ - $ - $ Total Cost/SF $ $ 923,186 57.34 $1,383,896 DRAFTS-1 Internal Street Segment 1 Length Section Width Area Typical Code Description Curb & Gutter Asphalt Pavement - Typical Striping Bike Lane Street Lights / Light Poles - 90' Spacing Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' 238 66 15,700 lf lf sf Qty 476.0 6,426.0 6,426.0 2,856.0 6.0 - 5,950.0 2.0 24.0 1.0 - 2,856.0 24.0 238.0 - - - 238.0 238.0 238.0 238.0 UOM lf sf sf sf ea ls sf ea ea ls sf sf ea lf lf lf lf lf lf lf lf 8.00 5.00 12,000 18.00 3.00 0.25 3.00 5,000.00 500,000.00 8.00 2,500.00 3,500.00 200,000.00 10.00 10.00 2,800.00 200.00 U/P $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 250.00 150.00 100.00 200.00 175.00 - - - /UOM Extension 8,568 /lf 19,278 /sf /sf 1,607 8,568 /sf /ea 30,000 /ls /sf /ea /ea /ls /sf /sf /ea /lf /lf /lf /lf /lf $ $ $ $ $ - $ $ $ $ $ $ - $ $ $ $ - $ $ - $ 47,600 5,000 84,000 200,000 28,560 67,200 47,600 47,600 23,800 w/District Cooling 59,500 35,700 32,130 22,920 72,000 three rows 41,650 /lf /lf / / / / / / / / $ $ - $ - $ - $ - $ - $ - $ - $ - $ Total $ 714,581 $777,835 DRAFTS2 Int 1 S2 Intersection 1 Length Section Width Area Typical Code Description Curb & Gutter Roadway Pavers Street Lights / Light Poles - 90' Spacing Bike Lane Pathway Pavers - North Side Only Outdoor Seating Pavers ADA Ramps Tree Grates Site Furnishings Trees - 20' Spacing Landscape Strip 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2030 G2030 G2030 G2060 G2060 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 66 67 4,400 lf lf sf Qty 66.0 729.0 - 792.0 396.0 UOM lf sf ea sf sf sf ea ea ls ea sf lf lf lf lf lf lf lf lf 8.00 38.00 18.00 15.00 5,000.00 3.00 15.00 15.00 2,500.00 3,500.00 25,000.00 2,800.00 10.00 200.00 75.00 200.00 U/P $ $ 38.00 $ 12,000 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 250.00 150.00 100.00 175.00 - - - 2.0 3.0 1.0 3.0 396.0 66.0 66.0 66.0 - - - - - 27,702 6,336 15,048 replaced by S-1 street North side only North side only North side only 11,500 2,376 5,940 /UOM Extension 1,188 /lf /sf 10,935 /ea /sf /sf /sf /ea /ea /ls /ea /sf /lf /lf /lf /lf /lf $ $ - $ $ $ $ - $ $ $ $ $ $ $ $ - $ - $ 5,000 10,500 25,000 8,400 3,960 13,200 4,950 13,200 w/District Cooling /lf /lf / / / / / / / / - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ Notes Assume Intersection is 45' Total Cost/SF $ $ 104,649 23.78 $132,784 DRAFTS2 S2 Laneway (Decorative Street) Cross Section similar to BS-2 Extension Length Section Width Area Description Curb & Gutter Street Lights / Light Poles - 90' Spacing Bike Lane Roadway Pavers Pathway Pavers Outdoor Seating Pavers ADA Ramps Tree Grates Site Furnishings Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Typical Code Code G2010 G2010 G2010 G2010 G2030 G2030 G2030 G2060 G2060 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' 266 66 17,600 lf lf sf