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HomeMy WebLinkAboutVieth Construction Company-10/22/2012CHANGE ORDER NO. 19 Owner City of Waterloo Date October 15, 2012 Project Riverwalk Loop, Overlook Enhancements, Park to 6th Street (STP -ES -8155(694)-81-07) Owner's Contract No. 743 Contractor Vieth Construction Company Date of Contract Start September 2, 2008 $ 1 539 947.00 You are directed to make the following changes in the Contract Documents. Description: 19-1 Adjust original construction quantities to actual construction quantities $ 41,626.42 TOTAL ADDITIONS $ 41,626.42 Reason for Change Order: 19-1 As -Built quantities varied for some bid items. Compensation already made to contractor through original bid items. See attached summary. CONTRACT PRICE Original: $ 1,539,947.00 Original Completion Date: Previous C.O.s (ADD/DEDUCT): $ 71,659.69 Revised Completion Date: This C.O. (ADB/DEDUCT): $ 41,626.42 Contract Price with all approved Change Orders: $ 1,653,233.11 CONTRACT TIMES To Substantial To Final Completion Completion APPRO 46. By: er (Authorized Signature) THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO. Date ACCEPTED:E,� c By: d � � 770/A40/04( 5---// Contractor ( uthori Signature) Date 1°k -if -E. Date L:\work\project\106387\eng\Change Orders \Overlooks - CO# 19.docx AECOM 106387 / 19 Project No. Change Order No. FINAL CONTRACT SUMMARY RIVERWALK LOOP, OVERLOOK ENHANCEMENTS, PARK TO 6TH STREET IDOT PROJECT NUMBER STP -ES -8155(694)-81-07 CITY PROJECT NUMBER NO. 743 AECOM Protect Number 106387 Item No. Spec Section Item Description Unit Unit Price ORIGINAL QUANTITY FINAL QUANTITY QUANTITY DIFFERENCE INCREASE/ DECREASE 1 2101-0850002 CLEARING AND GRUBBING UNIT 30.00 520.10 520.10 - - 2 2102-2710070 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 10.00 1,835.00 1,835.00 - - 3 2102-2710090 EXCAVATION, CLASS 10, WASTE CY 20.00 1,378.00 1,378.00 - - 4 2105-8425005 TOPSOIL FURNISH AND SPREAD CY 33.00 814.00 563.00 (251.00) (8,283.00) 5 2107-0875000 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 6,00 2,313.00 2,313,00- 6 2115-0100000 MODIFIED SUBBASE CY 39.00 689.80 689.80 - 7 2213-6745500 REMOVAL OF CURB STA 3,250.00 0.48 0.48 - - 8 2301-1033080 STD OR SLIP FORM PCC PVMT, CLASS C, CLASS 3 DURABILITY, 8 IN. SY 55.00 126.33 126.33 - - 9 2401-6745765 REMOVAL OF LIGHT POLES EACH 200.00 10.00 9.00 (1.00) (200.00) 10 2401-6745910 REMOVAL OF SIGN EACH 950.00 1.00 1.00 11 2401-6750001 REMOVALS, AS PER PLAN LS 32,000.00 1.00 1.00 - - 12 2402-0875150 COMPACTION WITH MOISTURE CONTROL(STRUCTURES) CY 9.00 456.10 456.10 - - 13 2402-2720000 EXCAVATION, CLASS 20 CY 20.00 456.10 456.10 - - 14 2503-4470410 INTAKE, RA -41 EACH 3,850.00 1.00 1.00 - - 15 2503-4470610 INTAKE, RA -61 EACH 4,450.00 1.00 1.00 16 2503-7181036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 20.00 _ 65.00 65.00 - - 17 2503-7325012 SEWER PIPE, 2000D