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Gradex/CO 7/dec 140,753.95/Shelborn Rd
• CITY OF CARMEL TO: Engineering Department CONTRACT CHANGE ORDER NO.:7 (FINAL CHANGE ORDER) One Civic Square DATE: October 1, 2012 Carmel, IN 46032 PROJECT NAME: Shelborne Rd. from North of 116th to 126th St. and 131st RAB CITY REQ. NO.: CITY PO NO.: 0513-10 CITY PO DATE: I. You are directed to make the following changes in this Contract: ii �I See Attached Exhibit A �O" SCHEDULED ADJUSTMENT ITEM AMOUNT (+) OR(- ) DAYS See Attached Change Order Table ($140,753.95) (+)0 II. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: R.F.P.: N/A_W.D.C. NO.: N/A_ Other: The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $4,756,686.62 Contract Price will be increased/decreased by this Change Order ($140,753.95) New Contract Price including this Change Order $4,615,932.67 Contract Time prior to this Change Order 214 Days 5/29/2011 Completion Date Net increased/decreased resulting from this Change Order 69 Days Current Contract Time including this Change Order 283 Days 8/17/2011 Completion Date This Change Order is for full and final settlement of all direct, indirect, impact costs and time extensions incurred at any time resulting from the performance of the changed work. The Above Changes Are The Above Changes Are Accepted Approved Recommended 1Qt��a72fi CROSSROAD Gradex Inc. ��.J ENGINEER CONTRACTOR James Brainard, M.yor/ 3417 Sherman Drive 3685 Priority Way S. Drive // //' Address Address 'ael Mc:ride, y Ei$leer Beech Grove, IN 46107 Indiana olis IN i ���, . � City/State/Zip City/St, .f Mary •. Burke/Me lber Lori'Wat .', Memb- By: Derrick ye B :Tom J eKl en a /.T: / Phone: 317-780-1555 Phone: 3 -573-3970 .1 Tana Cordray, I 'reasurer Date: 10/1/12 Date: 10/1/12 Date: /D//7 CITY OF CARMEL EXHIBIT A Shelborne Road from North of 116th to 126th Street and 131st Roundabout Project#06-21 CHANGE ORDER TABLE #7 (FINAL CHANGE ORDER) ` e -C, ORIGINAL ORIGNAL FINAL 1 , R ITEM7N,O DESCRIPTION ';. ; iib..;{ , ,:UNIT, UNIT PRICE „ .'QUANTITY ,_, AMOUNTS QUANTITY ,;FINAL AMOUNT OVER/UNDER CONSTRUCTION ENGINEERING 1 LS $35,000.00 1.00 $35,000.00 1.00 $35,000.00 $0.00 MOBILIZATION AND 2 DEMOBILIZATION LS $230,000.00 1.00 $230,000.00 1.00 $230,000.00 $0.00 CLEARING RIGHT OF WAY 3 LS $75,000.00 1.00 $75,000.00 1.00 $75,000.00 $0.00 OFFICE EQUIPMENT 4 LS $25,000.00 1.00 $25,000.00 1.00 $25,000.00 $0.00 SURFACE MILLING, ASPHALT, 1.5 5 IN. SYS $2.00 386.00 $772.00 0.00 $0.00 ($772.00) TRANSITION MILLING, ASPHALT, 6 1.5 IN. SYS $2.00 1730.00 $3,460.00 1562.33 $3,124.66 ($335.34) EXCAVATION, COMMON 7 CYS $18.00 5584.00 $100,512.00 6747.00 $121,446.00 $20,934.00 BORROW 8 CYS $3.50 43895.00 $153,632.50 45058.00 $157,703.00 $4,070.50 TEMPORARY DITCH INLET 9 PROTECTION EACH $85.00 22.00 $1,870.00 0.00 $0.00 ($1,870.00) TEMPORARY