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Home My WebLink About2022-231AWork Order Signature Document FZIQC Contract No.: FL-R10-GC11-111821-JLC FNew Work Order a Modify an Existing Work Order Work Order Number.: 108272.00 Work Order Date: 10/27/2022 Work Order Title: Indian River County - Archie Smith Fish House Pavilion / Demo Owner Name: Indian River County Contractor Name: Johnson-Laux Construction, LLC Contact: Beth Powell Contact: James Powell Phone: 772.226.1873 Phone: 407-453-2261 Work to be Performed Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of EZIQC Contract No FL-R10-GC11-111821-JLC. Brief Work Order Description: Time of Performance Estimated Start Date: Estimated Completion Date: Liquidated Damages Will apply: El Will notapply: Y Work Order Firm Fixed Price: $508,407.90 Owner Purchase Order Number: Approvals Digitally signed by: Jennifer Hyde Jennifer H yd eD CN = Jennifer Hyde email = Cie@ircgov.com C = US O = Indian River unty, OU = Purchasing Manager Date: 2023.06.16 10:02:55 -04'00' Owner Date ;Vm e& 05/18/2023 Contractor Date Work Order Signature Document Page 1 of 1 1 OJ2712022 Sourcewell Detailed Scope of Work To: James Powell From: Beth Powell Johnson-Laux Construction, LLC Indian River County 650 Garden Commerce Parkway 1801 27th St Winter Garden, FL 34787 Vero Beach, FL 32960 407-453-2261 772.226.1873 Date Printed: October 27, 2022 Work Order Number: 108272.00 Work Order Title: Indian River County - Archie Smith Fish House Pavilion / Demo Brief Scope: Preliminary F� Revised ❑X Final The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the items set forth below shall be considered part of this scope of work. Please see the attached Scope of Work. Subject to the terms and conditions of JOC Contract FL-R10-GC11-111821-JLC. Contractor Owner vale wr-na Scope of Work Page 1 of 1 10/27/2022 Contractor's Price Proposal - Summary Date: October 27, 2022 Re: IQC Master Contract #: FL-RIO-GC11-111821-JLC Work Order #: 108272.00 Owner PO #: Title: Indian River County - Archie Smith Fish House Pavilion / Demo Contractor: Johnson-Laux Construction, LLC Proposal Value: $508,407.90 Alternate $47,796.24 Base Bid $460,611.66 Proposal Total $508,407.90 Thisl total represents the correct total for the proposal. Any discrepancy between line totals, sub -totals and the proposal total is due to rounding. Contractor's Price Proposal - Summary Page 1 of 1 10/27/2022 Contractor's Price Proposal - Detail Date: October 27, 2022 Re: IQC Master Contract #: FL-13I0-GC11-111821-JLC Work Order #: 108272.00 Owner PO #: Title: Indian River County - Archie Smith Fish House Pavilion / Demo Contractor: Johnson-Laux Construction, LLC Proposal Value: $508,407.90 Sect. Item Mod. UOM Description Line Total Labor Equip. Material (Excludes) Alternate 1 01 22 23 00 0279 DAY 1,500 LB Capacity, 60" Wide, Skid -Steer Loader With Full -Time Operator $1,905.11 Quantity Unit Price Factor Total Installation= 2.00 x 769.93 x 1.2372 1,905.11 material handling and fence pulling 2 01 22 23 00 0353 DAY 7/8 To 1 CY Hydraulic Excavator With Full -Time Operator $2,376.78 Quantity Unit Price Factor Total Installation= 2.00 x 960.55 x 12372 2,376.78 excavation of the existing piers for the fish house 3 01 71 13 00 0002 EA Equipment Delivery, Pickup, Mobilization And Demobilization Using A Rollback $292.56 Flatbed Trucklncludes loading, tie -down of equipment, delivery of equipment, off loading on site, rigging, dismantling, loading for return and transporting away. For equipment such as trenchers, skid -steer loaders (bobcats), industrial warehouse forklifts, sweepers, scissor platform lifts, telescoping and articulating boom man lifts with up to 40' boom lengths, etc. Quantity Unit Price Factor Total Installation 100 x 236.47 x 1.2372 292.56 equipment delivery for the skid steer 4 01 71 13 00 0003 EA Equipment Delivery, Pickup, Mobilization And Demobilization Using A Tractor $1,088.30 Trailer With Up To 53' Bedlncludes loading, tie -down of equipment, delivery of equipment, off