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Home My WebLink About2022-231BWork Order Signature Document EZIQC Contract No.: FL-R10-GC11 -111821 -JLC F-xl Now Work Order F-1 Modify an Existing Work Order Work Order Number.: 108749.00 Work Order Date: 10/27/2022 Work Order Title: Indian River County - Jones Pier Residence Owner Name: SOURCEWELL - FL - Indian River Contractor Name: Johnson-Laux Construction, LLC County 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: Please see the attached Scope of Work. Time of Performance Estimated Start Date: Estimated Completion Date: Liquidated Damages VVIII apply: 1:1 Will riot applY7 Work Order Firm Fixed Price: $460,629.70 Owner Purchase Order Number: Approvals Digitally signed by: Jennifer Hyde Jennifer Hydin DN; CN = Jennifer Hyde email '�;�yfie@ircgov.com C = US 0 =Indian River County ou = Purchasing Manager Date: 2023.06.16 10:03:29 -04'00' Owner Date �a.�xed Pacoe& 05/18/2023 Contractor Date Work Order Signature Document Page 1 of 1 10127/2022 Detailed Scope of Work To: James Powell From: Beth Powell Johnson-Laux Construction, LLC SOURCEWELL - FL - 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: 108749.00 Work Order Title: Indian River County - Jones Pier Residence Brief Scope: Please see the attached Scope of Work. F7Preliminary 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-RIO-GC11-111821-JLC. Contractor Owner uate uaie Scope of Work Page 1 of 1 10/27/2022 Contractor's Price Proposal - Summary Date: October 27, 2022 Re: IQC Master Contract #: Work Order #: Owner PO #: Title: Contractor: Proposal Value: FL-RIO-GC11-111821-JLC 108749.00 Indian River County - Jones Pier Residence Johnson-Laux Construction, LLC $460,629.70 Section - 01 $150,053.58 Section - 02 $41,133.81 Section - 03 $18,672.02 Section - 04 $24,530.20 Section - 05 $69,241.64 Section - 06 $30,303.34 Section - 08 $6,511.63 Section - 26 $4,118.09 Section - 31 $95,838.92 Section - 32 $13,208.73 Section - 33 $7,017.74 Proposal Total $460,629.70 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 -R1 O-GC11-111821-JLC Work Order #: 108749.00 Owner PO #: Title: Indian River County - Jones Pier Residence Contractor: Johnson-Laux Construction, LLC Proposal Value: $460,629.70 Sect. Item Mod. UOM Description Line Total Labor Equip. Material (Excludes) Section - 01 1 01 22 16 00 0002 EA Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible $1,760.00 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 1,600.00 x 1.00 x 1.1000 1,760.00 builders risk insurance fee 2 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 permit fees 3 01 22 16 00 0002 EA Reimbursable FeesReimbursable Fees will be paid to the contractor for eligible $9,032.00 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 9,032.00 x 1.00 x 1.0000 9,032.00 2% bond fee based on contract value 4 01 22 20 00 0008 HR Cement MasonFor tasks not included in the Construction Task Catalog® and $8,824.70 as directed by owner only. Quantity Unit Price Factor Total Installation 160.00 x 44.58 x 1,2372 8,824.70 non -normal working conditions. cement masons and concrete finishers to be working underneath shored residence for excavation, pouring concrete, setting block, grouting cells and placing the connector straps 5 01 22 20 00 0047 HR Senior Surveyor (Parry Chief) $8,224.91 Quantity Unit Price Factor Total Installation 160.00 x 41.55 x 1.2372 8,224.91 survey, column line layout, grade staking, layout staking, final as built survey 6 01 22 20 00 0048 HR Surveyor (Instrument person) $5,191.79 Quantity Unit Price Factor Total Installation 120.00 x 34.97 x 1,2372 - 5,191.79 survey, column line layout, grade staking, layout staking Contractor's Price Proposal - Detail Page 1 of 12 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108749.00 Work Order Title: Indian River County - Jones Pier Residence Section - 01 7 01 22 20 00 0049 HR Surveyor (Rod Person) $3,704.18 Quantity Unit Price Factor Total Installation 120.00 x 24.95 x 1,2372 - 3,704.18 survey, column line layout, grade staking, layout staking 8 01 22 20 00 0058 HR Principal Engineer $1,051.72 Quantity Unit Price Factor Total Installation 4.00 x 212.52 x 12372 = 1,051.72 A/E