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Contractor's Prig Proposal - Detail <br />Date, October 16, 2Q20 <br />Re. IQC truster Contract #: <br />FL-SEA-GC04-041019-TCI <br />Work Order* <br />08526> .00 <br />Oviner PO <br />Title. <br />Parktnrg revisions for ADA Compliance, at Gwen Margolis, Park <br />Contractor: <br />Team Contracting, Inc. <br />PropoGal 'Value: <br />$43,259.25 <br />Sect, atom Mace. <br />UOM Description <br />Ltne Total <br />Labor Equip. Material @Excludes) <br />No Categ= Copan <br />f 01 22 20 00 = S <br />HR LeborerFor tasks not inrJuded in the Canstruclion Task Catelogikl) and as <br />5603.21 <br />directed by owner only, <br />Quantity Unit Price Factor <br />Total <br />fnsta0ation 16.O0 x 37.16 x 1,1491 <br />683.21 <br />2laborers to work existing structure for new structura <br />2 0.1 22 20 00 0048 <br />HR Surveyor (instrument person) <br />S76B.44 <br />Quantity Unit Price Factor <br />Total <br />Installation 16.00 x 41,135 x 1.1491 = <br />769.44 <br />Layout handicap Stall and structure elevations, Layout angled parking stalls <br />3 01 22 20 00 0049 <br />HR Surveyor (Rod person) <br />5742,04 <br />Quantity Unit Price Factor <br />Ta1al <br />Installation 16.O0 x 40,36 x 1.1491 = <br />742.04 <br />Layout handicap stall and structure elevalions,. Layout angled porklllg stalls <br />4 01 22 23 00 11223 <br />EA Mobilization of Steel Roadway PlatesMotail¢ation Far esch site location- <br />5263.24 <br />Quantity Unit Price Factor <br />Total <br />Instagallon 1.00 x 229.O8 x 1.14131 - <br />263.24 <br />5 01 22 23 UOO 0225 <br />DAY 1' x Tx B' Steel Plate <br />5150.42 <br />Quantity Unit Price Factor <br />Tolal <br />Installation 5-00 x 26-18 x 1.1491 - <br />150.42 <br />6 111 22 23 0419261 <br />DAY $' Read Broom, Sell Propelled Street Sweeper With Full -Time Operator <br />56T9.at) <br />Quantity Unit Price Factor <br />Total <br />Installation 1.00 x 591.33 x 1,1401 - <br />679.50 <br />7 01 22 23 W 0413 <br />DAY 11,000 LB Mini -Excavator V ith FO-Tiime Operator <br />Quantity Unit trice Factor <br />Total <br />_ <br />Instatfailon 2.00 x 840.75 x 1.1491 <br />1,932,21 <br />Excavate around existing structure and unload new top <br />8 01 55 26 00 0034 <br />DAY Channelizar Drum <br />$2013.fi6 <br />Quantity Unit Price Factor <br />Total <br />Installation 140.00 x 1.67 x 1.1491 T <br />Z8$.66 <br />20 drums x 7 days <br />9 GI 71 13 00 0003 <br />EA Equipment Delivery, Pickup, Mobtfizalion And DemobiliZativn Using ATrador <br />$3,672.70 <br />Trailer Win Up To 53' Bedlncluxles loading, tie -down of equipment, delivery of <br />equipment, off loading on site, rigging, dismantling, loading for return and <br />transporting away. For equipment suo as bultdozers, motor scrapers, <br />hydraulic excavalors, gradalls, road, graders, toader-ba0hoes, hetryy duty <br />construction loaders,, LVEICA S, pavers, r09lerS, bridge fnishars, straight mast <br />constructlan forklifts, telescoping boom rough terrain construction forklifts. <br />telescoping and articulating boom manliifts with >40' tram lengths, etc. <br />Quantity Unit Nee Factor <br />Total <br />I nsta0allon 5.00 x 639.23 x 1.1491 - <br />3 572 70 <br />Milling machina, sweeper, paving machine, asphalt drum roller and excavator <br />Contractor's Price Proposal - Detail Pane 1 of <br />10tif3f2020 <br />