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HomeMy WebLinkAbout2003-274 A � INDIAN RIVER COUNTY FLORIDA CHANGE ORDER NOA PROJECT NO . : 8823B PROJECT : KINGS HIGHWAY , PHASE II CONTRACTOR : SMITH & COMPANY , INC . , DATE ISSUED : 10 - 14 - 2003 2400 SE FEDERAL HIGHWAY STUART , FI . 34994 ITEM DESCRIPTION OF CHANGE QTY UNIT JUNIT PRIC PRICE PRICE NO . INCREASE DECREASE ROADWAY FINAL QUANTITIES 1 102- 10 Off Duty Law Enforcement -201 . 00 MH $25 . 00 -$ 5 , 025 .00 2 102-72 Temporary . Concrete Barricade -72 . 00 LF $ 19 . 78 -$ 1 ,424 . 16 3 102-99 Variable Message Sign - 159 . 50 ED $40 . 00 -$61380 . 00 4 110-7- 1 Mailbox - 18 . 00 EA $87 . 12 -$ 11568 . 16 5 120-4 Subsoil Excavation -229 . 54 CY $ 10 .00 -$2 , 295 .40 6 145-71 - 1 Geosynth . Reinf. Roadway -43063 . 00 SY $2 .42 -$ 1041212 .46 7 145-74-4 Geosynth . Reinf. Soil Slopes -4952 . 78 SY $ 1 .42 -$7 , 032 . 95 8 286-31 Agricultural Drainage -7317 . 00 LF $ 5 . 35 -$ 39 , 145 .95 9 286-32 Agricultural Drainage -556 . 00 LF $4 . 00 -$2 ,224 . 00 10 Correction pay item 400- 1 -2 (see CO#3 ) -0 . 88 CY $525 . 95 -$462 . 84 11 430-961 -216 (611) PVC -2628 . 00 LF $ 5 . 61 -$ 149743 . 08 12 430-982-225 MES ( 18" RCP CD) -9 .00 EA $997 . 77 -$8 , 979 . 93 13 430-984-225 MES ( 18" RCP SD ) 14 . 00 EA $997 . 77 $ 13 , 968 . 78 14 430-984-401 MES ( 12"x18" ERCP SD ) - 10 . 00 EA $997 . 78 -$9 , 977 .80 15 520-3 Valley Gutter -84 . 00 EA $ 10 . 94 -$ 918 . 96 16 522-2 6" Sidewalk 244 . 00 SY $ 18 . 10 $4 ,416 .40 17 530-3-4 Rip Rap -492 . 76 TN $33 . 07 -$ 167295 . 57 18 536- 1 - 1 Guardrail -971 . 00 LF $ 13 . 10 -$ 121720 . 10 19 536-2 Shop- Bent Guardrail 86 . 00 LF $ 14 . 75 $ 1 ,268 . 50 20 536-6 End Anch Type II - 1 . 00 EA $474 . 00 -$474 . 00 21 536-90 MELT -6 . 00 EA $ 17513 . 00 -$91078 . 00 22 536-91 ET 2000 - 1 . 00 LS $2 ,430 . 00 -$2 ,430 . 00 23 582-6 6' Wax Myrtles -51 . 00 PL $ 142 . 85 -$7 , 285 . 35 24 635- 1 - 11 Pull & Junction Boxes -8 . 00 EA $ 190 .00 -$ 11520 . 00 25 700-89- 12 Relocate Electrical Powered Sign - 1 . 00 EA $2 ,462 . 38 -$27462 . 38 26 8th Street Milling 1 . 00 LS $2 , 000 . 00 $2 , 000 . 00 27 Temp . Pump System -2 .40 EA $5 , 744 .86 -$ 131787 . 66 28 Force Account - 1 . 00 LS $4 , 117 . 21 -$4 , 117 . 21 29 8th Street Overlay 15 . 00 TN $51 . 41 $ 771 . 15 30 5th Street SW Tack Coat 1 .00 LS $505 . 17 $ 505 . 17 31 5th St SW Leveling 145 .43 TN $52 . 78 $ 7, 675 . 80 32 5th Street SW Overlay 476 . 39 TN $53 .98 $251715 . 