to modify the existing structural drawings for permit to depict our specific scope of work 9 01 22 20 00 0058 HR Principal Engineer $2,103.44 Quantity Unit Price Factor Total Installation 8.00 x 212.52 x 1.2372 2,103.44 signed and sealed shoring plan 10 01 22 20 00 0059 HR Senior Engineer $1,602.62 Quantity Unit Price Factor Total Installation 800 x 16192 x 12372 = 1,602.62 evaluation and review of material testing 11 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 edit existing structural drawings for permit 12 01 22 20 00 0061 HR Draft Person $757.46 Quantity Unit Price Factor Total Installation 800 x 76.53 x 1,2372 757.46 edit existing structural drawings for permit 13 01 22 20 00 0061 HR Draft Person $2,272.39 Quantity Unit Price Factor Total Installation= 24.00 x 76.53 x 1.2372 2,272.39 creation of shoring plan 14 01 22 23 00 0155 WK Up To 2,000 CFM, Portable Negative Air Machine $884.92 Quantity Unit Price Factor Total Installation= 2.00 x 357.63 x 1.2372 884.92 2 negative air machines for mold sanitation x 1 week 15 01 22 23 00 0159 EA High Efficiency Particulate Air (NEPA) Filter, 99.99% Efficient At 0.3 Micron For $469.20 Portable Negative Air Machines Quantity Unit Price Factor Total Installation= 2.00 x 189.62 x 1.2372 469.20 filter 16 01 22 23 00 0160 LF Flexible Exhaust Duct For Portable Negative Air Machines $115.06 Quantity Unit Price Factor Total Installation 100.00 x 0.93 x 1,2372 115.06 exhaust duct for negative air machine 17 01 22 23 00 0284 MO 2,400 LB Capacity, 72" Wide, Skid -Steer Loader With Full -Time Operator $39,661.30 Quantity Unit Price Factor Total Installation 3.00 x 10,685.77 x 1,2372 39,661.30 skid steer used by multiple trades for the purposes of material handling, disposal, loading, grading, clearing, excavation, etc. 18 01 22 23 00 0291 DAY Hydraulic Hammer Attachment For Skid -Steer Loaders $1,023.59 Quantity Unit Price Factor Total Installation= 3.00 x 275.78 x 1.2372 1,023.59 hammer attachment to demo concrete stairs Contractor's Price Proposal - Detail Page 2 of 12 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108749.00 Work Order Title: Indian River County - Jones Pier Residence Section - 01 19 01 22 23 00 0295 WK Forklift Attachment For Skid -Steer Loaders $784.73 Quantity Unit Price Factor Total Installation 4.00 x 158.57 x 1.2372 784.73 material handling for lifting and shoring 20 01 22 23 00 0354 WK 7/8 To 1 CY Hydraulic Excavator With Full -Time Operator $20,992.71 Quantity Unit Price Factor Total Installation 4.00 x 4,241.98 x 1.2372 20,992.71 placing of fill dirt and grading 21 01 22 23 00 0545 DAY 4' Maximum Trench Depth, Ride -On Trencher With Full -Time Operator $1,735.45 Quantity Unit Price Factor Total Installation= 2.00 x 701.36 x 12372 1,735.45 installation of silt fence 22 01 22 23 00 0996 WK 6,000 LB Telescopic Boom, Hi -Reach, Rough Terrain Construction Forklift With $12,196.13 Full -Time Operator Quantity Unit Price Factor Total Installation 3.00 x 3,285.95 x 12372 = 12,196.13 material handling / unloading, placing, and moving of cmu 23 01 22 23 00 1382 DAY 18 CY Rear Dump Truck With Full -Time Truck Driver $2,306.41 Quantity Unit Price Factor Total Installation 100 x 1,864.22 x 12372 = 2,306.41 hauling off of cleared and grubbed materials 24 01 45 23 00 0012 EA Proctor Compaction 6" Standard Mold, Field Soils Test $1,516.51 Quantity Unit Price Factor Total Installation 4.00 x 306.44 x 1.2372 - 1,516.51 density compaction testing. 25 01 45 23 00 0016 EA Moisture Density Tests, Modified AASHTO T-180, ASTM D1557, Field Soils $933.74 Test Quantity Unit Price Factor Total Installation 4.00 x 188.68 x 1.2372 = 933.74 modified proctors 26 01 45 23 00 0018 EA Lime Rock Bearing Ratio, Field Soils Test $1,373.17 Quantity Unit Price Factor Total Installation 2,00 x 554.95 x 12372 = 1,373.17 lime rock bearing ratio 27 01 45 23 00 0077 EA Prepare 6 x 12 Concrete Cylinder And Deliver To Lab $81.80 Quantity Unit Price Factor Total Installation 4.00 x 16.53 x 12372 = 81.80 concrete testing 28 01 45 23 00 0078 EA 6 x 12 Cylinder Concrete Compression Test, ASTM C-39 Or ASTM D1633 $257.04 Quantity Unit Price Factor Total Installation 4.00 x 51.94 x 1,2372 - 257.04 