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HomeMy WebLinkAbout2005-299 INDIAN RIVER COUNTY , FLORIDA cf5- CHANGE ORDER NO . 2 - FINAL [� PROJECT NO : 9327 PROJECT : Oslo Road & 43rd Avenue CONTRACTOR : Sheltra & Son Construction Co . , Inc . DATE ISSUED : Post Office Box 336 Indiantown , FL 34956 ITEM DESCRIPTION OF CHANGE QTY UNIT UNIT PRICE PRICE PRICE NO . INCREASE DECREASE 1 102- 10 Off Duty Law Enforcement Officer -2 MH $45 . 00 ( 590 . 00 ) 2 102-70- 11 Concrete Barrier (Temporary) -68 LF $25 . 00 ($ 1 , 700 . 00 ) 3 102-74- 1 Baricade (Temporary) Type II -7387 . 0 ED $0 . 45 ( $3 ; 324 . 15 ) 4 102-74-2 Baricade (Temporary) Type III - 1030 . 0 ED $ 1 . 75 ( 511802 . 50 ) 5 102-99 Variable Message Sign - 14 . 0 ED $60 . 00 (x840 . 00 ) 6 104- 10- 1 Baled Hay or Straw -486 . 0 EA $ 10 . 00 ($4 , 860 . 00 ) 7 104- 11 Floating Turbidity Barrier -50 . 0 LF $ 10 . 00 ($500 . 00 ) 8 104- 13- 1 Silt Fenc (Type III ) -4000 . 0 LF $ 1 .40 ( $ 5 , 600 . 00 ) 9 110-7- 1 Mailbox ( F& I ) -4 . 0 EA $ 125 . 00 {$ 500 . 00 } 10 120-4 Subsoil Excavation - 100 . 0 Cy $7 . 50 ($750 , 00 ) 11 160-4 Type B Stabilization ( 12") 61 . 0 Sy $4 . 50 $274 . 50 12 285-707 Optional Base ( Base Group 7 ) 78 . 0 Sy $7 . 00 $546 . 00 13 286- 1 -2 Turnout Construction (Concrete ) -238 . 0 Sy $41 . 00 { 59 , 758 . 00 } 14 331 -72-24 Type S Asphaltic Concrete (2 1 /2 " ) 76 . 0 Sy $ 10 . 00 $760 . 00 15 339- 1 Miscellaneous Asphalt Pavement -8 . 9 TN $ 165 . 00 { $ 1 ; 468 . 50 } 16 430- 11 -325 Conc. Pipe Culv . ( 18" Storm Sewer) -30 . 00 LF $46 . 00 ( $ 1 , 380 . 00 ) 17 430- 144- 102 Ellipitical Concrete Pipe Culvert 3 . 0 LF $49 . 00 $ 147 . 00 ( 14" x 23" Storm Sewer) 18 430-982-225 Mitered End Section 2 . 0 EA $800 . 00 $ 1 , 600 . 00 ( 18" Cross Drain ) 19 520- 1 - 10 Conc. Curb & Gutter (Type F) -76 . 00 LF $ 15 . 50 ( 515178 . 00 ) 20 520-2-4 Conc. Curb (Type D) -50 . 00 LF $ 15 . 50 ($ 775 . 00 ) 21 520-4 Special Conc. Gutter (Miami ) -80 . 00 LF $ 15 . 50 {51 , 240 . 00 } 22 536-6 End Anchorage Assemblies Type II -2 . 00 EA $510 . 00 ( $ 1 , 020 . 00 ) 23 536-7 Special Guardrail Post -6 . 00 EA $ 160 . 00 ( $960 . 00 ) 24 700-40-01 Sign Single Post -4 . 0 EA $460 . 00 {$ 1 ) 840 . 00 ) 25 700-46- 11 Sign Exist . ( Remove ) - 10 . 0 EA $50 . 00 (5500 . 00 ) 26 706-3 Reflective pavement Markers -273 . 0 EA $6 . 00 ( 51 , 638 . 00 ) 27 711 -4 Directional Arrows (Thermoplastic) -24 . 0 EA $75 . 00 (x1 , 800 . 