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• <br /> Florida Engineering&Development Corp <br /> 12076 NW 98th Ave. `' ..',7 • <br /> Hialeah Gardens Fl.33018 4117.--t,7 FLORIDA ENGINEERING <br /> &DEVELOPMENT CORP. <br /> E,IOUNEERe1O CONTRACTOR. <br /> I,rsrrar.I'I I.I?" !RYNI , <br /> Project:NE 174th Street Roadway Improvements <br /> Scope of work:change to 7 feet the width of the Sidewalk to 7 feet,change the curbs at the medians to Type 0 curb <br /> Cotract time add:20 days. <br /> Location: NE 174th Street <br /> Date: 1/27/16 <br /> PROPOSED CHANGE ORDER No. 6 OPTION 4 Sidewalk 7'Widening <br /> II. WEST OF NBR' PHASE V <br /> Limits of the work: <br /> From STA 9+68.88 to 19+75 1006.12 If <br /> No. Item Qty Unit Unit Price Total <br /> A) General Conditions PHASE V <br /> 31 Project Manager 8 Hrs $ 70.00 $ 560.00 <br /> 32 Project Superintendent 80 Hrs $ 60.00 $ 4,800.00 <br /> 33 Truck Superintendent 10 Day $ 57.50 $ 575.00 <br /> 34 Survey Crew 12 hrs $ 130.00 "$ 1,560.00 <br /> Sub-Total Gen Conditions.PHASE V $ 7,495.00 <br /> B) MOT(item 2 Contract) PHASE V <br /> 35 Police Officer 80 Hrs S 60.00 $ 4,800.00 <br /> 36 Barricades/Signs 10 Day $ 355.00 S 3,550.00 <br /> Sub-Total MOT Police PHASE V $ 8,350.00 <br /> C) Demolition PHASE V • <br /> Limits of demolition: <br /> ASPHALT Demolition 5 ft wide both sides of PHASE V 2040 If <br /> Labor <br /> 37 Foreman 40 Hrs $ 54.34 $ 2,173.60 <br /> 38 Operator(1) 32 Hrs $ 42.26 5 1,352.32 <br /> 39 Laborer(2) 80 Hrs $ 28.98 $ 2,318.40 <br /> Equipment <br /> 40 Backhoe 32 Hrs $ 105.00 $ 3,360.00 <br /> 41 Saw cut machine 32 Hrs $ 35.00 5 1,120.00 . <br /> 42 Truck(hauling) 8 Load $ 137.50 $ 1,100.00 <br /> Sub-Total Demolition PHASE V S 11,424.32 <br /> D) PHASE V ADD's:ONE feet to acomplish 7'feet wide Sidewalks <br /> 43 Additional one feet to acomplish 7'Wide 6"Thick Concrete sidewalk <br /> 3000 psi Including H/C Sidewalks 223 Sy $ 47.50 $ 10,592.50 <br /> 44 Drainage Structures Type P-2 top exchange 2.00 ea $ 3,582.00 $ 7,164.00 <br /> 45 Type D curb 1750 Lf $ 15.00 $ 26,250.00 <br /> 46 12"Limerock Base for Road Reconstruction 1360 sy $ 15.60 $ 21,216.00 <br /> 47 3"Type SP-9.5 Asphalt(2 Lifts)for Reconstruction Road 1360 sy $ 21.50 S 29,240.00 <br /> Sub-Total ADD'S PHASE V S 94,462.50 ' <br /> E) CREDITS: PHASE V <br /> 48 1'Milling of Existing Road for NE 174 ST West of North Bay Road 1,360 SY $ 2.80 $ (3,808.00) <br /> 49 (Item from Amendment No.2) 3"Type SP-9.5 Asphalt(2 equal Lifts) <br /> for Reconstructed Road(Contract Item 33)one(1)feet width trench <br /> restoration 421 SY $ 21.50 S (9,051.50) <br /> 50 Modified FOOT F-Curb 1,750 LF $ 18.00 5 (31,500.00) <br /> Sub-Total CREDITS PHASE V $ (44,359.50) <br /> SUB TOTAL WEST OF NBR $ 77,372.32 <br /> TOTAL EAST AND WEST PCO#6 $ 246,803.53 <br /> Omar Medina <br /> Florida Engineering <br />