STORM, 12 IN. DIA. LF 75.00 56.60 56.60 - - 18 2510-6745850 REMOVAL OF PAVEMENT SY 15.00 471.20 525.23 54.03 810.45 19 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 850.00 2.00 2.00 - - 20 2511-0302600 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 6 IN. SY 33.00 1,445.03 1,445.03 - 21 2511-6745900 REMOVAL OF SIDEWALK SY 9.00 1,597.75 1,597.75 - - 22 2511-7528100 DETECTABLE WARNING - CURB RAMP SF 27.00 104.00 104.00 - - 23 2516-7825000 P.C. CONCRETE STEPS CY 625.00 14.20 14.20 - - 24 2516-8725000 P.C. CONCRETE RETAINING WALL CY 750.00 190.37 190.37 - - 25 2518-6910000 SAFETY CLOSURE EACH 210.00 9.00 8.00 (1.00) (210.00) 26 2523-0000100 LIGHTING POLES EACH 4,100.00 21.00 21.00 - 27 2523-0000200 ELECTRICAL CIRCUITS LF 8.00 2,261.00 2,261.00 - - 28 2523-0000310 HANDHOLES AND JUNCTION BOXES EACH 600.00 5.00 5.00 - - 29 2523-0000400 CONTROL CABINET EACH 5,600.00 1.00 1.00 - - 30 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM SF 21.00 74.80 76.00 1.20 25.20 31 2527-9263109 PAINTED PAVEMENT MARKING. WATERBORNE OR SOLVENT -BASED STA 150.00 18.00 16.95 (1.05) (157.50) 32 2528-8445110 TRAFFIC CONTROL LS 5,300.00 1.00 1.00 - 33 2528-8445112 FLAGGERS DAY 280.00 5.00 1.00 (4.00) (1,120.00) 34 2533-4980005 MOBILIZATION LS 24,000.00 1.00 1.00 - 35 2599-9999003 LIMESTONE SEAT WALL AND END WALL CY 2,975.00 79.00 84.20 6.20 15,470.00 36 2599-9999003 LIMESTONE SEATING BASE CY 3,800.00 5.40 4.45 (0.95) (3,610.00) 37 2599-9999005 BIKE RACK EACH 800.00 9.00 9.00 - 38 2599-9999005 CONCRETE SIGN FOOTING EACH 1,600.00 2.00 (2.00) (3,200.00) 39 2599-9999005 DRINKING FOUNTAIN EACH 4,000.00 1.00 1.00 - 40 2598-9999005 FLAG POLE ASSEMBLY EACH 2,175.00 7.00 7.00 - - 41 2599-9999005 LITTER RECEPTACLE EACH 1,075.00 7.00 9.00 2.00 2,150.00 42 2599-9999005 PERENNIAL PLANTS (FLAME GRASS, 1 GAL CONT.) EACH 10.30 830.00 915.00 85.00 875.50 43 2599-9999005 PERENNIAL PLANTS (HAMELIN FOUNTAIN GRASS, 1 GAL. CONT.) EACH 10.30 1,271.00 1,263.00 (8.00) (82.40) 44 2599-9999005 PERENNIAL PLANTS (KF. FEATHER REED GRASS, 1 GAL. CONT.) EACH 10.30 2,383.00 2,525.00 142.00 1,462.60 45 2599-9999005 PERENNIAL PLANTS (PRAIRIE BLUES LITTLE BLUESTEM, 1 GAL CONT EACH 12.00 192.00 203.00 11.00 132.00 46 2599-9999005 PERENNIAL PLANTS (RUSSIAN SAGE, 1 GAL. CONT.) EACH 11.50 370.00 343.00 (27.00) (310.50) 47 2599-9999005 PERENNIAL PLANTS (SILVER FEATHER GRASS, 1 GAL. CONT.) EACH 13.00 141.00 86.00 (55.00) (715.00) 48 2599-9999005 PERENNIAL PLANTS (WARRIOR SWITCH GRASS, 1 GAL. CONT.) EACH 10.30 1,431.00 1,421.00 (10.00) (103.00) 49 2599-9999005 SPECIALTY LIGHTING FIXTURE EACH 900.00 17.00 17.00 - 50 2599-9999005 STEEL BENCH SEATING ASSEMBLY EACH 925.00 50.00 50.00 0.00 51 2599-9999009 CONCRETE RAILING, AS PER PLAN LF 264.00 133.00 133.00 - 52 2599-9999009 HAND RAILING, AS PER PLAN LF 90.00 122.00 122.00 - - 53 2599-9999009 STEEL BED EDGING (3/16" MIN.) LF 15.00 150.00 305.00 155.00 