loading on site, rigging, dismantling, loading for return and transporting away. For equipment such as bulldozers, motor scrapers, hydraulic excavators, gradalls, road graders, loader-backhoes, heavy duty construction loaders, tractors, pavers, rollers, bridge finishers, straight mast construction forklifts, telescoping boom rough terrain construction forklifts, telescoping and articulating boom man lifts with >40' boom lengths, etc. Quantity Unit Price Factor Total Installation= 1.00 x 879.65 x 1.2372 1,088.30 excavator mobilization 5 01 74 19 00 0031 CY Traditional Building Construction Materials Landfill Dump Fee $12,716.50 Quantity Unit Price Factor Total Installation 585.00 x 17.57 x 12372 = 12,716.50 landfill dump fees. 1052 SF building footprint x 15' Height = 15780 CF / 27 = 584.44 CY 6 01 74 19 00 0037 CYM Hauling On Paved Roads, First 15 Miles $9,119.40 Quantity Unit Price Factor Total Installation 8,775.00 x 0.84 x 12372 = 9,119.40 hauling of debris from demolition. 585 CY x 15 7 01 74 19 00 0038 CYM Hauling On Paved Roads, Miles Over Initial 15 Miles $2,062.72 Quantity Unit Price Factor Total Installation 2,925.00 x 0.57 x 12372 = 2,062.72 hauling of debris from demolition. 585 CY x 5 8 02 41 16 13 0018 CCF By Machine, Wood Frame Construction Building Demolition $4,165.63 Quantity Unit Price Factor Total Installation 158.00 x 21.31 x 12372 = 4,165.63 demo of the fish house Contractor's Price Proposal - Detail Page 1 of 10 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108272.00 Work Order Title: Indian River County - Archie Smith Fish House Pavilion / Demo Alternate 9 02 41 16 13 0018 0004 MOD For Up To 500, Add $1,164.35 Quantity Unit Price Factor Total Installation - 147.28 x 6.39 x 1.2372 1,164.35 10 02 41 16 13 0018 0010 MOD For Volume Of Area Within 15' To An Adjacent Building, Add $1,281.84 Quantity Unit Price Factor Total Installation- 147.38 x 7.03 x 1.2372 1,281.84 11 02 41 16 13 0020 CCF Sorting Of Material Debris For Recycling Prior To Hauling Off $903.11 Quantity Unit Price Factor Total Installation 158.00 x 4.62 x 1,2372 - 903.11 salvaged siding and signage for reuse 12 02 41 16 13 0020 0004 MOD For Up To 500, Add $27171 Quantity Unit Price Factor Total Installation 158.00 x 1.39 x 1.2372 271.71 13 02 41 16 13 0061 CF Concrete Footing For Fence, Gate Or Playground Equipment Post, Etc. $1,908.06 Demolitionlncludes excavation. Quantity Unit Price Factor Total Installation 189.00 x 8.16 x 1.2372 1,908.06 removal of the existing piers for the fish house 14 02 41 16 13 0061 0080 MOD For >135 To 405, Deduct -$166.02 Quantity Unit Price Factor Total Installation 189.00 x -0.71 x 1.2372 = -166.02 15 02 41 19 13 0071 EA Saw Cut Minimum ChargeFor projects where the total saw cutting charge is $771.34 less than the minimum charge, use this task exclusively. This task should not be used in conjunction with any other tasks in this section. Quantity Unit Price Factor Total Installation 100 x 623.46 x 12372 = 771.34 saw cut existing fence 16 02 41 19 13 0333 EA Core Drill Minimum ChargeFor projects where the total core drilling charge is $613.53 less than the minimum charge, use task "Minimum Charge For Core Drilling" exclusively. Task "Minimum Charge For Core Drilling" should not be used in conjunction with any other tasks in this section. Does not apply to sections "Drilling In Concrete Per Inch Of Depth" or "Drilling In Brick Or Block Per Inch Of Depth". Quantity Unit Price Factor Total Installation = 1.00 x 495.90 x 12372 613.53 core drilling for new fence posts 17 02 42 21 47 0005 SF Removal Of Wood Strip Flooring And Salvage $1,991.76 Quantity Unit Price Factor Total Installation 1,563.00 x 1.03 x 12372 = 1,991.76 salvaged siding and signage for reuse 18 02 82 13 00 0002 HR Certified Asbestos Air Sampling Technician For Bulk Sampling Or Air $1,480.78 Monitoring Quantity Unit Price Factor Total Installation 24.00 x 49.87 x 12372 = 1,480.78 asbestos technician and reporting 19 02 82 13 00 0003 EA 48 Hours Or Longer Turnaround, (Bulk Point