concrete testing 29 01 45 23 00 0086 EA Concrete Slump Test, ASTM C143 $202.26 Quantity Unit Price Factor Total Installation 4.00 x 40.87 x 1.2372 = 202.26 concrete testing Contractor's Price Proposal - Detail Page 3 of 12 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108749.00 Work Order Title: Indian River County - Jones Pier Residence Section - 01 30 01 54 23 00 0048 SF 1/2" CD Grade Plywood, Temporary Lumber $948.59 Quantity Unit Price Factor Total Installation 512.00 x 1.41 x 1,2372 893.16 Demolition 160.00 x 0.28 x 1.2372 = 55.43 plywood to cover existing openings after the removal of the windows. removal of existing plywood covering windows 31 01 71 13 00 0002 EA Equipment Delivery, Pickup, Mobilization And Demobilization Using A Rollback $1,755.36 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 6.00 x 236.47 x 12372 - 1,755.36 equipment mobilization for skid steers and trencher 32 01 71 13 00 0003 EA Equipment Delivery, Pickup, Mobilization And Demobilization Using A Tractor $2,176.61 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 2.00 x 879.65 x 1.2372 2,176.61 mobilization of lull and excavator 33 01 71 36 00 0005 EA >4 To 8 Hours On Site, Electromagnetic (SIR/GPR) Survey, Earth, Concrete, $6,189.17 Masonry Or Asphalt Quantity Unit Price Factor Total Installation 200 x 2,501.28 x 1.2372 6,189.17 utility locating around the residence 34 01 71 36 00 0007 EA Standard Report For Electromagnetic (SIR/GPR) Survey, Earth, Concrete, $343.84 Masonry Or Asphaltlncludes a detailed description of the scope of work, inspection methods, and equipment used. Also includes visuals such as site locations, images of data, and site photos. Quantity Unit Price Factor Total Installation 1.00 x 277.92 x 1.2372 = 343.84 reporting from utility locates 35 01 74 19 00 0014 EA 20 CY Dumpster (3 Ton) "Construction Debris"Includes delivery of dumpster, $2,478.16 rental cost, pick-up cost, hauling, and disposal fee. Non -hazardous material. Quantity Unit Price Factor Total Installation 3.00 x 667.68 x 1.2372 2,478.16 construction debris and waste Subtotal for Section - 01 $150,053.58 Section - 02 36 02 41 16 13 0003 GSF Up To 2,000 SF Commercial Building Interior Demolition, Gutting And Placing $2,572.58 Into Dumpster Or Truck Quantity Unit Price Factor Total Installation 288.00 x 7.22 x 1.2372 2,572.58 selective interior demolition of walls to access sill plate for doweling areas Contractor's Price Proposal - Detail Page 4 of 12 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108749.00 Work Order Title: Indian River County - Jones Pier Residence Section - 02 37 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= 1.00 x 623.46 x 12372 771.34 saw cut for the removal of the windows 38 02 41 19 13 0288 IN 1/4" Diameter Drilling In Brick/Concrete Block Per Inch Of Depth $720.05 Quantity Unit Price Factor Total Installation 600.00 x 0.97 x 1.2372 720.05 drilling for lattice nailer 39 02 41 19 13 0298 IN 1/4" Diameter Drilling In Wood Or Plastic Per Inch Of Depth $624.89 Quantity Unit Price Factor Total Installation= 1,098.00 x 0.46 x 1.2372 624.88 drilling for lattice cap and divider. drilling for temporary plywood to cover windows 40 02 41 19 13 0333 EA Core Drill Minimum ChargeFor projects where the total core drilling charge is $5,521.75 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 9.00 x 495.90 x 12372 = 5,521.75 limited space and precise work to drill 9 locations for the threaded rod including set up and removal of equipment at each location. threaded rod to be drilled inside of the interior wall cavity through the sill plate, substructure and into the top of the block. 41 02 43 13 13 0010 SF >920 SF, Move Relocatable Wood/Metal Frame Building $28,130.96 Quantity Unit Price Factor Total Installation 1,440.00 x 15.79 x 1.2372 28,130.96 lifting and setting existing historical residence. Lifting of house to make the house stationary for the necessity of constructing the foundation. 