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HomeMy WebLinkAbout_PresentationEstimate of Probable Cost Estimate of Probable Cost Estimate of Probable Cost Estimate of Probable Cost Full-Depth and Partial-Depth Slab Repair - Premium time 20,900 sq ft $123.00 /sq ft $2,570,700.00 4,300 sq ft $528,900.00 7,200 sq ft $885,600.00 9,400 sq ft $1,156,200.00 Full-Depth and Partial-Depth Slab Repair - Straight time 0 sq ft 102.00 /sq ft 0.00 sq ft 0.00 sq ft 0.00 sq ft 0.00 Vertical and Overhead Repair 2,750 sq ft 149.00 /sq ft 409,750.00 750 sq ft 111,750.00 1,000 sq ft 149,000.00 1,000 sq ft 149,000.00 Curb Repair 900 lin ft 114.00 /lin ft 102,600.00 200 lin ft 22,800.00 400 lin ft 45,600.00 300 lin ft 34,200.00 Supplemental reinforcing steel 8 ton 6,600.00 /ton 52,800.00 3 ton 19,800.00 5 ton 33,000.00 ton 0.00 Supplemental dowels 3,500 each 50.00 /each 175,000.00 900 each 45,000.00 1,400 each 70,000.00 1,200 each 60,000.00 Replace Expansion Joint Seal - 2nd floor, with new wash 0 lin ft 491.92 /lin ft 0.00 lin ft 0.00 lin ft 0.00 lin ft 0.00 Replace Expansion Joint Seal - 2nd floor, no wash 180 lin ft 217.36 /lin ft 39,124.80 180 lin ft 39,124.80 lin ft 0.00 lin ft 0.00 Replace Expansion Joint Seal - 3rd floor, no wash 510 lin ft 217.36 /lin ft 110,853.60 510 lin ft 110,853.60 lin ft 0.00 lin ft 0.00 Rout and Seal Cracks 18,000 lin ft 9.00 /lin ft 162,000.00 7,000 lin ft 63,000.00 5,000 lin ft 45,000.00 6,000 lin ft 54,000.00 Seal Perimeter Joints 4,600 lin ft 17.00 /lin ft 78,200.00 1,000 lin ft 17,000.00 1,800 lin ft 30,600.00 1,800 lin ft 30,600.00 Column Replacement (Lv 2)5 each 40,000.00 /each 200,000.00 3 each 120,000.00 2 each 80,000.00 0 each 0.00 Column Replacement (Lv 1)0 each 40,000.00 /each 0.00 each 0.00 each 0.00 each 0.00 Corbel Repair (Lv 3)16 each 4,036.00 /each 64,576.00 6 each 24,216.00 10 each 40,360.00 0 each 0.00 Corbel Repair (Lv 2)0 each 4,036.00 /each 0.00 each 0.00 each 0.00 each 0.00 Joist Pocket Strengthening 15 each 2,000.00 /each 30,000.00 5 each 10,000.00 10 each 20,000.00 0 each 0.00 Joist Steel Bracket Cleaning and Painting 12 each 2,000.00 /each 24,000.00 2 each 4,000.00 10 each 20,000.00 0 each 0.00 Drain Replacement 0 each /each 0.00 each 0.00 each 0.00 each 0.00 Remove and Replace Traffic-Bearing Waterproofing Membrane - 2nd floor (night installation)89,300 sq ft 8.32 /sq ft 742,976.00 84,700 sq ft 704,704.00 sq ft 0.00 4,600 sq ft 38,272.00 Remove and Replace Epoxy Coating with Traffic-Bearing Waterproofing Membrane - 2nd floor 0 sq ft 8.32 /sq ft 0.00 sq ft 0.00 sq ft 0.00 sq ft 0.00 Replace Traffic-Bearing Waterproofing Membrane - 3rd floor 163,500 sq ft 5.00 /sq ft 817,500.00 sq ft 0.00 72,000 sq ft 360,000.00 91,500 sq ft 457,500.00 Leveling Course 5,700 sq ft 15.60 /sq ft 88,920.00 1,200 sq ft 18,720.00 2,000 sq ft 31,200.00 2,500 sq ft 39,000.00 Install Fabric Reinforcement 15,200 lin ft 13.52 /lin ft 205,504.00 4,200 lin ft 56,784.00 5,000 lin ft 67,600.00 6,000 lin ft 81,120.00 Asbestos Abatement - CLA, common areas*22.00 /sq ft 0.00 TBD*TBD*TBD* Pearl St. Ramp Girder Repair/Strengthening 25,000.00 0.00 0.00 25,000.00 US Bank Canopy Removal 50,000.00 0.00 0.00 50,000.00 $5,949,504.40 $1,896,652.40 $1,877,960.00 $2,174,892.00 952,000.00 303,000.00 300,000.00 348,000.00 300,000.00 100,000.00 100,000.00 100,000.00 7,201,504.40 2,299,652.40 2,277,960.00 2,622,892.00 