Counting) PLM Test, Asbestos $335.23 Testing Quantity Unit Price Factor Total Installation = 6.00 x 45.16 x 12372 335.23 asbestos sampling Contractor's Price Proposal - Detail Page 2 of 10 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108272.00 Work Order Title: Indian River County - Archie Smith Fish House Pavilion / Demo Alternate 20 02 82 13 00 0006 EA 48 Hours Or Longer Turnaround, (Bulk) TEM Test, Asbestos Testing $1,074.95 Quantity Unit Price Factor Total Installation 6.00 x 144.81 x 12372 = 1,074.95 asbestos sampling 21 32 31 13 13 0023 VLF 4" Diameter, Concrete Fill For Post Hole $139.41 Quantity Unit Price Factor Total Installation 18.00 x 6.26 x 1.2372 = 139.41 concrete fill for new posts 22 32 31 13 13 0083 LF 2-1/2" Outside Diameter Galvanized Steel Post, 7' To 10' In Length $525.12 Quantity Unit Price Factor Total Installation 36.00 x 11.79 x 12372 = 525.12 new intermediate and end posts. 4 posts @ 9' 23 32 31 13 13 0083 0134 MOD For Each Top Rail Fitting, Add $60.13 Quantity Unit Price Factor Total Installation 36.00 x 1.35 x 1.2372 60.13 24 32 31 13 13 0083 0150 MOD For Vinyl Coated, Add $248.97 Quantity Unit Price Factor Total Installation 36.00 x 5.59 x 1.2372 248.97 25 32 31 13 13 0090 LF 3" Outside Diameter Galvanized Steel Post, 7' To 10' In Length $370.79 Quantity Unit Price Factor Total Installation 18.00 x 16.65 x 1.2372 370.79 new terminal gate posts. 2 @ 9' 26 32 31 13 13 0090 0137 MOD For Each Top Rail Fitting, Add $4.58 Quantity Unit Price Factor Total Installation 2.00 x 1.85 x 11372 = 4.58 27 32 31 13 13 0090 0150 MOD For Vinyl Coated, Add $20.66 Quantity Unit Price Factor Total Installation 2.00 x 8.35 x 1,2372 = 20.66 28 32 31 13 13 0167 LF 1-5/8" Vinyl Coated Rail, 0.085" Wall Thickness, Tie Wires And Fittings $354.83 Quantity Unit Price Factor Total Installation 40.00 x 717 x 12372 = 354.83 new top rail 29 32 31 13 13 0186 LF 6' Full Height Vinyl Coated Fabric Chain Link #9 Gauge Fused, 2" Mesh $714,11 Quantity Unit Price Factor Total Installation= 40.00 x 14.43 x 1.2372 714.11 new fence fabric Subtotal for Alternate $47,796.24 Base Bid 30 01 22 16 00 0002 EA Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible $5,610.00 costs as directed by Owner. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee. If there are multiple Reimbursable Fees, list each one separately and add a comment in the "note" block to identify the Reimbursable Fee (e.g. sidewalk closure, road cut, various permits, extended warranty, expedited shipping costs, etc.). A copy of each receipt shall be submitted with the Price Proposal. Quantity Unit Price Factor Total Installation 5,100.00 x 1.00 x 1.1000 5,610.00 permit fee allowance Contractor's Price Proposal - Detail Page 3 of 10 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108272.00 Work Order Title: Indian River County - Archie Smith Fish House Pavilion / Demo Base Bid 31 01 22 16 00 0002 EA Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible $5,500.00 costs as directed by Owner. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee. If there are multiple Reimbursable Fees, list each one separately and add a comment in the "note" block to identify the Reimbursable Fee (e.g. sidewalk closure, road cut, various permits, extended warranty, expedited shipping costs, etc.). A copy of each receipt shall be submitted with the Price Proposal. Quantity Unit Price Factor Total Installation= 5,000.00 x 1.00 x 1.1000 5,500.00 longshoreman's insurance allowance as requested by owner. 32 01 22 16 00 0002 EA Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible $2,750.00 costs as directed by Owner. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee. If there are multiple Reimbursable Fees, list each one separately and add a comment in the "note" block to identify the Reimbursable Fee (e.g. sidewalk closure, road cut, various permits, extended warranty, expedited shipping costs, etc.). A copy of each receipt shall be submitted with the Price Proposal. Quantity Unit Price Factor Total Installation 2,500.00 x 1.00 x 1.1000 2,750.00 builders risk insurance allowance as requested by owner 33 01 22 16 00 0002 EA Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible $3,960.00 costs as directed by Owner. Insert the appropriate quantity to adjust the base cost to the actual Reimbursable Fee. If there are multiple Reimbursable Fees, list each one separately and add a comment in the "note" block to identify the Reimbursable Fee (e.g. sidewalk closure, road cut, various permits, extended warranty, expedited shipping costs, etc.). A copy of each receipt shall be submitted with the Price Proposal. Quantity Unit Price Factor Total Installation 3,600.00 x 1.00 x 1.1000 3,960.00 2% bond fee based upon contract value 34 01 22 20 00 0047 HR Senior Surveyor (Party Chief) $3,289.96 Quantity Unit Price Factor Total Installation 64.00 x 41.55 x 12372 - 3,289.96 topographic survey for the new dock and pavilion 35 01 22 20 00 0048 HR Surveyor (Instrument person) $2,768.95 Quantity Unit Price Factor Total Installation 64.00 x 34.97 x 12372 - 2,768.95 topographic survey for the new dock and pavilion 36 01 22 20 00 0049 HR Surveyor (Rod Person) $1,975.56 Quantity Unit Price Factor Total Installation= 64.00 x 24.95 x 1.2372 1,975.56 topographic survey for the new dock and pavilion 37 01 22 20 00 0055 HR Principal Architect $2,103.44 Quantity Unit Price Factor Total Installation 8.00 x 212.52 x 1.2372 = 2,103.44 stamped and sealed architectural drawings 38 01 22 20 000056 HR Senior Architect $3,706.06 Quantity Unit Price Factor Total Installation 16.00 x 187.22 x 12372 - 3,706.06 design of new dock and pavilion 39 01 22 20 00 0057 HR Architect $4,244.29 Quantity Unit Price Factor Total Installation= 24.00 x 142.94 x 1.2372 4,244.29 design of new dock and pavilion Contractor's Price Proposal - Detail Page 4 of 10 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108272.00 Work Order Title: Indian River County - Archie Smith Fish House Pavilion / Demo Base Bid 40 01 22 20 000058 HR Principal Engineer $2,103.44 Quantity Unit Price Factor Total Installation 8.00 x 212.52 x 1,2372 = 2,103.44 stamped and sealed engineered structural drawings 41 01 22 20 00 0059 HR Senior Engineer $9,615.72 Quantity Unit Price Factor Total Installation 48.00 x 161.92 x 1.2372 9,615.72 engineering for new dock and pavilion 42 01 22 20 00 0059 HR Senior Engineer $1,602.62 Quantity Unit Price Factor Total Installation 8.00 x 161.92 x 1.2372 = 1,602.62 geotechnical evaluation 43 01 22 20 00 0061 HR Draft Person $4,544.78 Quantity Unit Price Factor Total Installation 48.00 x 76.53 x 12372 = 4,544.78 drafting of new design drawings for teh dock and pavilion 44 01 22 23 00 0909 DAY 50' Deck Cargo Barge $1,059.55 Quantity Unit Price Factor Total Installation 1.00 x 856.41 x 1.2372 1,059.55 barge to collect geotechnical sample 45 01 22 23 00 0910 DAY 90' Deck Cargo Barge $30,083.51 Quantity Unit Price Factor Total Installation 20.00 x 1,215.79 x 12372 = 30,083.51 material cargo barge for the logistics of construction materials to the construction site 46 01 22 23 00 0913 DAY Barge Rental With Mounted Crane And Full-time Operatorincluding barge. $133,242.11 Quantity Unit Price Factor Total Installation x x 50.00 2,153.93 = 1.2372 133,242.11 constructing the new dock and pavilion from water. platform with equipment for material handling 47 01 45 23 00 0065 EA Standard Penetration With Split Spoon $51.27 Quantity Unit Price Factor Total Installation 2.00 x 20.72 x 1.2372 = 51.27 geotechnical sampling 48 01 45 23 00 0066 EA Split Spoon (Tripod) $95.69 Quantity Unit Price Factor Total Installation= 2.00 x 38.67 x 1.2372 95.69 geotechnical sampling 49 01 45 23 00 0188 HR Pile Driving Inspection4 hour minimum. $2,078.50 Quantity Unit Price Factor Total Installation 48.00 x 35.00 x 1.2372 2,078.50 pile inspection 50 01 45 29 00 0019 EA Soil Bearing Ratio, ASTM D1883 $910.21 Quantity Unit Price Factor Total Installation 2.00 x 367.85 x 1.2372 910.21 geotechnical sampling 51 01 45 29 00 0029 EA Permeability, ASTM D2434, Soil