42 02 83 19 13 0002 HR Certified Lead Sampling Technician For Bulk Sampling Or Air Monitoring $450.14 Quantity Unit Price Factor Total Installation 8,00 x 45.48 x 12372 = 450.14 certified technician to sample lead for TCLPs 43 02 83 19 13 0006 EA 24 Hour Turnaround Toxicity Characteristic Leaching Procedure (TCLP) Lead $539.42 Test And Lab Fee Quantity Unit Price Factor Total Installation 4.00 x 109.00 x 1.2372 539.42 TCLP of possible lead containing materials 44 02 83 19 13 0096 SF Demolish Concrete, Lead Contaminated Material $441.68 Quantity Unit Price Factor Total Installation= 50.00 x 7.14 x 1.2372 441.68 demo existing concrete stairs 45 02 83 19 13 0116 SF Demolish Siding, Lead Contaminated Material $806.46 Quantity Unit Price Factor Total Installation 672.00 x 0.97 x 1.2372 = 806.46 demo lattice 46 02 90 55 00 0398 ROL 6 Mil Visqueen, 32'x 400', For Emergency Clean-up $554.54 Quantity Unit Price Factor Total Installation 2.00 x 224.11 x 1.2372 = 554.54 after the removal of the windows they will be wrapped for storage Subtotal for Section - 02 $41,133.81 Contractor's Price Proposal - Detail Page 5 of 12 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108749.00 Work Order Title: Indian River County - Jones Pier Residence Section - 03 47 03 11 13 00 0004 SF Pile Cap, Pier Or Spread Footings Foundation Wood Formwork $1,915.68 Quantity Unit Price Factor Total Installation 316.00 x 4.90 x 1.2372 1,915.68 formwork for pier footings 48 03 11 13 00 0004 0001 MOD For <1,000, Add $332.31 Quantity Unit Price Factor Total Installation 316.00 x 0.85 x 1,2372 332.31 49 03 21 13 00 0038 LF #3, Grade 60, Columns, Galvanized Steel Reinforcement Bar $113.62 Quantity Unit Price Factor Total Installation 164.00 x 0.56 x 12372 113.62 #3 rebar in CMU pier 50 03 21 13 00 0040 LF #5, Grade 60, Columns, Galvanized Steel Reinforcement Bar $1,402.59 Quantity Unit Price Factor Total Installation 766.00 x 1.48 x 12372 1,402.59 #5 rebar in CMU pier 51 03 21 13 00 0068 LF #5, Grade 60, Footings, Galvanized Steel Reinforcement Bar $1,389.87 Quantity Unit Price Factor Total Installation 820.00 x 1.37 x 1.2372 1,389.87 #5 rebar in footings 52 03 31 13 00 0023 CY Concrete Pump, Place 3,000 PSI Concrete Spread FootingsExcludes pumping $3,841.46 equipment. Quantity Unit Price Factor Total Installation 16.00 x 194.06 x 1.2372 3,841.46 concrete footings 53 03 31 13 00 0023 0039 MOD For Up To 20, Add $312.76 Quantity Unit Price Factor Total Installation 16.00 x 15.80 x 1.2372 312.76 54 03 37 16 00 0010 HR 35 CY/HR, 66 HP Trailer Mounted Concrete Pumpincludes hoses $3,307.78 Quantity Unit Price Factor Total Installation 40.00 x 66.84 x 12372 - 3,307.78 concrete pump 55 03 61 16 00 0002 CY Cementitious Flowable Grout $6,055.95 Quantity Unit Price Factor Total Installation 16.00 x 305.93 x 1.2372 6,055.95 grout filling new piers Subtotal for Section - 03 $18,672.02 Section - 04 56 04 22 23 13 0019 SF 8" x 8" x 16", Cored, Normal Weight, Concrete Block $6,395.38 Quantity Unit Price Factor Total Installation 747.00 x 6.92 x 12372 - 6,395.38 16"x16" CMU piers 57 04 22 23 13 0019 0023 MOD For Stacked Bond, Add $1,321.59 Quantity Unit Price Factor Total Installation 747.00 x 1.43 x 12372 - 1,321.59 58 04 22 23 13 0019 0028 MOD For <10, Small Area Replacements (Individual Areas), Add $7,726.22 Quantity Unit Price Factor Total Installation 747.00 x 8.36 x 1.2372 7,72622 Contractor's Price Proposal - Detail Page 6 of 12 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108749.00 Work Order Title: Indian River County - Jones Pier Residence Section - 04 59 04 22 23 13 0021 SF 12" x 8" x 16", Cored, Normal Weight, Concrete Block $3,975.82 Quantity Unit Price Factor Total Installation 322.00 x 9.98 x 1.2372 3,975.82 12"x12" CMU piers 60 04 22 23 13 0021 0023 MOD For Stacked Bond, Add $740.98 Quantity Unit Price Factor Total Installation 322.00 x 1.86 x 1.2372 740.98 61 04 22 23 13 0021 0028 MOD For <10, Small Area Replacements (Individual Areas), Add $4,370.21 Quantity Unit Price Factor Total Installation 322.00 x 10.97 x 1.2372 4,370.21 Subtotal for Section - 04 $24,530.20 Section - 05 62 05 05 19 00 0176 EA 5/8" x 7" Long Chemically Adhered Anchor Rod $930.42 Quantity Unit Price Factor Total Installation 36.00 x 20,89 x 1.2372 - 930.42 threaded rod. multiplied quantity by 4. total length of each dowel is 24" 63 05 05 19 00 0176 0195 MOD For >10 To 50, Deduct -$21.38 Quantity Unit Price