0.00 $7,201,504.40 $2,299,652.40 $2,277,960.00 $2,622,892.00 2023 Dollars $2,391,638.50 2024 Dollars $2,463,841.54 2025 Dollars $2,950,396.79 Costs not included: Asbestos abatement ($22/sq ft) Increase in repair quantities due to ongoing deterioration prior to repair Inflation 4% 0 2025 Estimated Quantity 0 0 2024 Estimated Quantity 0 0 2023 Estimated Quantity 0 Engineering Total Construction Cost Subtotal General Conditions (16%) Contingency Allowance Subtotal BACR Quote Repair Item Remaining Work after 2022 2019 Estimated Quantity Unit Cost (BACR 2021) KJLMNPQRSTUVWXYZAAAA.517181920212223242526272830323436394143454746.55151.552.5535455Z.533.447.549X.5R.5L.5K.5KJLMNPQRSTUVWXYZAAAA.5Z.5X.5R.5L.5K.517181920212223242526272830323436394143454746.55151.552.553545533.447.549CENTER COURT123456789RAMPRAMPABCDE-1FIE-3HE-2G14 BAYS@ 30'-0" = 420'-0"15'-0"15'-0"15'-0"15'-0"13'-5"6'-10"15'-0"15'-0"465'-0"21 BAYS @ 30'-0" = 630'-0"19'-6"64'-6"22'-358"30'-0"17'-3"26'-0"36'-3"15'-0"15'-0"15'-0"776'-3"36'-3"43'-3"47'-3"49'-6"EXPANSIONJOINT, TYP.45'-0"KJLMNPQRSTUVWXYZAA17181920212223242526272830323436394133.417181920212223242526272830323436394133.4AA.5Z.5X.5R.5L.5K.5123456RAMPABCDE-1F14 BAYS@ 30'-0" = 420'-0"15'-0"15'-0"15'-0"15'-0"13'-5"6'-10"15'-0"15'-0"465'-0"15 BAYS @ 30'-0" = 450'-0" 15'-0"Consultants1A122334455BCDEABCDEProjectClientDescriptionMarkDateProject No.DateDrawnCheckedScaleSheet TitleSheet No.Headquarters & Laborator ies : No r thbrook , Il l ino isAtlan ta | Aus t in | Bos ton | Ch icago | C leve land | Da l las | Denver | De t roitHonolu lu | Hous ton | Los Ange les | Minneapo l is | New Haven | New Yo rkPhilade lph ia | Pr inceton | San F ranc isco | Sea tt le | Sou th F lor ida | Wash ington , D .C. ©Copyright 2020. All rights reserved. No part of this document may be reproduced in any form or by any means withoutpermission from Wiss, Janney, Elstner Associates, Inc. (WJE). WJE disclaims any responsibility for its unauthorized use.Plotted: 2/27/2020 9:56 AM by Gregor, Tim File Name: p:\2016\2016.6xxx\2016.6017.1 - 2020 city center parking garage repairs (tag)\06 drawings\Sheets\S-1.1 StructuralPlans.dwg SealENGINEERSARCHITECTSMATERIALS SCIENTISTSWiss, Janney, Elstner Associates, Inc.330 Pfingsten RoadNorthbrook, Illinois 60062847.272.7400 tel | 847.291.9599 faxwww.wje.comTHIS SHEET PLOTS FULL SIZEAT 18x24 (INCHES)01/2"1"2"S-1.12/10/2020AHDTAGAs Noted2016.6017.1 2/26/20ALTERNATE WORK            Structural PlansCity Center334 City CenterOshkosh, Wisconsin 549012020 Concrete andWaterproofing Repairs334 City CenterOshkosh, Wisconsin 54901A L T E R N A T E W O R K1SCALE: 1/64" = 1'-0"Structural Plan - Parking Level 22SCALE: 1/64" = 1'-0"Structural Plan - Parking Level 3N SKYLIGHT (TYP.)SKYLIGHT (TYP.)NS-1.31NOTES:1.SEE SHEETS S-1.2 AND S-1.3 FOR AREAS OF WORK AND SPECIFIC WORK ITEMS.2.CLEAR HEIGHT FROM GROUND TO BOTTOM OF GIRDERS FOR LEVEL 2 ISAPPROXIMATELY 14 FT.3.CLEAR HEIGHT FROM THE TOP OF LEVEL 2 TO THE BOTTOM OF GIRDERS FORLEVEL 3 IS APPROXIMATELY 9 FT.S-1.22S-1.21COMPLETED 2017&2020COMPLETED 2020COMPLETED 20182025 WORK2025 WORK2025 WORK2024 WORKCOMPLETED 20222023 WORK2025 WORKJOINT COMPLETEDIN 2017JOINT COMPLETEDIN 2018JOINT COMPLETEDIN 2017JOINT COMPLETEDIN 2020JOINT COMPLETEDIN 2020JOINT COMPLETEDIN 20202023 WORK2023 WORK2023 WORK2023 WORKCOMPLETED 2021COMPLETED 2021JOINTCOMPLETED IN20212023 WORK