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Florida Engineering&Development Corp <br /> 12076 NW 98th Ave. '4`'—T , <br /> Hialeah Gardens Fl.33018 :4FLORIDA ENGINEERING <br /> &DEVELOPMENT CORP. <br /> ENGINEER NO carnR+crca <br /> uc.rcr.,:.'w,7. !ay.nI <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 D 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 /> I. EAST OF NBR PHASE I, II, III,IV <br /> Limits of the work: <br /> From STA 20+40 to 36+64 North side of 174 1624 If <br /> From STA 20+40 to 36+52 South side of 174 1612 If <br /> No. Item Qty Unit Unit Price Total <br /> A) General Conditions PHASE I,11,111,IV <br /> 1 Project Manager 8 Hrs $ 70.00 $ 560.00 <br /> 2 Project Superintendent 80 Hrs $ 60.00 $ 4,800.00 <br /> 3 Truck Superintendent 10 Day $ 57.50 $ 575.00 <br /> 4 Survey Crew 16 hrs $ 130.00 S 2,080.00 <br /> Sub-Total General Conditions PHASE I,II,III,IV $ 8,015.00 <br /> B) MOT(item 2 Contract)PHASE I,II,III,IV <br /> 5 Police Officer 80 Hrs $ 60.00 S 4,800.00 <br /> 6 Barricades/Signs 10 Day $ 355.00 $ 3,550.00 <br /> Sub-Total MOT PHASE I,II,III,IV $ 8,350.00 <br /> C) Demolition PHASE I <br /> Limits of the additional demolition: <br /> Sidewalk 5'South side poured on PHASE I 493 sy <br /> FOOT F-Curb poured on PHASE I 842 If <br /> Modified Type F Curb poured on PHASE I 812 If <br /> 2'Valley Gutter poured on PHASE I 154 If <br /> Asphalt Demolition 5 ft both sides of PHASE I 512 sy <br /> Labor PHASE I <br /> 7 Foreman 32 Hrs S 54.34 S 1,738.88 <br /> 8 Operator(1) 32 Hrs $ 42.26 S 1,352.32 <br /> 9 Laborer(2) 64 Hrs S 28.98 $ 1,854.72 <br /> Equipment PHASE I <br /> 10 Backhoe 32 Hrs $ 105.00 $ 3,360.00 <br /> 11 Loader • 16 Hrs $ 86.25 $ 1,380.00 <br /> 12 Saw cut machine • 24 Hrs $ 35.00 $ 840.00 <br /> 13 Truck(hauling) 34 Load $ 137.50 S 4,675.00 <br /> Sub-Total Demolition PHASE I S 15,200.92 <br /> D) PHASE I ADD's:7'feet wide Sidewalks from NBR to Collins,Type D curb,from STA 20+40 to 28+60 <br /> 14 PHASE I, 7'Wide 6"Thick Concrete sidewalk 3000 psi Including 774.67 sy S 47.50 $ 36,796.67 <br /> H/C Sidewalks ramp <br /> 15 PHASE I FDOT F-Curb 842.00 If S 17.20 $ 14,482.40 <br /> 16 PHASE I Type D curb 812.00 If S 15.00 $ 12,180.00 <br /> 17 PHASE I 2'Valley Gutter 154.00 If $ 154.00 S 23,716.00 <br /> 18 PHASE I Detectable Warning Surface(Contract Item 44) 13 Ea $ 340.00 $ 4,420.00 <br /> 19 PHASE I Drainage Modifications structures 21 and 16 1 Is $ 2,570.00 S 2,570.00 <br /> 20 PHASE I 3"Type SP-9.5 Asphalt(2 Lifts)for Reconstruction Road East 512 sy $ 21.50 S 11,017.56 <br /> of NBR <br /> 21 PHASE I 12"Limerock Base for Road Reconstruction 512 sy S 15.60 $ 7,994.13 <br /> Sub-Total ADDS PHASE I $ 113,176.76 <br />