Factor Total Installation= 36.00 x -0.48 x 1.2372 -21.38 64 05 05 19 00 0186 EA 5/8" Chemical Adhesive For Bolt, Dowel Or Threaded Rod $132.39 Quantity Unit Price Factor Total Installation 9.00 x 11.89 x 1.2372 = 132.39 epoxy for new dowels 65 05 05 19 00 0205 EA 1/4" x 3-1/4" Tapcon Masonry Screw $991.00 Quantity Unit Price Factor Total Installation 150.00 x 5.34 x 1.2372 991.00 tepcons to fasten Veranda lattice nailer 66 05 05 19 000205 0197 MOD For >1 00, Deduct -$178.16 Quantity Unit Price Factor Total Installation 150.00 x -0.96 x 1.2372 -178.16 67 05 05 23 00 1167 EA 1/4"-28 x 3", Hex Washer Head, Teks® 5 Self Drilling Screw $802.60 Quantity Unit Price Factor Total Installation 204.00 x 3.18 x 1.2372 802.60 fasteners for the installation of the temporary plywood 68 05 05 23 001167 0197 MOD For >100, Deduct -$108.53 Quantity Unit Price Factor Total Installation 204.00 x -0.43 x 1.2372 -108.53 69 05 05 23 00 1180 EA #8 Diameter x 1-1/2" Length, 304/18-8 Stainless Steel, Security Screw $736.13 Quantity Unit Price Factor Total Installation 250.00 x 2,38 x 1.2372 - 736.13 screws to fasten Veranda divider and top and bottom caps 70 05 05 23 00 1180 0197 MOD For >100, Deduct -$89.70 Quantity Unit Price Factor Total Installation= 250.00 x -0.29 x 1.2372 -89.70 Contractor's Price Proposal - Detail Page 7 of 12 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108749.00 Work Order Title: Indian River County - Jones Pier Residence Section - 05 71 05 05 23 00 1343 EA 5/8" Diameter, Hot Dipped Galvanized Steel, Low Carbon/Grade 2 Hex Nut $11.91 Quantity Unit Price Factor Total Installation 9.00 x 1.07 x 1.2372 = 11.91 nuts 72 05 05 23 00 1425 EA 5/8" Inside Diameter, Hot Dipped Galvanized Steel Flat Washer $9.69 Quantity Unit Price Factor Total Installation 9.00 x 0.87 x 1.2372 9.69 washers 73 05 12 23 00 0004 TON >30-65 LB/LF Beams, Girders And Columns $41,712.27 Quantity Unit Price Factor Total Installation 6.56 x 5,139.49 x 1.2372 41,712.27 cross beams. 2 @ 12'x 40 lbs/ft & 8 @ 38'x 40 lbs/Ft 74 05 12 23 00 0006 TON >100-300 LB/LF Beams, Girders And Columns $24,313.00 Quantity Unit Price Factor Total Installation 6.60 x 2,977,52 x 1.2372 = 24,313,00 main beams. 1 @ 38'x 150 lbs/ft & 1 @ 50'x 150lbs/ft Subtotal for Section - 05 $69,241.64 Section - 06 75 06 05 23 00 0020 EA 14 Gauge Joist Hanger, For 4" x 6"-4" x 8" Joist, Also Acceptable For Beam $364.95 Hangers Quantity Unit Price Factor Total Installation 43.00 x 6.86 x 1,2372 364.95 LTA2 straps 76 06 05 23 00 0020 0103 MOD For >10 To 50, Deduct -$7.98 Quantity Unit Price Factor Total Installation 43.00 x -0.15 x 1.2372 -7.98 77 06 11 16 00 0150 LF 2" x 6" Pressure Treated Wood Blocking To Concrete $2,147.38 Quantity Unit Price Factor Total Installation 384.00 x 4.52 x 1,2372 - 2,147.38 lattice nailer 78 06 11 16 00 0156 SF 3/4" Thick Pressure Treated Wood Lattice $5,206.14 Quantity Unit Price Factor Total Installation 800.00 x 5.26 x 1.2372 5,206.14 new Veranda wood lattice 79 06 13 23 00 0041 LF 6" x 6", Pressure Treated, Heavy Timber Beam $19,621.00 Quantity Unit Price Factor Total Installation 1,920.00 x 8.26 x 1.2372 = 19,621.00 cribbing under the existing house to shore building 80 06 65 00 00 0045 LF 11/16" x 1-5/8" Drip Cap, Plastic Molding $2,080.87 Quantity Unit Price Factor Total Installation 384.00 x 4.38 x 1,2372 = 2,080.87 Veranda PVC cap. top and bottom of new lattice 81 06 65 00 00 0049 LF 1" x 4" Extruded Polyvinyl Chloride (PVC) Trimboard $890.98 Quantity Unit Price Factor Total Installation 11200 x 6.43 x 1,2372 = 890.98 Veranda PVC divider strip Subtotal for Section - 06 $30,303.34 Contractor's Price Proposal - Detail Page 8 of 12 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108749.00 Work Order Title: Indian River County - Jones Pier Residence Section - 08 82 08 52 11 00 0161 SF Removal And Reinstallation Of Wood Windows And Frames $6,511.63 Quantity Unit Price Factor Total Installation 360.00 x 14.62 x 1.2372 6,511.63 removal and salvage of the existing windows and turned over to the owner Subtotal for Section - 08 $6,511.63 Section - 26 83 26 05 29 00 0600 EA 48" x 46", 3" Thick, Polymer Concrete, Electrical Equipment Pad $4,118.09 Quantity