Qty 532.0 6.0 3,192.0 7,182.0 1,596.0 3,192.0 2.0 27.0 1.0 27.0 266.0 266.0 266.0 - - - - - UOM lf ea sf sf sf sf ea ea ls ea lf lf lf lf lf lf lf lf 38.00 38.00 18.00 5,000.00 3.00 15.00 15.00 15.00 2,500.00 3,500.00 200,000.00 2,800.00 200.00 75.00 200.00 U/P $ $ 12,000 $ 8.00 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 250.00 150.00 100.00 175.00 - - 72,000 25,536 272,916 60,648 46,550 three rows /UOM Extension 9,576 /lf 30,000 /ea /sf 9,576 107,730 /sf 23,940 /sf /sf 47,880 5,000 /ea 94,500 /ea 200,000 /ls /ea 75,600 53,200 /lf 19,950 /lf /lf 53,200 /lf /lf $ $ $ $ $ $ $ $ $ $ $ $ $ - $ - $ w/District Cooling /lf /lf / / / / / / / / - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ Total Cost/SF $ $ 730,152 41.49 $983,356 DRAFTS2 S2 Intersection 2 Length Section Width Area Typical Code Description Curb & Gutter Roadway Pavers Street Lights / Light Poles - 90' Spacing Bike Lane Pathway Pavers - North Side Only Outdoor Seating Pavers ADA Ramps Tree Grates Site Furnishings Trees - 20' Spacing Landscape Strip 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2030 G2030 G2030 G2060 G2060 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 66 65 4,300 lf lf sf Qty 66.0 729.0 - 792.0 396.0 UOM lf sf ea sf sf sf ea ea ls ea sf lf lf lf lf lf lf lf lf 18.00 15.00 5,000.00 3.00 15.00 15.00 2,500.00 3,500.00 25,000.00 2,800.00 10.00 200.00 75.00 200.00 U/P $ $ 38 .00 $ 000 12, $ 8.00 38 .00 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 250.00 150.00 100.00 175 .00 - - - 2.0 3.0 1.0 3.0 396.0 66.0 66.0 66.0 - - - - - 27,702 6,336 15,048 replaced by S-1 street North side only North side only North side only 11,500 2,376 5,940 /UOM Extension 1,188 /lf /sf 10,935 /ea /sf /sf /sf /ea /ea /ls /ea /sf /lf /lf /lf /lf /lf $ $ - $ $ $ $ - $ $ $ $ $ $ $ $ - $ - $ 5,000 10,500 25,000 8,400 3,960 13,200 4,950 13,200 w/District Cooling /lf /lf / / / / / / / / - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ Notes Assume Intersection is 45' Total Cost/SF $ $ 104,649 24.34 $132,784 DRAFTS-3 Internal Street Segment 3 Length Section Width Area Typical Code Description Curb & Gutter Asphalt Pavement - Typical Striping Bike Lane Street Lights / Light Poles - 90' Spacing Unidentified Strip - Assume Concrete Traffic Signals Sidewalk ADA Ramps Tree Grates Site Furnishings Bioswale Landscape Strip Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2010 G2010 G2010 G2030 G2030 G2060 G2060 G2080 G2080 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' 248 66 16,400 lf lf sf Qty 496.0 6,696.0 6,696.0 2,976.0 6.0 496.0 3,720.0 2.0 25.0 1.0 1,488.0 2,856.0 25.0 248.0 248.0 248.0 - - - - - UOM lf sf sf sf ea sf ls sf ea ea ls sf sf ea lf lf lf lf 0 lf lf lf lf 8.00 5.00 18.00 3.00 0.25 3.00 5,000.00 8.00 500,000.00 8.00 2,500.00 3,500.00 200,000.00 10.00 30.00 10.00 2,800.00 200.00 U/P $ $ $ $ $ 