EROSION & 10 SEDIMENT CONTROL, CURB EACH $65.00 101.00 $6,565.00 0.00 $0.00 ($6,565.00) INLET PROTECTION TEMPORARY CULVERT ---1- PROTECTION EACH x$0400 0700 $0.00 0.00 $$0..00 $0.00 TEMPORARY SEDIMENT TRAP, 12 MODIFIED TON $4.40 42.00 $184.80 0.00 $0.00 ($184.80) TEMPORARY SEDIMENT BASIN 13 EACH $1,650.00 1.00 $1,650.00 0.00 $0.00 ($1,650.00) TEMPORARY SILT FENCE 14 LFT $1.15 11789.00 $13,557.35 8266.00 $9,505.90 ($4,051.45) 15 UNIFORM RIPRAP TEMPORARY CHECK DAM, TON $65.00 9.30 $604.50 0.00 $0.00 ($604.50) UNIFORM REVETMENT, RIPRAP 16 TON $65.00 6.50 $422.50 10.54 $685.10 $262.60 Project#06-21 CHANGE ORDER TABLE #7 (FINAL CHANGE ORDER) p7c :k l'`' ., '''.4:4..-,21,;::.:,.,„,. '''%: :: rORIGINAns ORIGINAL ;" .FINAL -. .: ¢a ,a ;x ,s,, �.�' .c.,,-:',,._ z ` 4 �� pp F * ; k5 IS ._,, ,a.; a YY K;S. �.n ;.. A �g , ITEIVMINO. • DESCRIPTION k.- a ,. UNIT: UNIT'P,RICE : , :��UANTITY,> AMOUNT - UANTITY ;FINALAMOUNT OVER?UNDER GEOTEXTILES 17 SYS $20.00 15.00 $300.00 33.61 $672.20 $372.20 EROSION CONTROL BLANKET 18 SYS $1.35 209.00 $282.15 96.90 $130.82 ($151.34) SUBGRADE TREATMENT, TYPE IA 19 SYS $3.75 40081.00 $150,303.75 34864.08 $130,740.30 ($19,563.45) SUBGRADE TREATMENT 20 (UNDISTRIBUTED) CYS $35.00 500.00 $17,500.00 217.66 $7,618.10 ($9,881.90) STRUCTURE BACKFILL, TYPE 1 21 CYS $18.00 12598.00 $226,764.00 9402.87 $169,251.66 ($57,512.34) FLOWABLE BACKFILL, 22 REMOVABLE (UNDISTRIBUTED) CYS $55.00 1066.00 $58,630.00 0.00 $0.00 ($58,630.00) COMPACTED AGGREGATE, NO. 23 53, BASE TON $22.00 2937.00 $64,614.00 3342.90 $73,543.80 $8,929.80 SUBGRADE TREATMENT, TYPE III 24 SYS $8.50 722.00 $6,137.00 0.00 $0.00 ($6,137.00) COLORED AND JOINTED 25 CONCRETE, 7 IN. SYS $60.00 961.30 $57,678.00 439.91 $26,394.60 ($31,283.40) 26 COLORED AND JOINTED CONCRETE, 4 IN. SYS $73.00 59.00 $4,307.00 65.26 $4,763.98 $456.98 HMA SURFACE, TYPE C, 9.5 mm 27 TON $69.00 2603.60 $179,648.40 3183.83 $219,684.27 $40,035.87 HMA INTERMEDIATE, TYPE C, 19.0 28 mm TON $50.00 4341.80 $217,090.00 3656.33 $182,816.50 ($34,273.50) HMA BASE, TYPE C, 25.0 mm 29 TON $47.00 11585.20 $544,504.40 12692.94 $596,568.18 $52,063.78 HMA INTERMEDIATE, TYPE C, OG 30 19.0 mm TON $47.00 6076.80 $285,609.60 5379.97 $252,858.59 ($32,751.01) ASPHALT FOR TACK COAT 31 TON $100.00 53.10 $5,310.00 59.31 $5,931.00 $621.00 HMA SURFACE, TYPE B 32 TON $88.00 510.00 $44,880.00 689.13 $60,643.44 $15,763.44 HMA INTERMEDIATE, TYPE B 33 TON $55.00 1592.00 $87,560.00 1838.86 $101,137.30 $13,577.30 34 CURB RAMP, CONCRETE (ALL SYS $83.00 532.00 $44,156.00 514.59 $42,710.97 ($1,445.03) TYPES) Project#06-21 CHANGE ORDER TABLE #7 (FINAL CHANGE ORDER) j. >z �� s ORIGINAL "ORIGINAL ; 3,:: � FINAL � a... ITEM:NO DESCRIPTION 110,11±--,f'' UNIT PRICE ,QUANTITY,- , '-AMOUNT i QUANTITY. , FINAL AMOUNT CVER.;UNDER SIDEWALK, CONCRETE, 35 RECONSTRUCTION 4 IN. SYS $40.00 100.00 $4,000.00 275.06 $11,002.40 $7,002.40 (UNDISTRIBUTED) COMBINED CURB AND GUTTER 36 TYPE II LFT $11.00 12959.00 $142,549.00 12729.00 $140,019.00 ($2,530.00) COMBINED CURB AND GUTTER 37 TYPE III LFT $11.00 9626.00 $105,886.00 10029.50 $110,324.50 $4,438.50 COMBINED CURB AND GUTTER, 38 ROLL, MODIFIED LFT $15.00 1075.00 $16,125.00 1066.00 $15,990.00 ($135.00) STRAIGHT CONCRETE CURB 39 LFT $16.00 962.00 $15,392.00 955.00 $15,280.00 ($112.00) PCCP FOR APPROACHES, 6 IN. 40 SYS $40.00 828.00 $33,120.00 702.57 $28,102.80 ($5,017.20) HMA FOR DRIVE APPROACHES 41 TON $69.00 122.30 $8,438.70 124.58 $8,596.02 $157.32 COARSE AGG, 73 42 TON $50.00 84.00 $4,200.00 0.00 $0.00 ($4,200.00) MAILBOX ASSEMBLY, SINGLE 43 EACH $166.00 14.00 $2,324.00 18.00 $2,988.00 $664.00 MONUMENT, SECTION CORNER 44 EACH $510.00 3.00 $1,530.00 4.00 $2,040.00 $510.00 MOBILIZATION AND 45 DEMOBILIZATION FOR SEEDING EACH $500.00 3.00 $1,500.00 3.00 $1,500.00 $0.00 MULCHED SEEDING, TYPE U 46 SYS $0.41 5296.00 $2,171.36 7862.83 $3,223.76 $1,052.40 SEED MIXTURE, TYPE D 47 LBS $1,125.00 1.00 $1,125.00 0.00 $0.00 ($1,125.00) WATER 48 kGal $1.00 161.00 $161.00 0.00 $0.00 ($161.00) TOPSOIL 49 CYS $4.00 7971.00 $31,884.00 0.00 $0.00 ($31,884.00) SODDING, NURSERY 50 SYS $2.65 41100.00 $108,915.00 22006.49 $58,317.20 ($50,597.80) DRAINAGE TILES 51 (UNDISTRIBUTED) LFT $10.00 100.00 $1,000.00 5.00 $50.00 ($950.00) MODULAR BLOCK WALL 52 SYS $135.00 31.30 $4,225.50 40.70 $5,494.50 51,269,00 Project#06-21 CHANGE ORDER TABLE #7 (FINAL CHANGE ORDER) MODULAR BLOCK WALL , 53 ERECTION SYS $270.00 31.30 $8'451.00 4070 $10'989.00 52'538.08 5TRUCTURE8ACKF|LLTYPE3 54 BACKFILL, CYS $125.00 9.00 $1,125.00 I4.00 $1'750.00 $625,00 PIPE, TYPE 4, CIRCULAR, 6 IN 55 DOUBLE WALL, SMOOTH LFT $6.75 9157.00 $61,80975 8768.00 $59'184.00 ($2'62575) INTERIOR VIDEO INSPECTION FOR 56 UNDERDRAINS LFT $1.35 9157.00 $12'361.95 0.00 $0.00 ($1I361.95) PIPE, TYPE 2, CIRCULAR, 12 IN. 57 LFT $25.00 3535.00 $88'375.00 320625 $8015625 ($8,218.75) PIPE, TYPE 2, CIRCULAR, 15 IN. 50 LFT $2800 655.00 $18'340.00 434.75 $12,173.00 ($6'167.00) PIPE, TYPE 2, CIRCULAR, 18 IN. 59 LFT $32.00 767.00 $24,544.00 1057.50 $33'840.00 $9'296 00 PIPE, TYPE 2, CIRCULAR, 24 IN. 60 LFT $46.00 576.00 $26,496.00 230.10 $I0'584.60 ($15'911.40) PIPE, TYPE 2, CIRCULAR, 36 IN. 61 LFT $65.00 3575.00 $232'375.00 3629.00 $235'885.00 $3'510.00 PIPE END SECTION PRECAST 62 CONCRETE, 12 IN. EACH $585.00 2.00 $1'170.00 6.00 $3'510.00 $2'340 DO PIPE END SECTION PRECAST 63 CONCRETE, 15 IN. EACH $615.00 2.00 $1'230.00 4.00 $2'460.00 51'230,00 PIPE END SECTION PRECAST 64 CONCRETE, 36 IN. EACH $1,800.00 1.00 $1'800.00 1.00 $1'800.00 $0.00 AGGREGATE FOR UNDERDRAIN 65 CYS $30.00 934.00 $28'020.00 613.16 $18'394.80 ($9'62520) GEOTEXTILES FOR UNDERDRAIN 66 SYS $0.90 10217.00 $9'19530 649837 $5'848.53 ($3,34677) CATCH BASIN, E-7 