Borings Laboratory Test $805.89 Quantity Unit Price Factor Total Installation= 2.00 x 325.69 x 1.2372 805.89 geotechnical sampling Contractor's Price Proposal - Detail Page 5 of 10 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108272.00 Work Order Title: Indian River County - Archie Smith Fish House Pavilion / Demo Base Bid 52 01 45 29 00 0035 EA Classification Of Soil, ASTM D2487, Soil Borings Laboratory Test $214.90 Quantity Unit Price Factor Total Installation= 2.00 x 86.85 x 1.2372 214.90 geotechnical sampling 53 01 74 19 00 0014 EA 20 CY Dumpster (3 Ton) "Construction Debris" Includes delivery of dumpster, $3,304.21 rental cost, pick-up cost, hauling, and disposal fee. Non -hazardous material. Quantity Unit Price Factor Total Installation 4.00 x 667.68 x 1.2372 - 3,304.21 dumpster for construction waste 54 02 32 13 00 0002 EA Mobilization Of Drilling Crew $822.76 Quantity Unit Price Factor Total Installation 100 x 665.02 x 1.2372 822.76 geotechnical sampling 55 02 32 13 00 0004 LF Standard Auger Hole With Split Spoon Sample At 5' Intervals $743.43 Quantity Unit Price Factor Total Installation 30.00 x 20.03 x 12372 - 743.43 geotechnical sampling 56 02 41 13 15 0005 SF >6" To 8" Depth, Hydro Demolition, Using 40,000 PSI Water Jet $11,489.63 Quantity Unit Price Factor Total Installation 710.00 x 13.08 x 1.2372 11,489.63 jet pumping piles 57 05 05 23 00 1185 EA #10 Diameter x 2" Length, 304/18-8 Stainless Steel, Security Screw $7,514.51 Quantity Unit Price Factor Total Installation 2,292.00 x 2.65 x 1.2372 - 7,514.51 stainless steel screws for composite deck 58 05 05 23 001185 0197 MOD For >100, Deduct -$879.06 Quantity Unit Price Factor Total Installation 2,292.00 x -0.31 x 1.2372 - -879.06 59 05 05 23 00 1361 EA 3/4" Diameter, 304 Stainless Steel Hex Nut $384.62 Quantity Unit Price Factor Total Installation 116.00 x 2,68 x 12372 - 384.62 nuts 60 05 05 23 00 1442 EA 3/4" Inside Diameter, 304/18-8 Stainless Steel Flat Washer $238.24 Quantity Unit Price Factor Total Installation= 116.00 x 1.66 x 1.2372 238.24 washers 61 06 01 20 91 0002 SF Restoration Of Existing Decorative Woodworklncludes stripping to bare wood, $2,094.41 filling or patching, stain or paint to match existing. Quantity Unit Price Factor Total Installation 442.00 x 3.83 x 1.2372 2,094.41 reconfiguration of existing dock and railing 62 06 05 23 00 0007 EA 1-7/16" x 2-1/2" Galvanized Framing Angle Anchor (Simpson A34) $203.10 Quantity Unit Price Factor Total Installation 48.00 x 3.42 x 12372 - 203.10 angle anchors 63 06 05 23 00 0007 0103 MOD For >10 To 50, Deduct -$7.72 Quantity Unit Price Factor Total Installation 48.00 x -0.13 x 1.2372 -7.72 Contractor's Price Proposal - Detail Page 6 of 10 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108272.00 Work Order Title: Indian River County - Archie Smith Fish House Pavilion / Demo Base Bid 64 06 05 23 00 0029 EA 18 Gauge Stainless Steel Hurricane Clips (Simpson Strong Tie® H2.5SS) $617.83 Quantity Unit Price Factor Total Installation 82.00 x 6.09 x 1.2372 = 617.83 hurricane clips 65 06 05 23 00 0036 EA 1-1/2" Wide x 10-3/4" Long, 18 Gauge Rafter Anchor $161.95 Quantity Unit Price Factor Total Installation= 34.00 x 3.85 x 1.2372 161.95 rafter anchor 66 06 05 23 00 0036 0103 MOD For >10 To 50, Deduct -$6.73 Quantity Unit Price Factor Total Installation 34.00 x -0.16 x 1.2372 -6.73 67 06 05 23 00 0105 EA 3/4" Diameter x 8" Length, 304/18-8 Stainless Steel, Carriage Bolt $3,289.42 Quantity Unit Price Factor Total Installation 26.00 x 102.26 x 11372 = 3,289.42 bolts for balustrade 68 06 05 23 00 0105 0103 MOD For >10 To 50, Deduct -$16.73 Quantity Unit Price Factor Total Installation= 26.00 x -0.52 x 1.2372 -16.73 69 06 05 23 00 0107 EA 3/4" Diameter x 12" Length, 304/18-8 Stainless Steel, Carriage Bolt $18,494.90 Quantity Unit Price Factor Total Installation= 90.00 x 166.10 x 12372 18,494,90 timber pile fasteners and bracing fasteners 70 06 05 23 00 0107 0104 MOD For >50 To 100, Deduct -$561.19 Quantity Unit Price Factor Total Installation 