53 33 5th Street SW Bridge Overlay C . O . #3 -69 . 50 TN $53 . 98 -$3 , 751 . 61 34 DLF Grading 1 . 00 LS $619 .45 $ 619 .45 35 4th St. Flume 1 . 00 LS $ 1 , 159 . 06 $ 1 , 159 . 06 36 Conc. Replacement for Signal Installation 1 . 00 LS $2 , 347 . 88 $29347 . 88 37 Cleanout boxes for Pond 400 recovery pipe 5 . 00 EA $ 120 . 75 $ 603 . 75 38 Extra work Sheltra for TV Inspec, 1 . 00 LS $4 , 117 . 21 $47117 . 21 39 County Overtime (5/31 /03 - 9/27/03 ) -59 . 50 HR $40 . 00 -$2 , 380 . 00 BRIDGE FINAL QUANTITIES 40 Pile Splices - 16 . 00 EA $ 1 . 00 -$ 16 . 00 SUBTOTAL $ 65, 168 . 68 -$280 , 708 . 57 F:\PUBLIC WORKS\CAPITAL PROJECTSWINGS HIGHWAY PHASE 2\CHANGE ORDER STATUS\Final CO #4.xls 10/06/2003 KINGS HIGHWAY, PHASE II CHANGE ORDER NO . 4 PAGE 2OF3 ITEM DESCRIPTION OF CHANGE QTY UNIT JUNIT PRIC PRICE PRICE Ni . INCREASE DECREASE UTILITY FINAL QUANTITIES & CHANGES 41 1511 - 120- 16 Sewer DIP Fittings 0 . 650 TN $ 79665 . 93 $41982 . 85 42 1513- 120-318 8" DIP FM 10 . 00 LF $ 73 . 56 $ 735 . 60 43 1513- 120-321 12" DIP FM 11 . 00 LF $66 . 12 $ 727 . 32 44 1516- 120-316 6" DIP FM Flanged 42 . 00 LF $ 118 .29 $4 , 968 . 18 45 1516- 120-318 8 " DIP FM Flanged 14 . 00 LF $ 109 . 05 $ 17526 . 70 46 1542- 116-03 6" CIP GV Flanged 2 . 00 EA $524 . 71 $ 1 , 049 .42 47 1543- 111 - 133 18" x 12" Tap Sleeve Valve - 1 . 00 EA $3 , 812 . 35 -$3 , 812 . 35 48 1611 - 140 WM DIP Fittings -0 . 10 TN $4 , 563 .67 -$456 . 37 49 1613- 140- 118 8 " DIP Water Main - 35 . 00 LF $27 . 54 -$963 . 90 50 1613- 140- 121 12" DIP Water Main 190 . 00 LF $49 . 52 $ 9 ,408 . 80 51 1613- 140- 124 16" DIP Water Main -614 . 00 LF $ 35 . 61 -$21 , 864 . 54 52 1619- 1 Sample Points 4 . 00 EA $335 . 16 $ 12340 . 64 1613- 140- 116 6 " DIP WM 19 . 00 LF $23 . 87 $453 . 53 53 1621 - 140- 118 8" DIP WM Flanged 22 . 00 LF $ 126 . 50 $2 , 783 . 00 54 1621 - 140- 121 12" DIP WM Flanged 28 . 00 LF $ 148 .97 $4 , 171 . 16 55 1621 - 140- 124 16" DIP WM Flanged 14 . 00 LF $253 . 00 $ 3 , 542 . 00 56 1621 - 140- 125 18" DIP WM Flanged 14 LF 14 . 00 LF $241 . 88 $3 , 386 . 32 57 1635- 141 -314 12" x 8" Tap Sleeve & Tap 1 . 00 EA $3 , 682 . 52 $3 , 682 . 52 58 1642- 116- 16 6" CIP GV 1 . 00 EA $524 . 77 $ 524 . 77 59 1642- 116- 18 8" CIP GV 2 . 00 EA $718 . 38 $ 1 ,436 . 76 60 1642- 116-21 12" CIP GV - 1 . 00 EA $ 1 , 303 . 77 -$ 19303 . 77 61 1642- 116-24 16" CIP GV - 1 . 00 EA $ 3 $ 08 .85 -$ 3 , 508 .85 62 1644- 113- 16 Fire Hydrant -3 . 00 EA $ 1 , 944 . 53 -$5 , 833 . 