Unit Price Factor Total Installation 8.00 x 416.07 x 1,2372 4,118.09 equipment pads to disperse the weight of the hydraulic jacks Subtotal for Section - 26 $4,118.09 Section - 31 84 31 05 13 00 0007 CY Common Fill, Native Soil/Dirt $33,504.76 Quantity Unit Price Factor Total Installation 759.00 x 35.68 x 1,2372 - 33,504.76 fill dirt 85 31 05 13 000007 0057 MOD For >96, Deduct -$5,662.38 Quantity Unit Price Factor Total Installation 759.00 x -6.03 x 1.2372 - -5,662,38 86 31 05 16 00 0008 CY #57 Stone Aggregate Fill (3/8" To 1") $978.08 Quantity Unit Price Factor Total Installation 16.00 x 49.41 x 1,2372 978.08 stone for stabilization underneath hydraulic jacks 87 31 05 16 00 0008 0054 MOD For >8 To 16, Add $97.79 Quantity Unit Price Factor Total Installation= 16.00 x 4.94 x 1.2372 97.79 88 31 11 00 00 0002 ACR Clear And Grub Light Trees Up To 6" Diameter, Cut And Chipincludes grub and $6,148.07 removal of stump Quantity Unit Price Factor Total Installation 100 x 4,969.34 x 1,2372 6,148.07 clear and grub around the existing residence 89 31 11 00 00 0015 CY Machine Loading Of Cleared And Grubbed Material $152.32 Quantity Unit Price Factor Total Installation 18.00 x 6.84 x 1.2372 152.32 loading of cleared material 90 31 23 16 36 0009 CY Excavation For Building Foundations And Other Structures By Hand in Soil $1,562.09 Quantity Unit Price Factor Total Installation= 20.00 x 63.13 x 1,2372 1,562.09 excavating new footings 91 31 23 16 36 0009 0013 MOD For Excavation In Heavy/Wet Material (Class C), Add $624.79 Quantity Unit Price Factor Total Installation 20.00 x 25.25 x 1.2372 624.79 92 31 23 16 36 0012 CY Relocating On Site Excavated Material From Excavation For Building $76.21 Foundations and Other Structures >100' to 300' Quantity Unit Price Factor Total Installation 20.00 x 3.08 x 1.2372 76.21 moving excavated soils from underneath the residence to the skid steer for disposal Contractor's Price Proposal - Detail Page 9 of 12 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108749.00 Work Order Title: Indian River County - Jones Pier Residence $3,436.87 Section - 31 Excavator, Backhoe, Loader 93 31 23 16 36 0012 0018 MOD For Up To 20, Add Total $76.21 Quantity Unit Price Factor Total Installation= 20.00 x 3.08 x 1.2372 76.21 94 31 23 16 36 0012 CY Relocating On Site Excavated Material From Excavation For Building $2,892.23 $5,549.70 Foundations and Other Structures >100' to 300' by Vibratory Plate, Air Tamper, Etcetera Quantity Unit Price Factor Total Installation 759.00 x 3.08 x 1.2372 2,892.23 relocating fill from truck to areas around structure compaction of fill dirt 95 31 23 16 36 0018 CY Backfilling Around Building Foundations And Other Structures By Hydraulic $3,436.87 Excavator, Backhoe, Loader Quantity Unit Price Factor Total Installation 759.00 x 3.66 x 1.2372 3,436.87 backfilling around structure 96 31 23 16 36 0021 CY Compaction Of Fill Or Subbase For Building Foundations and Other Structures $5,549.70 by Vibratory Plate, Air Tamper, Etcetera Quantity Unit Price Factor Total Installation= 759.00 x 5.91 x 1.2372 5,549.70 compaction of fill dirt 97 31 23 16 36 0022 CY Compaction Of Fill Or Subbase For Building Foundations and Other Structures $489.44 by Hand Quantity Unit Price Factor Total Installation 20.00 x 19.78 x 1.2372 = 489.44 compaction of footings 98 31 23 16 36 0024 SY Rough Grading For Building Foundations And Other Structures by Machine $62.87 Quantity Unit Price Factor Total Installation 77.00 x 0.66 x 1.2372 62.87 rough grade around structure 99 31 23 16 36 0025 SY Finish Grading For Building Foundations And Other Structures by Machine $101.93 Quantity Unit Price Factor Total Installation 77.00 x 1.07 x 1.2372 101.93 finish grading around structure 100 31 23 16 36 0026 SY Finish Grading For Building Foundations And Other Structures by Hand $1,156.04 Quantity Unit Price Factor Total Installation 160.00 x 5.84 x 12372 = 1,156.04 finish grading around piers 101 31 23 19 00 0004 LF >100' To 250' In Length Well Point System Delivery, Installation And Removal $9,229.51 Quantity Unit Price Factor Total Installation 200.00 x 37.30 x 12372 = 9,229.51 dewatering during construction of footers 102 31 23 