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HomeMy WebLinkAbout2024-291SECTION 00942 - Change Order Form DATE OF ISSUANCE: 11/19/2024 No. 1 EFFECTIVE DATE: 11/19/2024 OWNER: Indian River County CONTRACTOR Timothy Rose Contracting, Inc. Project: Trans -Florida Railway Trail from Fellsmere to West of 1-95 OWNER's Project No. IRC -2115 OWNER'S Bid No. 2024006 FM No. 446073-1-58-01 You are directed to make the following changes in the Contract Documents: Reason for Change Order: The project is complete. This change order is intended to make final adjustments to bid line items and contract time to finalize the contract. Attachments: Description of Itemized Changes CHANGE IN CONTRACT PRICE: Description Amount Original Contract Price $1,097,499.00 Net decrease of this Change Order: ($91,562.39) Contract Price with all approved Change Orders: $1.005,936.61 ACC By: Timothy Rose Contracting, Inc. CONTRACTOR (Signature) CHANGE IN CONTRACT TIMES J Description _ Time Original Contract Time: (days) Substantial Completion: 210 Final Completion: 240 Net increase (decrease) this Change Order: (days) Substantial Completion: 86 Final Completion: 86 Contract Time with all approved Change Orders: (days) Substantial Completion: 296 Final Com letion: 326 RECOMMENDED: a90*11y &q ed by xlark Wi 0" Mark Dy CN=MvklMnslo-xa J n9onlpircgo'+comC use bl:c Kbrks - En?neem9 Winslow D 202411.05 11 13 39 -05W By: ENGINEER (Signature) APPROVED: Addie Javed xau­i:: .--= - +a o,vur By. OWNER (Signature) IRC -2115 -COI -WORD 00942-1 F]Public Works\ENGINEERING DIVISION PROJECTSQ115 Trans Florida RaMay Trail from Fell smere to W. of I-9511-Adrn n\Agenda Items%Projecl CloseoullChange Order D- l1pIlRC-2115 CO1 WORD.doC Rev. 05101 CHANGE ORDER NO. 1 DESCRIPTION OF ITEMIZED CHANGES PROJECT NAME: TRANS -FLORIDA RAILWAY TRAIL FROM FELLSM ERE TO WEST OF 1-95 PROJECT NO. IRC -2115 BID NO. 2024006 ,.��• � g- ,-� ass: --� �.ti 14.25 101 793.02 285-704 OPTIONAL BASE GROUP 4 6" CEMENTED COQUINA) (LBR 100 rTN 7.143-37 334-1-12 SUPERPAV ASPHALT CONCRETE TRAFFIC B (TYPE SP -9.5 1.5" 34.74 221.00 7,677.54 334-1-13B SUPERPAVE ASPHALT CONCRETE TRAFFIC C(TYPE SP -12.6 1" TN 4.06 294.00 1 193.64 570-1-2 PERFORMANCE TURF SOD MATCH EXISTING SY 1,486.45 4.00 5 945.80 INSTALL WCD-2 ISTA APPROX 0 - 6INCHES OF ASPHALT MILLINGS UNDER TRAIL SUBGRADE TO RAISE TRAIL PROFILE FROM STA 112 TO 127 PPROX 1500 LF LS 1 22 482.81 22 482.81 WCD-3 FURNISH, INSTALL AND GRADE ADD'L COQUINA BASE MATERIAL FROM STA 68+37 TO STA 83 OR APPROX 1.460 LF LS 38 127.00 38 127.00 WCD-4 EXTEND PAVED TRAIL 19.58 LF WEST FROM STA 68+37.35 TO ST 68+17.77 LS 1 4,631.00 4 631.00 WCD-5 1PROJECT PAY CONTRACTOR FOR BOLLARDS NOT INSTALLED ON PER QUOTE - NOWPARTICIPATING - iRC TO RECEIVE LS 1 7.040. 7,040.99 CD -6 F&I 14' GALVENIZED GATES W/3' WIDE PAVED PEDESTRIAN ENTRANCES F&I PAVED APRONS F&I STONE APRONS LS 1 34 627.57 34 527.57 104-1 ARTIFICIAL COVERINGSIEROSION CONTROL ABATEMENT PRODUCTS SY 1.724 2.50 4,310.00 104-10.3 DIM NT BARRIER 1 637 6.75 11 049.75 104-15 SOIL TRACKING PREVENTION DEVICE HrY 1 3,315.00 3 315.00 120-1 REGULAR EXCAVATION 601.19 29.00 17,434.5l.....