67 EACH $1'400.00 8.00 $11'200.00 11.00 $15'400.00 $4'200.00 MANHOLE, C-4 68 EACH $1'80000 27.00 $48'600.00 20.00 $36'000.00 ($12'600.00) INLET, J'10 69 EACH $1'300.00 27.00 $35'100.00 36.00 $46'800.00 $11'700.00 INLET, K'10 70 EACH $1'700.00 12.00 $20'400.00 8.00 $13'600.00 ($6'880.00) Project#06-21 CHANGE ORDER TABLE #7 (FINAL CHANGE ORDER) z ORIGINAL ORIGINAL FINAL ITEM NO 1 DESCRIPTION ' V = :KIT . UNIT°:PRICE,• QUANTITY ,:, :AMOUNT 11p1 if a F NAL AMOUNT ,OVER/UNDER of CATCH BASIN, K10 71 EACH $1,800.00 17.00 $30,600.00 32.00 $57,600.00 $27,000.00 CASTING, ADJUST TO GRADE 72 EACH $700.00 6.00 $4,200.00 6.00 $4,200.00 $0.00 CASTING, 4, FURNISH AND 73 ADJUST TO GRADE EACH $1,100.00 2.00 $2,200.00 0.00 $0.00 ($2,200.00) MANHOLE, D-4 74 EACH $4,000.00 28.00 $112,000.00 24.00 $96,000.00 ($16,000.00) INLET, B-15 75 EACH $2,000.00 10.00 $20,000.00 8.00 $16,000.00 ($4,000.00) INLET, C-15 76 EACH $2,100.00 3.00 $6,300.00 2.00 $4,200.00 ($2,100.00) CATCH BASIN, C-15 77 EACH $2,200.00 1.00 $2,200.00 8.00 $17,600.00 $15,400.00 INLET, REMOVE 78 EACH $500.00 8.00 $4,000.00 10.00 $5,000.00 $1,000.00 FENCE, CHAIN LINK, REMOVE 79 LFT $5.00 350.00 $1,750.00 391.00 $1,955.00 $205,00 FENCE, CHAIN LINK, 48 IN. 80 LFT $17.00 350.00 $5,950.00 258.00 $4,386.00 ($1,564.00) FENCE, FARM FIELDS, REMOVE 81 LFT $1.60 1535.00 $2,456.00 967.00 $1,547.20 ($908.80) FENCE, FARM FIELD, 47 IN. 82 LFT $6.00 1535.00 $9,210.00 0.00 $0.00 ($9,210.00) ROAD CLOSURE SIGN ASSEMBLY 83 EACH $626.00 4.00 $2,504.00 4.00 $2,504.00 $0.00 DETOUR ROUTE MARKER 84 ASSEMBLY EACH $88.00 55.00 $4,840.00 43.00 $3,784.00 ($1,056.00) CONSTRUCTION SIGN, A 85 -EACH $144.00 21.00 $3,024.00 33.00 $4,752.00 $1,728.00 MAINTAINING TRAFFIC 86 LS $128,000.00 1.00 $128,000.00 1.00 $128,000.00 $0.00 BARRICADE, Ill-A 87 LFT $6.75 440.00 $2,970.00 376.00 $2,538.00 ($432.00) SIGN POST, SQUARE, 1, 88 REINFORCED ANCHOR BASE LFT $13.50 835.00 $11,272.50 535.60 $7,230.60 ($4,041.90) Project#06-21 CHANGE ORDER TABLE #7 (FINAL CHANGE ORDER) ''' ,,,,-;' 1 _,. , , 4-,0 f&t- '-:-ORIGINAL& t ORItiNAL ' 'FINAL S, ;&E&,`., i I tis,,-,,,ziix.§-7,„ SIGN SHEET, ENCAPSULATED 89 LENS WITH LEGEND, 0 08 IN. SFT $1I00 147.30 $2'209.50 197.50 $2'962.50 $753.00 SIGN, SHEET ENCAPSULATED 90 LENS WITH LEGEND, 0.10 IN. SFT $16.00 23870 $3.81920 163.37 $2'613.92 ($1'20528) DECORATIVE STREET SIGN 91 ASSEMBLY EACH $1'450.00 10.00 $14'500.00 10.45 $15'152.50 $652.50 SIGN, SHEE RELOCATION 92 (UNDISTRIBUTED) EACH $40.00 10.00 $400.00 3.00 $120.00 ($280.00) CONCRETE FOUNDATION WITH 93 GROUNDING, 30 IN. DIAMETER x EACH $1'100.00 10.00 $11'000.00 10.00 $11'000.00 $0.00 96 IN. LIGHT POLE ASSEMBLY, RAB 94 EACH $7'400.00 10.00 $74'000.00 10.00 $74'000O0 $0.00 HANDHOLE, IRRIGATION 95 EACH $800.00 10.00 $8'000.00 0.00 $0.00 ($8'000.00) WIRE, NO. 4. COPPER, |NPLASTIC 96 DUCT, |N TRENCH, 41/C