12,000 $ $ $ $ $ $ $ $ $ $ $ 175.00 $ $ $ $ $ $ 250.00 150.00 200.00 100.00 - - - three rows 44640 23,808 33,480 72,000 29,760 5,000 87,500 200,000 14,880 28,560 70,000 49,600 /UOM Extension 8,928 /lf 20,088 /sf /sf 1,674 8,928 /sf 30,000 /ea /sf 3,968 /ls /sf /ea /ea /ls /sf /sf /ea /lf /lf /lf /lf /lf /lf /lf /lf / / / / / / / / $ $ $ $ $ $ $ - $ $ $ $ $ $ $ $ - $ $ - $ - under S-1 $ N/A under S-1 under S-1 - $ - $ under S-1 - $ - $ - $ - $ - $ - $ - $ - $ 49,600 43,400 Total $ 608,486 $702,318 DRAFTS4 S4 Laneway (Decorative Street) Length Section Width Area Typical Code Description Curb & Gutter Street Lights / Light Poles - 90' Spacing Bike Lane Roadway Pavers Pathway Pavers Outdoor Seating Pavers ADA Ramps Tree Grates Site Furnishings Trees - 20' Spacing 12" Water Line Auxillary Water 8" Waste Water Line Storm Drain Natural Gas District Cooling Permanent Power Ductbank Telecom Ductbank Code G2010 G2010 G2010 G2010 G2030 G2030 G2030 G2060 G2060 G2080 G3010 G3010 G3020 G3030 G3060 G3090 G4010 G5010 Notes Assume Intersection is 45' 170 60 10,200 lf lf sf Qty 340.0 6.0 2,040.0 4,590.0 1,020.0 2,040.0 2.0 18.0 1.0 18.0 UOM lf ea sf sf sf sf ea ea ls ea lf lf lf lf lf lf lf lf 38.00 U/P 18.00 5,000.00 12,000 8.00 3.00 15.00 15.00 38.0 0 15.00 38.0 0 2,500.00 3,500.00 200,000.00 2,800.00 200.00 75.00 200.00 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - - 100.00 250.00 150.00 - - - - - - - 72,000 16,320 174,420 38,760 77,520 /UOM Extension /lf 6,120 $ 30,000 /ea $ $ 6,120 /sf /sf 68,850 $ 15,300 /sf $ 30,600 $ /sf $ 5,000 /ea /ea 63,000 $ $ 200,000 /ls 50,400 $ /ea - /lf $ - $ /lf - $ /lf - $ /lf /lf - $ w/District Cooling /lf /lf / / / / / / / / $ $ $ $ $ $ $ $ $ $ - - - - - - - - - - Total Cost/SF $ $ 475,390 46.61 $703,540 DRAFTCode Code Qty UOM U/P /UOM Extension G-3 Regrading Works Description Tree Removal 320000 Parcel 1 320000 Parcel 2 320000 Parcel 3 320000 Parcel 4 320000 BS-1 320000 BS-2 320000 Segment 2 320000 Lakefront Park Protected Tree Removal 320000 Parcel 4 320000 BS-1 Clear & Grubb Site 320000 Main Site Demolition Parking Lot Demolition Grading, Cut & Fill Park BS-2 S-3 Main Site Park BS-2 S-3 G2080 G2080 G2080 G2080 G2080 G2080 G2080 G2080 G2080 G2080 G1010 G1010 G1010 G1010 G1030 G1070 G1070 G1070 G1070 8.0 1.0 2.0 23.0 27.0 - 1.0 ea ea ea ea ea ea ea $ $ $ $ $ $ $ 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 5,000.00 /ea /ea /ea /ea /ea /ea /ea 2.0 8.0 ea ea $ $ 5,000.00 5,000.00 /ea /ea 465,000.0 292,000.0 42,000.0 sf sf sf 200,000.0 sf 465,000.0 292,000.0 42,000.0 sf sf sf $ $ $ $ $ $ $ 0.25 0.50 0.10 /sf /sf /sf 1.00 /sf 2.00 2.00 2.00 /sf /sf /sf / / $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 40,000 5,000 10,000 115,000 135,000 - 5,000 10,000 40,000 116,250 146,000 4,200 200,000 930,000 584,000 84,000 - - w/ G-1 Excluded Excluded Total $ 2,424,450 DRAFT