59 63 1644-800 Relocate Fire Hydrant 3 .00 EA $ 1 ,283 .47 $3 , 850 .41 64 1645-800 Water Meter Relocate -4 . 00 EA $675 . 33 -$2 , 701 . 32 65 1647- 1 -21 16" Air Release 1 . 00 EA $2 ,262 . 07 $2 , 262 . 07 66 1647- 1 -24 12 " Air Release 1 . 00 EA $2 ,235 . 36 $2 , 235 . 36 67 16" Below Grnd Air Release - 1 . 00 EA $4 ,450 . 00 -$4 ,450 . 00 68 1648- 100- 15 3" Blow Off Assembly -4 . 00 EA $ 1 ,217 . 79 -$4 , 871 . 16 69 1648- 100- 15A 2" Blow Off Assembly - 1 . 00 EA $ 11644 . 50 -$ 11644 . 50 70 Curb Replacement FM Air Release Instal . 1 . 00 LS $515 . 82 $ 515 . 82 SUBTOTAL $ 53 , 583 .23 -$ 51 ,410 . 35 TOTAL -$2139367. 01 ORIGINAL CONTRACT PRICE/TIME $ 12 , 578 , 703 . 99 820 Calendar Days CURRENT CONTRACT PRICE/TIME $ 13 , 0401156 . 30 876 Calendar Days AS ADJUSTED BY PREVIOUS CHANGE ORDERS NET CHANGE IN CONTRACT PRICE/TIME ($213 , 367 . 01 ) 0 Calendar Days DUE TO THIS CHANGE ORDER NEW CONTRACT PRICE/TIME INCLUDING $ 12 , 8261789 .29 877 Calendar Days THIS CHANGE ORDER ORIGINAL SUBSTANTIAL COMPLETION DATE February 3 , 2004 CURRENT CONTRACT COMPLETION DATE March 24 , 2004 F:\PUBLIC WORKS\CAPITAL PROJECTS\KINGS HIGHWAY PHASE 2\CHANGE ORDER STATUS\Final CO #4.xls 10/06/2003 eA • KINGS HIGHWAY, PHASE II CHANGE ORDER NO , 4 PAGE 3 OF 3 ENGINEER'S RECOMMENDATION : I have examined the above changes . They are necessary to satisfactorily complete the contract. The price changes are reasonable and I recommend that the changes be made . Terry EY. / ompson , P . E . Date r Project ,Manager CONTRACTOR'S APPROVAL : I agree that the above changes in said Contract, in accordance with Specifications for the price changes shown , are satisfactory. lo- oto - 0 3 Stephen W. Smith , President / ✓✓�,cn. Date Smith & Company , Inc. STATE OF FLORIDA ACCEPTED BY : iP lr Ij, N RIVER COUNTY HI _ IS TO CERTIFY THAT THIS IS Z AND CORRECT COPY OF Appr ved as to form an g su 'ciency: C, RIGINAL ON FILE IN THIS OFFICE . JEFFREY K . BARTON , CLERK Date BY ij D.C. -t�—� 00 /0 f � ATE � 0-_�s • ames E . Chan r D to County Administrator Board of County Commissioners Indian River County Indian River Approved Date County -4 Admin. jc ) enneth R . Macht Date (J Budgeti3 Chairman Board of County Commissioners LegaliaR e->1 1 .3, 1 BCC Approved : 10 - 14 - 2003 Risk Mgt. Public Works V� Cap. Proj . MK0IXA& ; idgehc Date 11.1tilitles Deputy Clerk F:\PUBLIC WORKS\CAPITAL PROJECTS\KINGS HIGHWAY PHASE 2\CHANGE ORDER STATUS\Final CO #4.xls 10/06/2003