-- 7 434.51120-6 120-6 EMBANKMENT 25 20.50 512-50 1604 TYPE B STABILIZATION. 12 LBR40 SY 13,100 13.00 170,300-00 519-78 BOLLARDS COLLAPSIBLE EA 4 2,016.00 8,060.00 999-25A FORCE ACCOUNT LS 1 100 000.04 100,000.00 PAY APP 2115-9 ATTACHED AS BACKUP SUBTOTALS �A_T223,419.37 314 981.76 TRANS -FLORIDA RAILWAY TRAIL FROM FELLSMERE TO WEST OF 1-95 TOTAL $ 91,662.39 1 FAPub6c Wolk$1ENGINEERING DIVISION PROJECTS12115 Trane-Flo(Wa ftitmay Trai f o F.IW-,a to W of 185\t-AUmrMgwMa HarmlRrojecl Ct_s oiCmnp. Older B-WIRC-2115 COt EXCEL . FOOT TRANS -FLORIDA RAR.WAY TRAIL FROM FELLSMERE TO WEST OF 1-95 PAY APP NO 21154 tafl=U-10131PA24 FM 441071.141"l SCHEDULED VALUE PREVIOUS APPLICATION THIS PERIOD TOTAL COMPLETED MATERIALS % BALANCE TO FINISH Ne UNIT 4TY Unit Price Amount QUANTITY1 Amount QUANTIFY Amount QUANTITY Amount STORED QUANTITY Amount LS 1 125,572.01 125,572.01 LW 325,57101 0.00 LOO 125572.01 0.00 100.00% 0.00 0.00 101-1 MOBILIZATION LS 1 2,700.00 2,700.00 LOO 2,700.00_; 0.00 1.00 2,700.00 0.00 100.00% 0.00 0.00 102-1 MAINTENANCE OF TRAFFIC ARTIFICALCOVERINGS/ERDSION CONTROL ABATEMENT SY 8,150 2.50 20,375.00 6,426.00 16,06S.00 _ 0.00 6,426.00 16,065.00 0.00 78.651A 1,724.00 4,310.00 104-1 IPRODLIM LF 14,800 6.75 99,900.00 33,163.00 88,850.25 0.00 13,363.00 88,850.25 GAO 68.94% 1,637.00 11,049.75 104.10-3 SEDIMENT BARRIER EA 2 3,315.00 6,630.00 1.00 3,315.00 0.00 1.00 3,315.00 0.00 50.00% 1.00 3,313.00 104-1S SOIL TRACKING PREVENTION DEVICE AC S 12,129.00 54,58050 450 S4,S80.500.00 4.50 54,580.50 0.00 100.00% MOO 0.00 110-1-1 CLEARING 8, GRUBBING CY 2,725 29.00 79,025.00 2,123.81 61,590.49!"c'..`' 0.00 2,123.81 61,590.49 0.00 77.94% 601.19 17,434.51 120.1 REGULAR EXCAVATION CY 100 20.50 2,050.00 75.00 IS37.50 0.00 75.00 1537.50 0.00 75.00% 25.00 51250 120.6 EMBANKMENT SY 13,100 13.00 170,300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 13,100.00 170,300.00 160-4 TYPE 8 STABILIZATION, 12' (LBR40) OPTIONAL BASE GROUP 416" CEMENTED COQUINA) (EBR 300) SY 10,500 14.25 149,625.00 17,643.37 251,418 02 0.00 17,643.370 251,418.02 O.DO 266.03%. j . 7,313.37 -101,793.02 28S-704 (Prr WWJr+rmm 21,950.8,7-.0x:2,450977 rMl-223.92!) OPTIONAL BASE GROUP 6 (8" CEMENTED COQUINA) (LSR 100) SY 202 33.50 6,767.00 202.00 6,767.00 67.00 202.00 6,767.00 0.00 100.00% 0.110 0.00 285-706 (FPL EASEMENT AREA) OPTIONAL BASE GROUP 11(12" CEMENTED COQUINA) (LSR SY 143 37,50 S,362SO 143.00 SX2.50 O.DO 143.00 5,362.50 0.00 100.00% 0.00 0.00 285-711 100) (FPL EASEMENT AREA) TN 790 221.00 174,590.00 824.74 182,26754 0.00 824.74 182,267.54 0.00 :104401*:=. -34.74 -7,677.54 334.1.12 SUPERPAVE ASPHALT CONCRETE, TRAFFIC B (TYPE SP -9.5, I.S') SUPERPAVE ASPHALT CONCRETE TRAFFIC C(TYPE SP -9.5,1') TN 24 294,00 71056.00 24.00 7,056.00 0.00 24.00 7,056.00 0.00 100.00% 0.00 D.00 334-1-13A (FPL EASEMENT) SUPERPAVE ASPHALT CONCRETE TRAFFIC MPE SP -12.S, 1") TN 3d 294.00 9,996.00 38.06 11,189 64 0.00 38.06 11,189.64 0.00 ' Y23.94%., ,. -4.06 -1,193.64 334.3-13B (FPI EASEMENT) LF 24 141.00 3,384.00 24.00 3,384.00 0.00 24.00 3,184.00 0.00 300.00% 0.00 0.00 430-175-115 PIPE CULVERT, OPTIONAL MATERIAL, ROUND. 