90.00 x -5.04 x 1.2372 -561.19 71 06 05 23 00 0212 EA 1-1/4" Wide x 24" Long, 20 Gauge, Strap Tie (Simpson Strong Tie(& LSTA24) $261.30 Quantity Unit Price Factor Total Installation 66.00 x 3.20 x 12372 = 261.30 straps 72 06 05 23 00 0212 0121 MOD For >50 To 100, Deduct -$8.98 Quantity Unit Price Factor Total Installation 66.00 x -0.11 x 1.2372 -8.98 73 06 05 73 33 0002 MBF Preservative Treatment For Marine And Fresh Water Lumber $3,108.34 Quantity Unit Price Factor Total Installation 16.57 x 151.66 x 1.2372 3,108.34 marine grade lumber 74 06 11 16 00 0010 LF 2" x 10" Pressure Treated Wood Rafter $2,331.48 Quantity Unit Price Factor Total Installation= 624.00 x 3.02 x 1.2372 2,331.48 roof rafters, ridge board and fascia 75 06 11 16 00 0021 LF 2" x 12" Pressure Treated Wood Floor Joist $4,320.10 Quantity Unit Price Factor Total Installation= 1,024.00 x 3.41 x 12372 4,320.10 beams and joists 76 06 11 16 00 0029 LF 2" x 8" Pressure Treated Wood Purlin $1,030.93 Quantity Unit Price Factor Total Installation= 384.00 x 217 x 12372 1,030.93 collar ties Contractor's Price Proposal - Detail Page 7 of 10 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108272.00 Work Order Title: Indian River County - Archie Smith Fish House Pavilion / Demo Base Bid 77 06 11 16 00 0080 LF 2" x 4" Pressure Treated Wood Plate $117.09 Quantity Unit Price Factor Total Installation 56.00 x 1.69 x 12372 = 117.09 balustrade 78 06 11 16 00 0081 LF 2" x 6" Pressure Treated Wood Plate $353.15 Quantity Unit Price Factor Total Installation 128.00 x 2.23 x 1.2372 = 353.15 balustrade 79 06 11 16 00 0082 LF 2" x 8" Pressure Treated Wood Plate $2,438.77 Quantity Unit Price Factor Total Installation= 704.00 x 2.80 x 1.2372 2,438.77 bracing 80 06 11 16 00 0100 LF 4" x 4" Pressure Treated Wood Post $257,21 Quantity Unit Price Factor Total Installation 70.00 x 2.97 x 1.2372 = 257.21 balustrade 81 06 11 16 00 0131 LF 2" x 4" Pressure Treated Wood Blocking To Wood $389,72 Quantity Unit Price Factor Total Installation 100.00 x 3.15 x 12372 = 389,72 blocking for deck joists 82 06 16 33 00 0005 SF 5/8" Thick CDX Plywood Roof DeckingApplied to wood rafters. $1,432.48 Quantity Unit Price Factor Total Installation 706.00 x 1.64 x 12372 = 1,432.48 roof sheathing 83 06 16 33 00 0005 0006 MOD For Exterior CC Grade Plywood, Add $131.02 Quantity Unit Price Factor Total Installation 706.00 x 0.15 x 1.2372 131.02 84 06 51 13 00 0002 LF 2" x 6", Beam Or Girder, Recycled Plastic Lumber $16,498.06 Quantity Unit Price Factor Total Installation 1,524.00 x 8.75 x 1.2372 = 16,498.06 composite deck boards. typical length per board: 16'. Top accent piece for balustrade 85 06 51 13 00 0002 0102 MOD For All Other Colors (Except Black, Brown Or White), Add $5,222.82 Quantity Unit Price Factor Total Installation 1,524.00 x 2.77 x 1.2372 = 5,222.82 86 07 34 00 00 0018 SQ 30 Mil, Fire Rated, High Temperature, Fire Rated, Embossed Surface, Butyl $3,311.47 Rubber Based Adhesive, High Density Cross Laminated Polyethylene Reinforcement, Roofing Underlayment, Self -Adhering (Grace Ultra) Quantity Unit Price Factor Total Installation 7,06 x 379.12 x 1,2372 - 3,311.47 roofing underlayment 87 07 41 13 00 0032 SF Architectural 24 Gauge Galvanized Steel Standing Seam Concealed Fastener $7,293.42 Roofing Quantity Unit Price Factor Total Installation 706.00 x 8.35 x 1.2372 7,293.42 metal roof for pavilion 88 07 41 13 00 0032 0008 MOD For 140 MPH Wind Load, Add $314.45 Quantity Unit Price Factor Total Installation= 706.00 x 0.36 x 12372 314.45 Contractor's Price Proposal - Detail Page 8 of 10 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108272.00 Work Order Title: Indian River County - Archie Smith Fish House Pavilion / Demo Base Bid 89 07 41 13 00 0032 0010 MOD For Up To 1,500, Add $1,825.54 Quantity Unit Price Factor Total Installation 706.00 x 2.09 x 1.2372 1,825.54 90 07 41 13 00 0039 LF Ridge Flashing For Galvanized Steel Standing Seam Concealed Fastener $560.93 Roofing Quantity Unit Price Factor Total Installation 2100 x 2159 x 12372 = 560.93 ridge flashing 91 07 41 13 00 0039 0008 MOD For 140 MPH Wind Load, Add $26.50 Quantity Unit Price Factor Total Installation 2100 x 102 x 12372 = 26.50 92 07 41 13 00 0040 LF Eave Flashing For Galvanized Steel Standing Seam Concealed Fastener $2,031.68 Roofing Quantity Unit Price Factor Total Installation= 104.00 x 15.79 x 1.2372 2,031.68 eave flashing 93 07 41 13 00 0040 0008 MOD For 140 MPH Wind Load, Add $115.80 Quantity Unit Price Factor Total Installation 104.00 x 0.90 x 1.2372 = 115.80 94 07 41 13 00 0042 LF Hip Flashing For Galvanized Steel Standing Seam Concealed Fastener $2,296.74 Roofing Quantity Unit Price Factor Total Installation 84.00 x 22.10 x 12372 = 2,296.74 hip flashing 95 07 41 13 00 0042 0008 MOD For 140 MPH Wind Load, Add $107.04 Quantity Unit Price Factor Total Installation 84.00 x 1.03 x 12372 = 107.04 96 07 62 19 00 0159 LF >5" To 7" Girth, 24 Gauge, Galvanized Steel Drip Edge $822,49 Quantity Unit Price Factor Total Installation= 120.00 x 5.54 x 12372 822.49 drip edge 97 31 08 13 00 0002 EA Pile Load Test, 50 To 100 Ton Design Load $37,167.89 Quantity Unit Price Factor Total Installation 1.00 x 30,041.94 x 12372 = 37,167.89 pile load testing 98 31 08 13 00 0002 0095 MOD For Barge Mounted Testing, Add $14,867.16 Quantity Unit Price Factor Total Installation 1.00 x 12,016.78 x 12372 = 14,867.16 99 31 08 13 00 0002 0096 MOD For Testing In Wet/Soft Soil Condition, Add $11,150.36 Quantity Unit Price Factor Total Installation 100 x 9,012.58 x 12372 = 11,150.36 100 31 25 14 23 0015 LF 4' High, 18 Oz PVC Coated Polyester, Type 2 DOT Turbidity Curtain $5,559.98 Quantity Unit Price Factor Total Installation= 200.00 x 22.47 x 1.2372 5,559.98 turbidity curtain 101 31 25 14 23 0033 EA 25 LB, Turbidity Curtain Anchor Systemincludes anchor, anchor chain, and $5,364.99 marker buoy and rope. Quantity Unit Price Factor Total Installation 5.00 x 867.28 x 1.2372 5,364.99 turbidity anchor system. anchor every 6' Contractor's Price Proposal - Detail Page 9 of 10 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108272.00 Work Order Title: Indian River County - Archie Smith Fish House Pavilion / Demo Base Bid 102 31 48 33 00 0002 EA Micro -Pile Mobilization Per Job $1,855.92 Quantity Unit Price Factor Total Installation 100 x 1,500.10 x 12372 - 1,855.92 pile crew mobilization 103 31 48 33 00 0003 EA Relocate And Set-up Micro -Pile Equipment At New Pile Cap Location $11,599.68 Quantity Unit Price Factor Total Installation 25.00 x 375.03 x 12372 - 11,599.68 relocation of pile equipment for each pile 104 31 62 19 00 0003 LF >30' To 39', 12" Butt x 8" Tip, Friction Or End Bearing, Driven Treated Wood $33,172.43 Pile Quantity Unit Price Factor Total Installation 975.00 x 27.50 x 12372 - 33,172.43 SYP Timber piles 105 31 62 19 00 0003 0108 MOD For Piles Driven In Water, Add $12,460.77 Quantity Unit Price Factor Total Installation 975.00 x 10.33 x 12372 - 12,460.77 106 32 31 13 13 0184 LF 4' Full Height Vinyl Coated Fabric Chain Link #9 Gauge Fused, 2" Mesh $618.90 Quantity Unit Price Factor Total Installation 52.00 x 9.62 x 12372 - 618.90 fence fabric for balustrade Subtotal for Base Bid $460,611.66 Proposal Total $508,407.90 This total represents the correct total for the proposal. Any discrepancy between line totals, sub -totals and the proposal total is due to rounding. Contractor's Price Proposal - Detail Page 10 of 10 10/27/2022 Subcontractor Listing Date: October 27, 2022 Re: IQC Master Contract #: Work Order #: Owner PO #: Title: Contractor: Proposal Value: FL -R1 O-GC11-111821-JLC 108272.00 Indian River County - Archie Smith Fish House Pavilion / Demo Johnson-Laux Construction, LLC $508,407.90 Name of Contractor Duties Amcuit % No Subcontractors have been selected for this Work Order $000 000 Subcontractor Listing Page 1 of 1 10/27/2022 650 GARDEN COb1AiERCE PARKWAY, SUITE 100 TOHN (SON idh LA V Y`11 WINTER GARDEN, 34787 J v U PHONE 407.77 70.2180 CON STRUCTION FAx 407.770.2181 09/01/2022 PROJECT: Indian River County: Archie Smith Fish House Pavilion