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HomeMy WebLinkAbout2003-164 INDIAN RIVER COUNTY , FLORIDA CHANGE ORDER NO . 3 0 « L� PROJECT NO . : 8823B PROJECT : KINGS HIGHWAY, PHASE II / CONTRACTOR: SMITH & COMPANY, INC . , DATE ISSUED : 2400 SE FEDERAL HIGHWAY STUART , FI . 34994 ITEM DESCRIPTION OF CHANGE QTY UNIT JUNIT PRIC PRICE PRICE NO , INCREASE DECREASE Revised Road Sections 1 120- 1 Reg Excay. -2038 . 70 CY $ 1 . 99 -$4 , 057 . 01 2 120-6- 1 Embankment - 1958 .22 CY $5 .25 -$ 10 ,280 .66 3 120-6-2 Select -4186 . 25 CY $3 .95 -$ 16 ,535 .69 4 160-4 Type B Stabilization .6497 . 311 SY $ 1 . 89 -$ 121279 . 92 5 160 -4A Curb Pad Preparation 17697 .00 LF $0 .68 $ 12 , 033 .96 6 285-707 Base Group 7 - 1583 . 23 SY $5 . 15 -$ 8 , 153 .63 7 14" Coquina 8th Street 5670 .61 SY $9 .01 $51 , 092 .20 5th Street SW Bridge Paving 8 285-707 Base Group 7* 684 . 00 SY $5 . 15 $37522 . 60 9 286- 1 -2 Conc . Turnout 85 .00 SY $20 . 34 $ 1 , 728 . 90 10 331 -72-30 3" Type S** 1380 . 00 SY $ 6 . 30 $8 , 694 .00 11 339- 1 Misc Asphalt 2 .20 TN $60 .50 $ 133 . 10 12 520- 1 -8 Type F curb 280 . 00 LF $5 .32 $ 1 , 489 . 60 13 522- 1 4" Sidewalk 87 . 00 SY $ 12 .49 $ 19086 . 63 14 536- 1 - 1 Guardrail 60 .00 LF $ 13 . 10 $ 786 .00 15 536-90 MELT 1 . 00 Each $ 1 , 513 .00 $ 1 , 513 . 00 16 536-91 ET 2000 1 . 00 Each $2 ,430 . 00 $2 ,430 . 00 17 575- 1 - 1 Sodding ( Bahia ) 1274 .00 SY $ 1 . 08 $ 1 , 375 .92 18 706- 1 - 12 RPM 30 .00 Each $ 3 . 00 $90 . 00 19 711 -4 Directional Arrows 2 .001 Each $49 .00 $ 98 . 00 20 711 -35-61 6" Solid White 840 . 00 LF $0 .35 $294 .00 21 711 -36 6" Solid Yellow 590 . 001 LF $0 . 37 $218 .30 22 711 -35-241 24" Solid White 28 . 001 LF1 $3 .50 $98 . 00 5TH St, SW SUBTOTAL $23 , 558 .05 "Includes scarifying existing rock width of the road for length of curb, building curb pads with scarified material , adding new rock❑ to road and transitioning to elevation of approach slab . " Includes leveling bridge, overlaying bridge with 2"Type S and transitioning to Developer's end of pavement. Miscellaneous 23 Grade & Sod 8th St. Canal Bank (A-2 . 065 ) 1 . 00 LS $ 7 , 038 . 74 $77038 . 74 24 Additional MOT (A-2 . 066 ) 1 . 00 LS $ 532 . 87 $532 . 87 25 Asphalt Radius Oslo/58th (A-2 . 067) 1 . 00 LS $ 1 ,483 . 56 $ 1 ,483 . 56 26 Overtime IRC Capital Proj . Div . (2/27-5/31 //0 -63 . 00 HR $40 . 00 -$21520 . 00 27 Correction C . O . #1 Original Contract Price 1 LS $ 0 . 04 $0 . 04 28 Correction C . O . #2 Directional Arrows -3 . 00 Each $ 0 . 99 -$2 , 97 Final Clearing & Grubbing Quantity 29 110- 1 - 1 Clearing & Grubbing -8 . 74 AC $ 1 ,663 . 51 -$ 141539 . 08 F:\PUBLIC WORKS\CAPITAL PROJECTS\KINGS HIGHWAY PHASE 2\CHANGE ORDER STATUS\Change Order3 6/23/2003 KINGS HIGHWAY, PHASE II CHANGE ORDER NO . 3 � PAGE 2OF3 ITEM DESCRIPTION OF CHANGE QTY UNIT UNIT PRIC PRICE PRICE NO , INCREASE DECREASE Final Drainage Quantities 30 400- 1 -2 Class I Conc. Endwalls 0 .44 CY $ 525 . 