LFT $10.00 1178.00 $11'780.00 2125.00 $21'250.00 59'470,00 SCHOOL FLASHER ASSEMBLY, 97 RELOCATE EACH $2'100.00 2.00 $4'200.00 2.00 $4'200.00 $0.00 SERVICE POINT, II 98 EACH $5'525.00 3.00 $16'575.00 3.00 $16'575.00 $0.00 CONDUIT, PVC, 4 IN. 99 LFT $7.00 1857.00 $12'999.00 1340.00 $9,380.00 ($3'619.00) CONDUIT, PVC, 3/4 IN. 100 LFT $1.00 70.00 $70.00 25.00 $25.00 ($45.00) LINE, THERMOPLASTIC, DOTTED 101 WHITE, 8 IN. 2. LINE, 2' GAP LFT $1.44 192.00 $276.48 318.00 $457.92 $181.44 LINE, THERMOPLASTIC, SOLID, 102 WHITE, 4 IN. LFT $0.57 475.00 $27075 6599.00 $3,761.43 53'490.68 LINE, THERMOPLASTIC, SOLID, 103 YELLOW, 4 IN. LFT $0.57 1988.00 $1'133.16 4492.00 $2'560.44 $1,427.28 SNOWPLOWABLE RAISED 104 PAVEMENTMA�KER (YELL0VV) EACH $80.00 34.00 $2'720.00 26.00 $2'080.00 ($640.00) SNOWPLOWABLE RAISED 105 PAVEMENT MARKER (BLUE) EACH $93.00 13.00 $1'209.00 13.00 $1'209.00 $0.00 Project#06-21 CHANGE ORDER TABLE #7 (FINAL CHANGE ORDER) il r ORIGINAL ! ORIGINAL .r FIIIAL : ITEM NO:.•• DESCRIPTION:. , .- UNIT, 'I UNIT PRICE QUANTITY AMOUNT QUA■TITY,f ,FINALxAMOU,NT• C yER/UNDER TRANSVERSE MARKING, 106 THERMOPLASTIC, CROSSHATCH, $2.00 1471.00 $2,942.00 470.20 $940.40 ($2,001.60) YELLOW, 12 IN. LFT TRANSVERSE MARKING, 107 THERMOPLASTIC, STOP BAR, 24 $4.00 129.00 $516.00 105.00 $420.00 ($96.00) IN. LFT TRANSVERSE MARKING, 108 THERMOPLASTIC, CROSSWALK $1.23 1100.00 $1,353.00 756.00 $929.88 ($423.12) LINE, 6 IN. LFT PAVEMENT MESSAGE MARKINGS, 109 THERMOPLASTIC, LANE $100.00 5.00 $500.00 8.00 $800.00 $300.00 INDICATION ARROW EACH PAVEMENT MESSAGE MARKINGS, 110 THERMOPLASTIC, WORD (ONLY) $100.00 5.00 $500.00 6.00 $600.00 $100.00 EACH TRANSVERSE MARKINGS, 111 THERMOPLASTIC, CROSSWALK $4.00 800.00 $3,200.00 563.00 $2,252.00 ($948.00) LINE, 24 IN. LFT TRANSVERSE MARKINGS, 112 THERMOPLASTIC, WHITE YIELD $22.00 99.00 $2,178.00 56.00 $1,232.00 ($946.00) LINE, 27 IN. EACH PLANTING SOIL 113 CY S $36.00 746.00 $26,856.00 740.00 $26,640.00 ($216.00) LIMESTONE, ENDCAP 114 EACH $3,100.00 6.00 $18,600.00 6.00 $18,600.00 $0.00 LIMESTONE, BLOCK 115 CFT $78.00 1242.00 $96,876.00 1170.99 $91,336.92 ($5,539.08) MULCH, HARDWOOD, SHREDDED 116 BARK CYS $56.00 119.00 $6,664.00 119.00 $6,664.00 $0.00 PLANT, DECIDUOUS SHRUB, 15 117 IN. - 18 IN. EACH $28.00 224.00 $6,272.00 224.00 $6,272.00 $0.00 118 PLANT, DECIDUOUS SHRUB. 18 IN. $33.00 108.00 $3,564.00 108.00 $3,564.00 $0.00 24 IN HEIGHT EACH 1 19 N ANT, DECIDUOUS TREE, 2.5 3 EACH $268.00 129.00 $34,572.00 129.00 $34,572.00 $0.00 120 N ANT, DECIDUOUS TREE, 2.0 2.5 EACH $181.00 189.00 $34,209.00 189.00 $34,209.00 $0.00 121 PLANT, T , ORNAMENTAL GRASS, 2 EACH $12.00 250.00 $3,000.00 250.00 $3,000.00 $0.00 Project#06-21 CHANGE ORDER TABLE #7 (FINAL CHANGE ORDER) r, : , '* 2 ORIGINAL ORIGINAL FINAL t* .: ITEMkNO DESCRIPTION z ': UNIT UNIT PRICE* UANTIV AMOUNT OMUNT f,_� UANTITY ,: FJ,NAL AMOUNT, . OVER"-UNDER 122 PLANT, PERENNIAL, 1 GAL. EACH $8.50 4223.00 $35,895.50 4223.00 $35,895.50 $0.00 123 SPADE EDGE LFT $1.00 777.00 $777.00 777.00 $777.00 $0.00 124 IRRIGATION, LANDSCAPE LS $38,000.00 1.00 $38,000.00 1.00 $38,000.00 $0.00 125 LANDSCAPE LIGHTING LS $15,000.00 1.00 $15,000.00 1.00 $15,000.00 $0.00 126 2 IN. GALVANIZED STEEL CONDUIT LFT $11.00 1107.00 $12,177.00 1974.00 $21,714.00 $9,537.00 127 MODIFIED CURB, TYPE D SYS $60.00 33.30 $1,998.00 30.63 $1,837.80 ($160.20) *128 RELOCATE FIRE HYDRANT& EACH $2,500.00 8.00 $20,000.00 10.00 $25,000.00 $5,000.00 ADJUST TO GRADE REMOVE HYDRANT&ABANDON *129 HYDRANT VALVE IN PLACE (STA LS $4,000.00 1.00 $4,000.00 0.00 $0.00 ($4,000.00) 59+00) RELOCATE FIRE HYDRANT *130 ADJUST VALVE BOX TO GRADE EACH $275.00 25.00 $6,875.00 25.00 $6,875.00 $0.00 *131 GRADE CURB STOP BOX TO EACH $350.00 9.00 $3,150.00 11.00 $3,850.00 $700.00 *132 MOT BUS ACCESS IN R/W STA LS $3,092.00 1.00 $3,092.00 1.00 $3,092.00 $0.00 38+00 TO 47+00 *133 MOT BUS ACCESS OUTSIDE R/W TON $20.64 308.66 $6,370.74 308.66 $6,370.74 $0.00 STA 38+00 TO 33+00 *134 18" PIPE END SECTION EACH $1,281.96 1.00 $1,281.96 1.00 $1,281.96 $0.00 *135 REMOVAL AND REINSTALLATION LS $2,200.00 1.00 $2,200.00 1.00 $2,200.00 $0.00 OF BLOCK WALL FROM STR. 131A *136 RESET AND RELOCATE EXISTING EACH $307.26 3.00 $921.78 3.00 $921.78 $0.00 STREET SIGNS *137 ADDITIONAL MOB AND DEMOB LS $1,692.00 1.00 $1,692.00 1.00 $1,692.00 $0.00 FOR CLEARING EQUIPMENT CUT SWALE FOR DRAINAGE FROM *138 LS $ 1,113.00 1.00 $1,113.00 1.00 $1,113.00 $0.00 STR 139 *139 DRIVEWAY REMOVAL 32+10 RT LS $ 457.50 1.00 $457.50 1.00 $457.50 $0.00 Project#06-21 CHANGE ORDER TABLE #7 (FINAL CHANGE ORDER) ' ORIGINAL ORIGIN,4L; FIN A L ITEM NO. DESCRIPTION =::', ,� •• , INITI, UNIT PRICE ..QUANTITY..... :AMOUNT . QUANTITY6 FOAL AMOUNT OUEIgUNDER... *140 WATER MAIN CONFLICT STA 59+00 LS $ 17,150.00 1.00 $17,150.00 1.00 $17,150.00 $0.00 *141 REMOVAL OF TEMPORARY BUS TON $ 19.12 193.48 $3,699.34 193.48 $3,699.34 $0.00 DRIVE AND REUSE OF MATERIAL *142 REPLACE WITH TYPE 10 CASTING EACH $ 1,224.72 1.00 $1,224.72 1.00 $1,224.72 $0.00 AND ADJUST TO GRADE *143 CORE HOLES FOR STR 193 LS $ 666.40 1.00 $666.40 1.00 $666.40 $0.00 *144 SANITARY MANHOLE LS $ 3,341.47 1.00 $3,341.47 1.00 $3,341.47 $0.00 RECONSTRUCT *145 TEMPORARY TRAFFIC PAINT LFT $ 0.18 444.00 $79.92 444.00 $79.92 $0.00 SOLID WHITE 4" *146 TEMPORARY TRAFFIC PAINT LFT $ 0.18 321.00 $57.78 321.00 $57.78 $0.00 SOLID YELLOW 4" *147 TEMPORARY TRAFFIC PAINT LFT $ 0.46 66.00 $30.36 66.00 $30.36 $0.00 DOTTED *148 TEMPORARY TRAFFIC PAINT STOP LFT $ 1.50 24.00 $36.00 26.40 $39.60 $3.60 LINE 24" *149 TEMPORARY MULCHING SYS $ 0.65 7134.00 $4,637.10 7854.00 $5,105.10 $468.00 MATERIAL *150 ABANDON, CAP AND PLUG EACH $ 1,568.00 1.00 $1,568.00 1.00 $1,568.00 $0.00 EXISTING FIRE HYDRANT *151 MAIN ST. AND SHELBORNE RD. LS $ 12,502.00 1.00 $12,502.00 1.31 $16,343.30 $3,841.30 FENCE RELOCATION *152 RETROFIT STREET LIGHTS TO LED EACH $ 1,650.00 10.00 $16,500.00 9.70 $16,005.00 ($495.00) *153 MULCHSEEDING(CARMEL MIX) SYS $ 1.10 10187.00 $11,205.70 14410.49 $15,851.54 $4,645.84 *154 CLEANOUT EXISTING STORM LS $ 1,397.00 1.00 $1,397.00 1.00 $1,397.00 $0.00 SEWER *155 STRUCTURE RIM ADJUSTMENTS LS $ 3,022.88 1.00 $3,022.88 1.00 $3,022.88 $0.00 STRUCTURE 251 AND 252 *156 MODIFICATION FOR AT&T LS $ 396.00 1.00 $396.00 1.00 $396.00 $0.00 CONFLICT *157 ADDITIONAL DRAINAGE BEHIND LS $ 729.00 1.00 $729.00 1.00 $729.00 $0.00 WALK PATH AT STRUCTURE 270 Project#06-21 CHANGE ORDER TABLE #7 (FINAL CHANGE ORDER) E ORIGINAL ORIGINAL FINAL `' ITENI'NO _:ESCRIPTION ,t UNIT UNIT PRICE QUANTITY AMOUNT QUANTITY FINAL AMOUNT LOVR/UNDER *158 OFFICE EQUIPMENT(2011 PRICE LS $ 349.80 2.00 $699.60 6.00 $2,098.80 $1,399.20 ADJ.) *159 EXCAVATION, COMMON (2011 CYS $ 0.85 0.00 $0.00 1221.00 $1,037.85 $1.,037.85 PRICE ADJ.) *160 BORROW(2011 PRICE ADJ.) CYS $ 0.17 0.00 $0.00 7895.00 $1,342.15 $1,342.15 *161 REVETMENT. RIPRAP(2011 PRICE TON $ 1.71 0.00 $0.00 10.00 $17.10 $17.10 ADJ.) *162 GEOTEXTILES(2011 PRICE ADJ.) SYS $ 0.49 0.00 $0.00 25.00 $12.25 $12.25 *163 SUBGRADE TREATMENT. TYPE 1A SYS $ 0.03 0.00 $0.00 8820.30 $264.61 5264.61 (2011 PRICE ADJ.) *164 STRUCTURE BACKFILL,TYPE 1 CYS $ 1.17 0.00 $0.00 521.98 $610.72 $610.72 (2011 PRICE ADJ.) *165 COMPACTED AGGREGATE, NO. 53, TON $ 2.71 0.00 $0.00 588.00 $1,593.48 $1,593.48 BASE(2011 PRICE ADJ.) *166 COLORED AND JOINTED SYS $ 4.40 0.00 $0.00 145.75 $641.30 $641.30 CONCRETE. 7" (2011 PRICE ADJ.) *167 COLORED AND JOINTED SYS $ 4.40 0.00 $0.00 16.00 $70.40 $70.40 CONCRETE,4" (2011 PRICE ADJ.) *168 HMA SURFACE,TYPE C.9.5 mm TON $ 6.60 0.00 $0.00 1847.39 $12,192.77 $12,192.77 (2011 PRICE ADJ.) *169 HMA INTERMEDIATE,TYPE C. 19.0 TON $ 4.95 0.00 $0.00 918.15 $4,544.84 $4,544.84 mm(2011 PRICE ADJ.) *170 HMA BASE,TYPE C,25.0 mm(2011 TON $ 4.40 0.00 PRICE ADJ.) $0.00 3554.22 $15,638.57 $15,638.57 *171 HMA INTERMEDIATE,TYPE C.OG TON $ 4.40 0.00 $0.00 1340.38 $5,897.67 $5,897.67 19.0 mm(2011 PRICE ADJ.) *172 ASPHALT FOR TACK COAT(2011 TON $ 11.00 0.00 $0.00 29.64 $326.04 $326.04 PRICE ADJ.) *173 HMA SURFACE,TYPE B (2011 PRICE TON $ 6.60 0.00 $0.00 119.64 $789.62 $789.62 ADJ.) *174 HMA INTERMEDIATE,TYPE B (2011 TON $ 4.40 0.00 $0.00 360.74 $1,587.26 $1,587,26 PRICE ADJ.) *175 CURB RAMP,CONCRETE(ALL SYS $ 4.40 0.00 $0.00 137.25 $603.90 $603.90 TYPES)(2011 PRICE ADJ.) Project#06-21 CHANGE ORDER TABLE #7 (FINAL CHANGE ORDER) ITEM Nu. uESCKIPTION i 4, ''., k=1,t UNIT UNI,TRRICE --a,,, 0,U4NTITY,. AMOUNT , QUANTITY,' FINAL AMOU,K 0,VEIR/UND111 SIDEWALK. CONCRETE, *170 RECONSTRUCTION 4 IN. SYS $ I20 0.00 $0.00 93.33 $20533 $205.33 .