00 ) 28 711 -33 6" Traffic Skip White - 1477 . 0 LF $0 . 90 ( $ 1 , 329 . 30 ) 29 711 -34 6" Traffic Skip Yellow (Thermoplastic) -767 . 0 EA $0 . 90 ( 5690 . 30 ) 30 711 -35-61 6" White (Thermoplastic) -6455 . 0 LF $0 . 90 ( $ 5 , 809 . 50 ) 31 711 -35- 121 12 " White (Thermoplastic) 48 . 0 LF $ 1 . 75 $84 . 00 32 711 -35- 181 18 " White (Thermoplastic) - 1172 . 0 LF $2 . 50 ( 52 , 930 . 00 ) 33 711 -35-241 24" White (Thermoplastic) -7 . 0 LF $3 . 25 ( $22 . 75 ) 34 711 -36-61 6" Yellow (Thermoplastic) -6254 . 0 LF $0 . 90 ( 55 , 628 . 60 ) 35 711 -36- 181 18" Yellow (Thermoplastic) -285 . 0 LF $2 . 50 ( x712 . 50 ) 36 711 -4 Directional Arrows ( Paint ) 24 . 0 EA $56 . 25 $ 1 , 350 . 00 37 711 -33 6" Traffic Skip White ( Paint) 730 . 0 LF $0 . 68 $496 .40 38 711 -34 6" Traffic Skip Yellow ( Paint) 260 . 0 EA $0 . 68 $ 176 . 80 39 711 -35-61 6 " White ( Paint) 7446 . 0 LF $0 . 68 $5 , 063 . 28 40 711 -35- 181 18" White ( Paint) 1472 . 0 LF $ 1 . 881 $2 , 767 . 36 FAPublicWorks\Capital Projects\Oslo 43rd\Change Order\Change OrderNo2.xls 8/26/2005 OSLO.& 43rd AVENUE CHANGE ORDER NO . 2 PAGE 2OF3 ITEM DESCRIPTION OF CHANGE QTY UNIT UNIT PRICE PRICE PRICE NO . INCREASE DECREASE 41 711 -35-241 24" White ( Paint) 132 . 0 LF $2 . 44 $322 . 08 42 711 -36-61 6" Yellow ( Paint) 7146 . 0 LF $0 . 68 $4 , 859 . 28 43 711 - 36- 181 18" Yellow ( Paint ) 168 . 0 LF $ 1 . 88 $315 . 84 44 730-88 Temporary Pumping Station - 1 EA . $ 91500 . 00 ( $9 , 500 . 00 ) 45 1544- 110- 16 Air Release Assembly (6" below ground ) - 1 EA $ 51150 . 00 ($5 , 950 . 00 ) 46 1613- 140- 126 20" DIP Water Main 7 LF $ 103 . 00 $721 . 00 47 1643-700 Valve Box (Adjust & Modify) -2 EA $ 325 . 00 ( $ 650 . 00 ) 48 1648- 100 20" Line Stop -0 . 7273 EA $ 22 , 000 . 00 ( $ 16 , 000 . 60 ) 49 1649-800 Water Meter ( Relocate ) - 1 EA $ 950 . 00 {$850 , 00 ) 50 1692- 1 -20 Mechanical Joint Restraints ( 10" F . M . ) 2 EA $ 250 . 00 $500 . 00 51 455-3-2 Pres . Conc. Piling Furnish ( 18" Sq ) -215 LF $ 45 . 00 ( $ 9 , 675 . 00 ) 52 455-4-2 Pres . Conc. Piling Driven ( 18" Sq ) - 17 LF $ 3 . 50 ( $59 . 50 ) 53 455- 17-2 Pile Splices ( 18" ) -5 EA $ 100 . 00 ($500 , 00 ) 54 455- 133- 1 Steel Sheet Piling (Temp . ) -2500 SF 1 $ 3 . 50 ( $ 8 , 750 . 00 ) 55 455-414- 12 Test Piles Driven ( 18") -25 LF $ 63 . 00 ( $ 1 , 575 . 00 ) 56 620- 1 - 12 Conduit ( Underground ) 149 LF $ 5 . 75 $856 . 75 57 635- 1 - 11 Pull Box 3 EA $ 250 . 00 $750 . 