19 00 0011 LFD >100' To 250' In Length Well Point System Rental (LF x Days = Quantity) $16,479.50 Quantity Unit Price Factor Total Installation 12,000.00 x 111 x 12372 = 16,479.50 dewatering during construction and placement of footers 103 31 23 19 000011 0127 MOD For>1 Month, Deduct -$4,602.38 Quantity Unit Price Factor Total Installation 12,000.00 x -0.31 x 12372 = -4,602.38 104 31 23 19 00 0016 HR Operation Costs $20,741.41 Quantity Unit Price Factor Total Installation 310.00 x 54.08 x 1.2372 20,741.41 dewatering during construction of footers Contractor's Price Proposal - Detail Page 10 of 12 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108749.00 Work Order Title: Indian River County - Jones Pier Residence Section - 31 105 31 25 14 26 0004 LF 2' High Silt Fence with Stakes at 6' On Center $934.09 Quantity Unit Price Factor Total Installation 500.00 x 1.51 x 12372 = 934.09 silt fence for erosion control 106 31 25 14 26 0017 LF Removal Of Silt Fence And Stakes $259.81 Quantity Unit Price Factor Total Installation= 500.00 x 0.42 x 12372 259.81 removal of silt fence 107 31 31 16 13 0003 SF Termite Pretreatment, Commercial Slab And Walls $1,549.96 Quantity Unit Price Factor Total Installation 1,440.00 x 0.87 x 1.2372 = 1,549.96 termite treatment Subtotal for Section - 31 $95,838.92 Section - 32 108 32 11 23 16 0006 SF 6" Crushed Aggregate Base Course For Sidewalks $154.77 Quantity Unit Price Factor Total Installation= 90.00 x 1.39 x 1.2372 154.77 base for the sidewalk 109 32 11 23 16 0006 0012 MOD For Up To 1,000, Add $42.31 Quantity Unit Price Factor Total Installation 90.00 x 0.38 x 1.2372 42.31 110 32 11 29 13 0002 SY 6" Thick FDOT Limerock $1,850.72 Quantity Unit Price Factor Total Installation 33.00 x 45.33 x 12372 - 1,850.72 stabilized subgrade for marl path and sidewalk 111 32 11 29 13 0002 0008 MOD For Up To 500, Add $396.84 Quantity Unit Price Factor Total Installation 33.00 x 9.72 x 1.2372 = 396.84 112 32 15 40 00 0004 CY Limestone Screenings For Trail $2,338.60 Quantity Unit Price Factor Total Installation= 32.00 x 59.07 x 1.2372 2,338.60 marl pathway 113 32 16 23 00 0013 SF 6" Cast In Place Concrete Sidewalk With Fiber Mesh $847.36 Quantity Unit Price Factor Total Installation 90.00 x 7.61 x 1.2372 = 847.36 concrete sidewalk 114 32 16 23 00 0013 0091 MOD For Up To 100, Add $325.14 Quantity Unit Price Factor Total Installation 90.00 x 2.92 x 1.2372 = 325.14 115 32 31 13 13 0016 CF Jackhammer Post Hole In Rock $2,132.10 Quantity Unit Price Factor Total Installation 49.00 x 35.17 x 12372 = 2,132.10 jackhammer existing blocks 116 32 92 23 00 0048 MSF >1,000 To 4,000 SF, Bahia Argentine Sod, Installed On Level Ground $5,120.89 Quantity Unit Price Factor Total Installation 810 x 511.00 x 1.2372 = 5,120.89 sod Contractor's Price Proposal - Detail Page 11 of 12 10/27/2022 Contractor's Price Proposal - Detail Continues.. Work Order Number: 108749.00 Work Order Title: Indian River County - Jones Pier Residence Subtotal for Section - 32 $13,208.73 Section - 33 117 33 05 07 23 0020 EA >36" Horizontal Jacking Minimum Set-up ChargeFor projects where the total $7,017.74 horizontal jacking charge is less than the minimum set-up 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 5,672.28 x 12372 - 7,017.74 set up hydraulic crib jacks, hoses and system Subtotal for Section - 33 $7,017.74 Proposal Total $460,629.70 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 12 of 12 10/27/2022 � � UAC[IA .. __ i. Subcontractor Listing Date: October 27, 2022 Re: IQC Master Contract #: FL -R1 O-GC11-111821-JLC Work Order #: 108749.00 Owner PO #: Title: Indian River County - Jones Pier Residence Contractor: Johnson-Laux Construction, LLC Proposal Value: $460,629.70 Name of Contractor Duties Amount % No Subcontractors have been selected for this Work Order $0.00 0.00 Subcontractor Listing Page 1 of 1 10/27/2022 JOHNSON dh LA x CON STR U CTION PROJECT: Indian River County: Jones' Pier Residence SUBJ: Scope of Work 650 GARDEN COMMERCE PARKWAY, SUITE 100 WINTER GARDEN, FL 34787 PHONE 407.770.2180 FAX 407.770.2181 09/22/2022 Summary Scope: This project consists of raising and shoring the existing house in order to construct a new