15' S/CD (RCP) LF 80 17100 13,760.00 80.00 13,760.00 0.00 80.00 13,760.00 0.00 100.00% 0.00 0.00 430.175 -124 PIPE CULVERT, OPTIONAL MATERIAL, ROUND 24' S/CD (RCP) PIPE CULVERT, OPTIONAL MATERIAL, ROUND I9"X30' S/CO LF 40 208.50 8,340.00 40.00 8,340.00 �^ li. :' �: 0.00 40.00 8,340.00 0.00 100.00% 0.00 0.00 430-17S-224 SY 6,450 4.00 2S,SW.00 7,936.45 31,745.80 0.00 7,936AS 31,745.80 0.00 126 091E -1,486.45 -5,945.80 570.1-2 PERFORMANCE TURF, 500 (MATCH EXISTING) AS 2 450.00 900.00 2.00 900AG .� •-%:: 0.00 2.00 900.00 DAD 100.00% 0.00 0.00 71X7-1-11 SCRUB JAY SIGNAGE (INSTALLATION ONLY) AS 1 725.00 725.00 LW 72S.000.000.00100.00%0.00 LW 725.00 0.00 0.00 700.1.11A SINGLE POST SIGN, UP TO 12 SF EA 4 2,015.00 8,060.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% d.00 8,060.00 519.78 BOLLARDS (COLLAPM! D .ASAtI�.TSUII(!1YR16:AN7BE'�dI10bRAVEl1N6P11EPARATION{6Y :.s '� .-.r.LOO �� 12;000.99 .QAC �I00.00% `. 0.00, 997,499.00 0.00 893.62700 5500.25 �. O.DO 899,127.24 0.00 90.14% 0.00 98,371.76 SUBTOTAL:; _.. »...,.._......_:..... 7777== TRANS -FLORIDA RAILWAY TRAIL FROM FELLSMERE TO WEST OF 1-95 PAY APP NO 2115-9 101112024 -10131/2024 SCHEDULED VALUE PREVIOUS APPLICATION THIS PERIOD TOTAL COMPLETED MATERIALS I % BALANCE TO FINISH '.nem No. D<,mroio� LA91T QTY Unit Price Amount QUANTITY Amount QUMT"l AmeuM QUANTITY AnWWt STORED QUANTRY AnWint 999 )SA FCPC.F AC'(:rUN- LS I 100,OCO.00 -6,809.37 0.00 0.00 0.00 0.00 0.00 1.00 {,809.37 7INSTALL APPR0X 0 - 6 INCHES OF ASPHALT MILLINGS UNDER TRAIL SUSGRADE TO RAISE TRAIL PROFILE FROM STA 112TD 1 Ls 1 22,482.81 22,482.81 1.00. 22,48281 0.00 1.00 22,482.81 0.00 100.OD% 0.00 0.00 WCD-2 STA 127 (APPROX 1500 LFI FURNISH, INSTALL A140 GRADE ADD'L COQUINA RASE MATERIAL LS1 1 38.127.00 38,127.00 3.00 38,127.00 ( 0.00 1.00 35,}.27.00 I 0.00 200.00% 0.00 O.tlO W W-3 FROM STA 68+37 TO SPA 93 OR APPROX 1,4601E 1' O:TEND PAVED TRAIL 19.58 LF WEST FROM SFA 68+3735 TO STI LS 1 4,631.00 4,631.00 1.00 4,631.00 0.00 1,00 4,631.011 0.01) SOO.DD'b 0.00 i 0.00 WCD-4 68+17.77 1 I PAY CONTRACTOR FOR ROUAADS NOT INSTALLED ON PROIECF LS 1 7.000.99 7,04039 LOD 7,040.99 0.00 IDO 7,040.99 0.00 100.DO% 0.00 0.00 WCO-5 .PER QUOTE -NON-PARTICIPATING - IRC TO RECEIVE FW 14' GALVENIZED GATES W/3' WIOE PAVED PEDESTRIAN LS 1 34,527.57 3452757 0.75 25,895.68 0.25 8,631.89 1.00 34,527.57 0.00 100.00% 0.00 0.00 WCD-6 ENTRANCES, FSI PAVED APRONS, FBI STONEAPRONS _.__._.._.. 106,809.37 98,177-48 _-_ -.. 8,631.89 106,809.37 100.00% 0.00 SUBTOTAL WORK CHANGE DIRECTIVES TRANS -FLORIDA RAILWAY TRAIL FROM FELLSMERE TO WEST OF 1-95 TOTAL 1,097,499.00 TOTAL 99lp4A? TOTAL 11,132.14 TOTAL 1.005,936.61 DAB TOTAL 91,562.39 AMOUNT COMPLETED TO DATE $1,005,936.61 MATERIALS STORED TO DATE $Om $1,005,936.61 SUB -TOTAL MATERIALS STORED AND COMPLETE TO DATE RETAINAGE OF WORK COMPLETED AT 5% $505,936.61 TOTAL COMPLETED AND STORED LESS RETAINAGE $942.21425 LESS PREVIOUS PAYMENT $6&722.36 AMOUNT DUE CONTRACTOR ,+r...awn.,.w.�.....nn..�..,..,..rn........,..-.......»a.....�..n.w.,..+, .,.... +..�.,