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COURT STREET IMPROVEMENTS - 08-0035-EN - ADMINISTRATIVE CHANGE ORDER #1 & FINALADMINISTRATIVE CHANGE ORDER #1 & Final PROJECT: Court Street Improvements Project CONTRACTOR: Semper Fi Services, LLC 1611-12th Street E, Unit B Palmetto, FL 347221 DATE: Aril 15 2009 PROJECT NUMBER: 08-0035-EN PO REFERENCE NO.: ST 104893 DATE OF CONTRACT: 10 08 CODE: 0315-92558-563700-541-OOD-0D00 (A) 0315-92553-563700-541-000-0000 Osceola.Mast Arm (B) SCOPE OF CHANGE: THIS CHANGE ORDER ACCEPTS REVISIONS TO THE CONTRACT See attached sheet for additional items. STATEMENT OF CONTRACT AMOUNT ACCEPTED BY: ORIGINAL CONTRACT AMOUNT $626,25776 CHANGE ORDER #1 & Final $16,078.75 NEW CONTRACT AMOUNT $642,33651 ATTES ?a?OF TN??i? Cynth E. oudeau, Ci(y Cler ?? Z/(- p I? ??,) t Date:_ T ,z .! V C CITY OF CLEARWATER, in PINELLAS COUNTY, FLORIDA William B. Horne, II City Manager Semper Fi Services, LLC BY: Mark A. WM- AL) Date: l & 0 Witnesses: c Reco-Anded B City Clearwater Gary A`Johnson, CGC Public Services Director Michael D. Quillen, P.E. City Engineer Page 2 of 3 Adm. CO#1 & Final - Court Street Improvements Project (08-0035-EN) ITEM DESCRIPTION QUANTITY UNIT UNIT COST Code: 0315-92558-563700-541-000-0000 (A) Decreases 3 Commerical Material for Drvwy Mtn 5 Rock Bags 12 Ditch Bottom Inlet, Type G, P bottom 14 Pipe Culvert, round 18" SS 15 Tree Grates 43 SYS AUX (F&I) (UPS) 116 Thermoplastic (White) (Solid) (6") 117 Thermoplastic (White) (Solid) (8") 118 Thermoplastic (White) (Solid) (12") 119 Thermoplastic (White) (Solid) (18") 120 Thermoplastic (White) (Solid) (24") 129 Conduit (F&I) (Underground) (11/2") 130 Contingency Additions Material only, Ditch Bottom Inlet, Type G, P- 12b Bottom Materila only, Pipe Culvert (Opt. Material 14b (Round)(18" SS) 201. Tree Removal 203 Drill Shaft 1-1 delay due to conflicts 206 Enlarge bollard foundation to 24"x36" deep 207 Adjust Utility box 208 Lane Closure for City (Water Dept) 209 RFI #1 - Bollard/Tree Grate revisions Added Paving Limits & asphalt base at 210 patches Replace aluminum railing at Courthouse 211 steps 212 Remove & Replace bushes at courthouse 213 Survey Items 214 Photo Cell TOTAL 150 CY $ 10.00 ($1,500.00) 107 EA $ 1.00 ($107.00) 1 EA $ 5,821.00 ($5,821.00) 224 LF $ 55.00 ($12,320.00) 0.50 EA $ 1,815.00 ($907.50) 1 EA $ 540.00 ($540.00) 76 LF $ 1.08 ($82.08) 12 LF $ 1.62 ($19.44) 442 LF $ 325 ($1,436.50) 25 LF $ 432 ($108.00) 14 LF $ 5.40 ($75.60) 72 LF $ 6.14 ($442.08) 1 IS $ 50,535.14 ($50,535.14) Total Net (Decreases) to Code A ($73,894.34) 1 EA $3,567.26 $3,567.26 224 LF $23.83 $5,338.15 1 EA $250.00 $250.00 1 LS $1,626.63 $1,626.63 17 EA $342.00 $5,814.00 2 EA $500.00 $1,000.00 1 EA $1,088.42 $1,088.42. : 1 EA .................. $5,464.58 . . . . . . . . . . . . . . . . . . .............................................................. $51464.58; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 EA $4,721.72 $4,721.72 1 EA $4,548.15 $4,548.15 1 IS $11,833.79 $11,833.79 1 IS $2,011.84 $2,011.84 1 IS $450.00 $450.00 Total Net Additions to Code A $47,714.54 Increases 4 Traffic Control Officer 7 Concrete Pavement Removal 8 Borrow Excavation Milling Existing Asphalt Pavement 9 (1" Average Depth) Asphaltic Concrete Friction Course 10 (Traffic C, FC-9.5) 16 Bollards 17 Concrete Curb & Gutter (Type F) 18 Concrete Curb (Type D) 19 Sidewalk Concrete (4" thick) 20 Detectable Warning on Walking Surface 21 Turf 23 Directional Bore (less than 6") 25 Conduit (Underground) (2" Conduit) 27 Cable - Interconnect 28 Pull & )unction Boxes 30 Electrical Service Wire 4.5 572.22 142 110 24.88 5 26.5 128 83 23 33.33 143 331 73 2 18 MH $33.00 $148.50 SY $14.00 $8,011.08 CY $12.00 $1,704.00 SY $324 $356.40 TON EA LF LF SY EA SY LF LF LF EA LF $174.00 $1,556.00 $13.56 $14.56 $24.50 $241.00 $18.00 $24.84 $5.67 $2.70 $270.00 $1.35 $4,329.12 $9,280.00 $359.34 $1,863.68 $2,033.50 $5,543.00 $599.94 $3,552.12 $1,876.77 $197.10 $540.00 $24.30 Page 3 of 3 Adm. CO#1 & Final - Court Street Improvements Project (08-0035-EN) 41 Detector PED (F&I) (Detector w/sgn only) 56 Sign Panel (F&I) (15 or Less) 114 Marker Pavement Retro-Reflective 115 Painted Pavement Markings, Remove 121 Thermoplastic (White) (Skip) (6") (10'-30') 122 Thermoplastic (White) (Guideline) (6") 123 Thermoplastic Directional Arrow (White) 124 Thermoplastic (Yellow) (Solid) (6") 126 Thermoplastic (Yellow) (Solid) (18") 128 Conductor (F&I) (No. 6) (3-Wire) 5 EA $118.80 $594.00 2 EA $432.00 $864.00 30 EA $4.32 $129.60 10 EA $21.60 $216.00 300', . "` LF $1.09 $327.00 64 LF $1.27 $81.28 24 EA $118.80 $2,851.20 45 LF $1.08 $48.60 13 LF $4.32 $5616 683x. LF $1.62 $1,106.46 Total Net Increases to Code A $46,693.15 Total Net (Decreases)/Increases/Additions to Code A $20,513.35 Code. 0315-92553-563700-541-000-0000 (B) Additions 202 Soft Dig @ Drill Shaft 1-2 205 Casing at Drill Shaft 1-2 1 L5 $1,244.23 $1,244.23 1 LS $350.00 $350.00 Total Net Additions to Code B $1,594.23 Increases 25a Conduit (Underground) (2" Conduit) 65 LF $5.67 $368.55 Total Net Increases to Code B $368.55 Decreases 60a Contingency 1 LS $ 6,397.38 ($6,397.38) 'T'otal Net (Decreases) to Code B ($6,397.38) Total Net (Decreasesylncreases/Additions to Code B ($4,434.60) Total Net (Decreases)/Increases/Additions to Contract $16,078.75