foundation underneath. This is located at 7770 Jungle Trail, Vero Beach, FL 32963. Detailed Scone of Work: Provide labor, material, and equipment in accordance with the site walk performed on 7/28/2022 and the scope review call on 8/23/2022. Also reference the drawings by Donadio and Associates dated: 05/10/2021. - Cut and fill earth around the historic house - Horizonal and vertical survey control points and foundation layout survey is included with as-builts - Termite protection - Utility Locating - Material testing - Window removal and salvage is included o Windows are to be turned over to the owner for storage - Removal of existing concrete stairs and lattice - Lifting and shoring of the residence o Signed and sealed shoring plan is included - Remove existing block cmu foundation supports o Removal of any existing footing is excluded and is an unforeseen condition. If it is discovered that there is a foundation underneath the stacked blocks this will be addressed via supplemental change order - Sanitization and wipe down of interior walls is included for mildew control - Provide connectors underneath the existing house - Concrete stairs not included - Wood framed landing, stairs, and railing not included - Metal handrail on wood stairs not included - Provide new foundation and piers for building envelope only o Dewatering is included o Concrete foundations, stem walls, connectors and straps for the concrete and wood framed stairs are not included - New marl pathway - New sidewalk - New doweling connections to existing sill plate o Patching of interior walls is to be unfinished plywood - Provide PVC lattice JOHNSON o1u 1 -.Aux C O N S T R U C T 1 0 N Clarifications: - Work to be performed during normal/regular business hours as defined: Monday through Friday, 7:00am to 3:30pm with holidays excluded - No interior work is to take place other than what is specifically stated in the detailed scope of work above - Owner is responsible for all power, water, HVAC, and wastewater safe -off and disconnection - Over excavation/57 stone is not included for the footers - Lead, asbestos, and mold abatement not included. If TCLP sampling testing determines that the lead is hazardous, hazardous waste removal will be addressed via supplemental change order - Geotechnical evaluation is excluded - Any specialty permitting is not included such as environmental, discharge permit for dewatering, historical, etc. - Building permit fee included - Dumpster to be provided by GC - Certified Payroll / Davis -bacon wages are to be applied per determination provided - Liability insurance included - Builder's risk insurance included - Bond included - Any engineering, design, or drawings by JLC are excluded - Certified As-Builts survey included - No Liquidated Damages - Any unforeseen conditions are excluded - Johnson-Laux Construction is not responsible for delays to the schedule caused by other contractors www.johnson-laux.com CGC 151.9701 Jc,nbm; PIw Residence Madifkaticbms - Pr*Umimry Sdwduk Receive Pd— Ord. (— 0— l cl,,y --- - —1 :I" Fftvi� lode" A,c"—A C-1,bF, sp-ft - S� i5uwfl, DMI—I for ft"btmg/ Iss"'oe a P— (AC to provide 3.d., ) BuIkfi, Permit OrtV) i Any So 6.1 or E—,--] Perm is 01 Notktl By ow— (TBD) 4 : P, d.r, S,,o—W, t, Ow- for Re— SM Acceptance 10 cl." W P-11— SdM I d. - R-- Not- to Plolmd ftm C)—r I d" 'a lack rw s.ddk,,, ........ ... IOILSON ......... C3 L sbi,-V -W LBIMA 3 d.A ]day f ss mmt�tmltn I d. - .. .. .... . ..... 'a lack rw s.ddk,,, 5 d� ..... ...... ............ MRaseWx -ii,[S I et p . ark I I r I . . W1 I Dewatering I I Sn,— 2 d.^ ri 0— E*AWq Block FmWat,, 5 d,,in M-1 T.,Wg 21, Irtmall N" nwM,tikn and pi", 15 day aleTlrmill T-1-1 1(14 flower ark Secure Building on New Ic. 1-1— S diqF 2 dan CM and Fib Din 5 0, as I..lI Pr—.r "W. 2 d.,F as .pecti— 3 dan Su.—W C—Plei- tday r" Owner Walk / W,rch U. i d., Final Ac—t— ark Cl— w._. WIII Revise 5cheduk Based on Actual pates and Lc. OPO H�Thanksgiving Holiday -No work I day Thu 11/25121 Th, 11/25/21 ..Vd NO —k 2 d- Fri 12/24/21 M,r, 12/27/21 N— year Holiday. No Work 2 d- Fri 12131121 "-Memorial Day Holitlay NO Work 1d., Mon V29/23 Mw 5/29/23 ........ ... IOILSON ......... C3 L