SUBJ: Scope of Work Summary Scope: This project consists of new decking and a pavilion at the Archie Smith Fish House located at 1740 North Indian River Drive Sebastian, FL 32958. Detailed Scone of Work: Provide labor, material, and equipment in accordance with the site walk performed on 7/28/2022 and the reference drawings by Atelier Architecture, Engineering, Construction Incorporated dated 7/28/2014. Base Bid: Design and engineering for new deck, foundation, and pavilion - New deck and pavilion to go in footprint of where the existing Ice House was located (approximately 21' x 31') o Light fixtures in the pavilion and light poles on the walkway are excluded o Painting is not included - New wood railing to match the existing railing Alternate: - Demo of the existing Fish House Reconfigure and provide new chain link fencing to match existing - Salvage signage and shiplap for repurpose o Salvage materials to be turned over to the county after removal o Contractor not responsible for storage or transporting salvage material - Asbestos testing of the existing of Fish House. Any abatement to be addressed in a supplemental proposal pending initial test results Clarifications: Work to be performed during normal/regular business hours as defined: Monday through Friday, 7:00am to 3:30pm with holidays excluded Price proposal subject to change upon review of the engineered design drawings and details Owner is responsible for all power, water, HVAC, and wastewater safe -off and disconnection for the existing Fish House Building permit fee allowance included Any special or environmental permits/notices such as FDEP, Corps of Engineers, etc. to be done by others SWPPP management plan and water quality monitoring not included Dumpster to be provided by GC Davis -bacon wages / Certified payroll are not included Liability insurance included Builder's risk insurance included Long Shoreman's Insurance included Bond included As-Builts are included No Liquidated Damages Any unforeseen conditions are excluded - Johnson-Laux Construction is not responsible for delays to the schedule caused by others www.johnson-laux.com C(3C1519701 Archie Smith fish Nouse Pavilion - Preliminary Schedule Ir•.,r.rams Isa.w aa• .•rasy NOTE: Add/Alts Including the Demo of Existing House, Reconfiguration of Chain Link Fence, Sign and Siding Salvage, and Asbestos Testing Not Considered in This Preliminary Schedule (Reference Proposal and Scoped. i Work) s Receive Purtllase Order from Owner 1 day a bb setup and Subcontracts to Professional Service Vendors 5 days aaaa�t s Procure Design and Engineering Docu mt for Pemmbng 30 days ) s a a Review of Dmg, D ngs lComments and RevisbrssdNeeded) lOdays a� T RFls to A/E T needd Q tions and! Responses 10 days xaaaawa F Provide Design Documents [, Pawl:on S,bwntractor for Revieyv 5 days 1 AaINIet _ s Suomi[ Documents for Permitting/Issuance of Permit llLC to provide 30 days ....._! i Building Permit Only) e Any Special or Envirorvnental Permits or Notices By Owner (TBD) _ ss Product Submittals to Owner for Revisor and Acceptance _ Sdeso .__..! xaaaaaet .. a Material Procuremem Sdays .... u Rrlcahe HotiQ to Proceed (tom Otmer ss ketag Pedestrian Barricades and Logistics I day ra Geotechnical Evaluation and Sal Borings(Fkdd and leb Work) 10 days ^ Isstall Piles for New Structure _ 15 days .. ;. u Nle Inspectron... _ ...... 2 days_ ........ .. .j ra rs Construction of Deck, Pavilion, and lfanldrefN 45daysm- i as Inspecisom 5days n Substantial Completron � lday Avner Walk/Punch List Iday i ias v Final Acceptance and Closeout ..... ..` zs Wip Revise Schedule Rased on Acual Dates and Lead Times after Issuance ! j of PO _rs _...............� t' Upc,ming Holidays to be Incorporated Into Const—ion Schedule es jThanksgiving Holiday- No Work 1 day Thu 11/75/21 Thu 11/25/21 I n Christmas Holiday No Work 2 days Fn 12/24/21 Mon 12/27/21 ._..... sa New Year Haiday- No Work 3 tlays fn 12/31/23 Mon 1/3/22 ar Memorial Day Holiday. 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