95 $231 .42 31 425- 1 -351 P-5 < 10 1 . 00 Each $2 , 371 . 82 $2 , 371 . 82 32 425- 1 -361 13-6 < 10 - 1 . 001 Each $2 , 571 . 76 -$2 , 571 . 76 33 425- 1 -461 J-6 < 10 - 1 . 00 Each $ Z$573 . 40 -$ 3 ,260 . 70 34 425- 1 -521 Type C < 10 -3 . 00 Each $ -$4 , 603 . 11 35 425-2-41 P-7< 10 - 1 . 00 Each $ -$ 11599 .46 36 425-2-41A P-7 < 10' Materials 1 . 00 Each $ 573 .40 37 425-242 P-7> 10 -2 . 00 Each $2 , 697 . 97 -$5 , 395 .94 38 425-2-42 P-7> 10' Materials 2 . 00 Each $ 825 . 94 $ 1 , 651 . 88 39 430- 11 -323 RCP 15" SS -42 . 00 LF $32 . 36 -$ 1 ,359 . 12 40 430- 11 -325 18" RCP SS 162 . 00 LF $33 . 72 $5 ,462 .64 41 430- 11 -329 24" RCP SS 32 .00 LF $35 .39 $ 1 , 132 .48 42 430- 11 -338 36" RCP SS - 12 . 00 LF $ 54 .78 -$657 . 36 43 430- 12-325 18 " RCP CD -264 . 001 LF $42 . 94 -$ 11 ,336 . 16 44 430- 12-329 24" RCP CD 15 . 00 LF $50 .98 $764 . 70 45 430- 14-325 18 " RCP SD -21 .00 LF $33 . 71 -$ 707 . 91 46 430-81 -025 18" CAP SS -317.00 LF $ 32 .51 -$ 10 ,305 . 67 47 430-81 -029 24" CAP SS 40 . 00 LF $30 . 76 $ 1 ,230 .40 48 430-81 -038 36" CAP SS - 16 . 00 LF $38 .53 -$ 616 .48 49 430-81 -040 42" CAP SS -40 .00 LF $48 . 84 -$ 11953 . 60 50 430-82-025 18" CAP CD -20 .00 LF $ 32 .71 -$654 .20 51 430-82-029 24"CAP CD -24 . 00 LF $ 35 . 72 -$857.28 52 430-84-025 18" CAP SD -90 .00 LF $32 .50 -$2 , 925 . 00 53 430-84-040 42" CAP SD 19 . 00 LF $49 .681 $943 .92 54 430- 144- 101 12" x 18" ECP CD 46 .00 LF $34 . 95 $ 1 , 607 . 70 55 430-620-29 27" Flashboard Riser -6 . 00 Each $ 1 , 044 . 72 -$67268 .32 SUBTOTAL $ 111 , 709 .77 -$ 123 ,441 . 02 NET CHANGE L -$ 111731 .25 ORIGINAL CONTRACT PRICE/TIME $ 12 ,578 , 703 .99 820 Calendar Days CURRENT CONTRACT PRICE/TIME $ 13 , 044 , 110 . 04 876 Calendar Days AS ADJUSTED BY PREVIOUS CHANGE ORDERS NET CHANGE IN CONTRACT PRICE/TIME ($ 11 ,731 .25) 0 Calendar Days DUE TO THIS CHANGE ORDER RAIN DAYS THROUGH MARCH 2003 1 Calendar Day NEW CONTRACT PRICE/TIME INCLUDING $ 13 ,032 ,378 . 79 877 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\Change Order3 6/23/2003 KINGS HIGHWAY, PHASE II CHANGE ORDER NO . 3 • PAGE 3OF3 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 B. T ompson , P . E . Date 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. A ephen W . Smith , President Date Smith & Company, Inc . ACCEPTED BY: Approved as to form and legal sufficiency: - D � Date �.-- s' *ate James E . Cha dler County Administrator Board of County Commissioners Indian River C y Indian River Approved Date County MCA 7 - 8 - 2003 Admin. �i o nneth R . Ma t Date Budget J' Chairman Board of County Commissioners Legal 4 C 7 - �- Risk Mgt. Public Works 3 R • 7� 8w 07063 Cap. Proj. (J Patricia M . Ridgely Date Utilities Deputy Clerk F:\PUBLIC WORKS\CAPITAL PROJECTS\KINGS HIGHWAY PHASE 2\CHANGE ORDER STATUS\Change Order3 6/23/2003