00 58 660- 1 - 105 Inductive Loop Detedtor (Type 5) - 13 EA $ 275 . 00 ($3 , 575 . 00 ) 59 660- 1 - 106 Inductive Loop Detedtor (Type 6 ) -5 EA $ 275 . 00 ( $ 1 , 375 . 00 ) 60 600- 1 - 109 Loop Detector(type 9 ) 7 EA $ 132 . 00 $924 . 00 61 660- 1 - 110 Loop Detector ( type 10 ) 3 EA $ 344 . 00 $ 1 , 032 . 00 62 670-5- 110 Actuated Solid State Controller Assembly - 1 AS $ 15 , 000 . 00 ($ 15 ; 000 . 00 ) 63 670-5- 110 Controller Assembly ( Econoline ) 1 EA $ 16 , 543 . 00 $ 16 , 543 . 00 to STA 318 +25 $0 . 00 64 Remove Dead Tree on NW corner 1 . 0 LS $2 , 500 . 00 $29500 . 00 65 Damaged Tire Lauren Ball 1 . 0 LS -$35 . 00 ( $35 . 00 ) 66 Damaged Rim & Tire Joseph Chiarella 1 . 0 LS -$ 17267 . 05 ( $ 1 , 267 . 05 ) 67 Force Account -0 . 0640 LS $40 , 000 . 00 ( $2 , 560 . 00 ) SUBTOTAL $42 , 589 . 29 ( $ 1373269 . 25 ) NET CHANGE ( $94 , 679 . 96 ) ORIGINAL CONTRACT PRICE/TIME $2 , 3479748 . 75 210 Calendar Days CURRENT CONTRACT PRICE/TIME AS ADJUSTED BY PREVIOUS CHANGE ORD $2 , 5029660 .40 300 Calendar Days NET CHANGE IN CONTRACT PRICE/TIME DUE TO THIS CHANGE ORDER ( $94 , 679 . 96 ) 139 Calendar Days NEW CONTRACT PRICE/TIME INCLUDING THIS CHANGE ORDER $2 ,407 , 980 . 44 439 Calendar Days ORIGINAL SUBSTANTIAL COMPLETION DATE August 8 , 2004 SUBSTANTIAL COMPLETION DATE AFTER THIS CHANGE ORDER March 25 , 2005 ENGINEER'S RECOMMENDATION : I have examined the above changes . They are necessary to satisfactorily complete the contract . The rice chan are reas nable and I recommend that the changes be made . g�oS. ._ Terry B . Tho pson , P . E . , Project Marger ate F:\PublicWorks\Capital Projects\Oslo 43rd\Change Order\Change OrderNo2.xls 8/26/2005 OSLO & 43rd AVENUE ' CHANGE ORDER NO, 1 PAGE 3 OF 3 CONTRACTOR'S APPROVAL: I agree that the above changes in said Contract, in accordance with Specifications for the price changes ;jsh7ore satisfactory. Richard Sheltra , President, Sheitra & Son Const. , Inc . Date ACCEPTED BY: Approved as to f nd I I s ici y: ate i JosepflA. Bairil W257 Cou Administrator Board of County Commissio Indian River County P s Indian River Approved Date County — *' 1 ' 09 / 06 / 05 Admin. Thomas S . Lowt, f' Date BudgetjL Chairman Board oftounty Coilumissi6n6rs I Legal ' 36 D Risk Mgt. Public Works `L - ro f© Cap. Pro'. C Date utilities Deputy Clerk INDIAN ER CO (JNTY PUBLI RKS DIRECTOR A 10VED DATE Div. H [ AD EftblicWorkslCapital Projects\Oslo 43rd1Change Order\Change OrderNO 5/25!2005