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CLEARWATER AIRPARK RUNWAY 16 & 34 REHABILITATION & ENTENSION - 12-0006-AP - ADMINISTRATIVE CHANGE ORDER #1 & FINALADMINISTRATIVE CHANGE ORDER Change Order 1 & Final DATE: August 15, 2013 PROJECT: Clearwater Airpark Runway 16 & 34 Rehabilitation CONTRACTOR: Ajax Paving Industries of Florida 510 Gene Green Road Nokomis, Fl 34275 PROJECT NUMBER: PO REFERENCE NO: COUNCIL AWARD: 12- 0006 -AP ST109085 December 6, 2012 DATE OF CONTRACT: January 3, 2013 CODE: 0315 - 94871- 563500 -542- 000 -0000 SCOPE OF CHANGE: THIS CHANGE ORDER ACCEPTS REVISIONS TO THE CONTRACT This change order decreases unused items and increases items due to field conditions. STATEMENT OF CONTRACT AMOUNT ACCEPTED BY:A •_Paving ORIGINAL CONTRACT AMOUNT Admin CO 1 - CM - 2/28/2013 Admin CO 2 & Final - CM NEW CONTRACT AMOUNT ATTEST: $ 1,697,205.95 ($46,099.18) ($249,819.51) $ 1,401,287.26 CITY OF CLEARWATER, in PINELLAS COUNTY, FLORIDA William B. Hor APPROVED City Manager Camilo Soto, Assistant City Attorney By: Scott Pittman, PE, Date: — - 12 Witnesses: Area TIvtanager �- Recommended By: Cjty of Clearwater T' Kurtz, l Michael D Quillen, PE, City Engineer Page 2 continued: RE: Administrative Change Order 2 & Final - Clearwater Airpark Runway 16 & 34 Rehabilitation ITEM DESCRIPTION UNIT OTY UNIT COST TOTAL COST Decreases: 4 P- 101- 5.3Ashpalt Crack Repair, including LF 11000 $4.60 ($50,600.00) cleaning, routing, sealing and mirafi miratac, or approved equal 6A P- 152 -4.2 Removal of unsuitable material CY 746.00 12.00 ($8,952.00) 8 P- 156 -5.2 Temporary inlet protection EA 1 $63.00 ($63.00) 12 P- 401 -8.1 Bituminous surface course, 2" thick, TON 806.5 $117.00 ($94,360.50) 3/4" maximum aggregate 14 P- 401 -8.3 Bituminous surface course, leveling TON 37.86 $123.00 ($4,656.78) course, 1/2" maximum aggregate 16 P- 620 -5.2 Taxiway painting, reflective yellow SF 340.5 $2.60 ($885.30) 17 P- 620 -5.3 Runway and taxiway painting, SF 2188 $1.20 ($2,625.60) nonreflective bLack 18 P- 620 -5.4 Taxiway painting, nonreflective SF 50 $3.70 ($185.00) white (for "Clearwater Airpark" lettering) 20 D- 701 -5.2 Reinforced concrete pipe, Class III, LF 5.5 $90.00 ($495.00) 18" 21 D- 701 -5.3 Reinforced concrete pipe, Class III, LF 13.5 $98.00 ($1,323.00) 24" 22 D- 701 -5.4 High density polyethylene pipe, LF 24.5 $67.00 ($1,641.50) Class III, 30" 28 T- 904 -5.1 Sodding SY 11422 $2.10 ($23,986.70) 32 L- 108 -5.2 Vare ciooer ciybteroise wire, 6 LF 261 $1.20 ($313.20) AWG, installed in trench or duct, including ground rods and ground connectors 33 L- 110 -5.1 Electrical conduit, 2" PVC, in place LF 139 $2.10 ($291.90) 37 L- 125 -5.3 Existing taxiway or runway edge EA 7 $421.00 ($2,947.00) light (Base mounted) to be raised 51 10% Contingency LS 1 $154,291.45 ($154,291.45) Total (Decreases): ($347,617.93) Increases: 3 P- 101 -5.2 Asphalt crack repair, including LF 23103 $1.70 $39,275.10 cleaning, routing and sealing 13 P- 401 -8.2 Bituminous surface course, 1 1/2" TON 443.81 $112.00 $49,706.72 thick 1/2" maximum aggregate 27 T- 901 -5.1 Seeding and mulching ACRE 1.29 $5,110.00 $6,591.90 31 L- 108 -5.1 Underground cable, 8 AWG, 5 KV, LF 161 $1.20 $193.20 L -824 type C, installed in duct or conduit including trenching and connections 34 L- 110 -5.2 Concrete encased electrical duct LF 41 $47.50 $1,947.50 bank in place 41 L- 125 -5.7 Existing runway edge light lens to EA 2 $ 42.00 $84.00 removed & replaced with new Total Increases: $97,798.42 Total Net (Decreases)/Increases: ($249,819.51)