(UN05TNBUTED)(2011 PRICE ACUj COMBINED CURB AND GUTTFK *177 LFT $ 0.82 0.00 $0.00 2557.00 $2'096.74 $2,096.74 TYPE U (2011 PRICE ACUj COMBINED CURB AND GUTTEK, *178 LFT $ 0.82 0.00 $0.00 2682.50 $2,199.65 $2,199.65 TYPE III (2011 PRICE ADJ.) COMBINED CURB AND GUTTER *179 LFT $ 0.82 0.00 $0.00 350.00 $287.00 $287 OO ROLL. MODIFIED(2011 PRICE A0] STRAIGHT CONCRETE CURB (20|| *180 LFT $ 0.55 0.00 $0.00 315.00 $173.25 $17I25 PRICE&[J j P[TP FOR APPK0ACHES6 |� (20ll *181 ' SYS $ 1.65 0.00 $0.00 199.95 $329.92 $329.92 PRICE AD] ) HMA FOR DRIVE APPROACHES *182 TON $ 6.60 0.00 $0.00 0.00 $0.00 $0.00 (2011 PRICE A[Uj PIPE,TYPE 4`CIRCULAR,6 IN. *183 DOUBLE WALL. SMOOTH INTERIOR LFT $ 024 0.00 $0.00 1588.00 $38I.12 5381.12 (2011 PRICE ACU ) PIPE. 2, CIRCULAR,' l2 IN. LFT $ 0.65 0.00 $0.00 558.50 $363.03 $36I03 (2011 PRICE ADJ.) P|PE,TYPE�C|KCULAK, 15 IN *185 LFT $ 0.73 0.00 $0.00 48.00 $35.04 $35.04 (2011 PRICE ADU] PIPE.TYPE CIRCULAR' 2. . LFT $ 120 0.00 $0.00 121.60 $145.92 5145.92 (2011 PRICE ADJ ) AGGREGATE FOR UNDERDRAIN *187 CYS $ 1.07 0.00 $0.00 137.60 $14723 $147.23 (2011 PRICE xCU] GEOTEXTILES *188 ' SYS $ 0.03 0.00 $0.00 108870 $32.66 $32.66 (2011 PRICE ADJ.) *189 MANHOLE, C4(20ll PRICE aCUj EACH $ 21.06 0.00 $0.00 2.00 $42.12 $42.12 *190 INLET,]'l0(20|| PRICE AD]j EACH $ 15.21 0.00 $0.00 0.00 $0.00 $0.00 *191 INLET, K,l0p0|i PRICE xCUl EACH $ 19.89 0.00 $0.00 1.00 $19.89 $19.89 *192 MANHOLE, D4(201] PRICE ADJ) EACH $ 46.80 0.00 $0.00 0.00 $0.00 $0.00 Project#06-21 CHANGE ORDER TABLE #7 (FINAL CHANGE ORDER) u ®(2161441_ ORIGINAL FIIVA'L' i ITEM NO. DESCRIPTION 4UNIT UNIT PRICE t, QUANTTTx, A , _ QUANTITY FINAL AMOUNT OVER/UNDER *193 INLET, B-15 (2011 PRICE ADJ.) EACH $ 23.40 0.00 $0.00 6.00 $140.40 $140,40 *194 INLET,C-15 (2011 PRICE ADJ.) EACH $ 24.57 0.00 $0.00 0.00 $0.00 $0.00 *195 MODIFIED CURB,TYPE D(2011 SYS $ 1.37 0.00 $0.00 10.50 $14.39 $14.39 PRICE ADJ.) *196 SIDEWALK CONNECTION LSUM $ 3,036.00 0.00 $0.00 1.00 $3,036.00 $3,036.00 CREEKSIDE MIDDLE SCHOOL *197 EXCAVATION FOR BASE REPAIR LSUM $ 9,367.60 0.00 $0.00 1.00 $9,367.60 $9,367,60 *198 ADDITIONAL MILLING AND LSUM $ 7,949.93 0.00 $0.00 1.00 $7,949.93 $7,949,93 CLEANING *199 WALK PATH REPAIRS LSUM $ 6,000.00 0.00 $0.00 1.00 $6,000.00 $6,000.00 TO,TAL,OF�,CHANGE ORDER ITEMS ,;.__,,.. �_. ' �� A, ,,,� ,,, ', ?,x�� ,,,$,4.622,932 60 .�� � , =-q,.,$4,61,5;932.6,7 1 ,.,($6,999 93)'. TOTAL ORIGINAL CONTRACT PLUS CHANGE ORDER ITEMS ORIGINAL CONTRACT PRICE $4,622,932.60 CHANGE ORDER#1 $11,435.23 CHANGE ORDER#2 $27,652.43 CHANGE ORDER#3 $7,622.06 CHANGE ORDER#4 $12,502.00 CHANGE ORDER#5 $6,257.68 CHANGE ORDER#6 $68,284.62 Items 1 through 127 Original Items -$211,504.77 Items 128 through 197 Items Added to Contract $77,750.75 FINAL CHANGE ORDER#7 -$6,999.93 NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS $4,615,932.67 * Indicates additional item added to the contract.