2,325.00 54 2599-9999009 STEEL POSTS FOR TYPE A SIGNS, AS PER PLAN LF 37.00 125.00 131.20 6.20 229.40 55 2599-9999009 STEEL RAILING, AS PER PLAN LF 159.00 726.40 736.60 10.20 1,621.80 Page 1 of 3 Printed 10/15/2012 1:51 PM FINAL CONTRACT SUMMARY RIVERWALK LOOP, OVERLOOK ENHANCEMENTS, PARK TO 6TH STREET IDOT PROJECT NUMBER STP -ES -8155(694)-8I-07 CITY PROJECT NUMBER NO. 743 AECOM Project Number 106387 Item No. Spec Section Item Description Unit Unit Price ORIGINAL QUANTITY FINAL QUANTITY QUANTITY DIFFERENCE INCREASE/ DECREASE 562599-9999010 FLOOD CLOSURE PANEL, AS PER PLAN LS 5,500.00 1.00 1.00 - - 57 2599-9999010 PLAQUE REINSTALLATION, AS PER PLAN LS 900.00 1.00 1.00 - - 58 2599-9999010 SITE IRRIGATION LS 48,500.00 1.00 1.00 - - 59 2599-9999014 WEED BARRIER FABRIC SF 0.20 17,500.00 21,252.00 3,752.00 750.40 60 2599-9999018 COLORED, TOOLED PCC PAVEMENT SY 125.00 2,120.80 2,355.79 234.99 29,373.75 61 2601-2634100 MULCHING ACRE 350.00 0.70 (0.70) (245.00) 62 2601-2634450 COMPOST SOIL AMENDMENT ACRE 19,000.00 0.80 0.54 (0.26) (4,940.00) 63 2601-2636044 SEEDING AND FERTILIZING (URBAN) ACRE 6,600.00 0.30 (0.30) (1,980.00) 64 2602-0000020 SILT FENCE LF 2.00 2,000.00 213.00 (1,787.00) (3,574.00) 65 2602-0000080 REMOVAL OF SILT FENCE LF 0.10 2,000.00 213.00 (1,787.00) (178.70) 66 2602-0000090 CLEAN-OUT OF SILT FENCE LF 0.50 1,000.00 (1,000.00) (500.00) 67 2610-0000110 SHRUBS (GOLD FLAME SPIREA, 3 GAL. CONT.) EACH 65.00 13.00 13.00 - - 68 2610-0000110 SHRUBS (GRO-LOW SUMAC, 5 GAL. CONT.) EACH 68.00 25.00 25.00 - - 69 2610-0000120 TREE (BUR OAK, 3" CAL. B&B) EACH 750.00 3.00 3.00 - - 70 2610-0000120 TREE (QUAKING ASPEN, 2" CAL. B&B) EACH 400.00 13.00 13.00 71 2610-0000120 TREE (SWAMP WHITE OAK, 3" CAL. B&B) EACH 1,250.00 1.00 1.00 - - 72 2610-0000214 HARDWOOD MULCH CY 63.00 162.00 181.84 19.84 1,249.92 73 2610-0000300 FERTILIZER LB 0.20 8,750.00 3,771.75 (4,978.25) (995.65) 74 2610-0000400 WATERING FOR PLANTS MGAL 55.00 41.40 324.51 283.11 15,571.05 0 0 anm MPvn V/ (o n0000g.5g00000088008080##008 0 0U 0UUUU 0 0 0 0 0 U U U 0 U U U U 0 U U U CHANGE ORDERS 8001 REMOVAL OF PARK ITEMS EACH 225.00 16.00 16.00 - - 8002 RECONSTRUCTION OF MANHOLE EACH 1.00 600.00 600.00 - - 8003 REMOVAL OF RETAINING WALL EACH 1.00 2,800.00 2,800.00 - - 8004 BARRIER RAIL WORK AT 6TH STREET LS 1.00 - - - - 8005 ELECTRICAL WORK AT 6TH STREET BARRIER LS 1.00 - - 8006 WATER MAIN ADDITIONAL WORK LS 1.00 6,875.00 6,875.00 - - 8007 ADDITIONAL WATER MAIN AND BACKFLOW PREVENTER LS 1.00 1,666.50 1,666.50 - - 8008 PRICE ADJUSTMENT FOR NON -SPEC LIMESTONE LS 1.00 (15,000.00) (15,000.00) - 8009 ADDITIONAL RIVERWALL REMOVAL LS 1.00 6,130.00 6,130.00 - - 8010 ADDITIONAL FOOTING REMOVAL LS 1.0.0 2,955.00 2,955.00 - - 8011 ENGINEERING FABRIC SY 5.00 210.00 210.00 - - 8012 WATERSTOP INSTALLATION LF 22.00 100.00 68.00 (32.00) (704.00) 8013 FLOODWALL MODIFICATION LS 1.00 1,850.00 1,850.03 - - 8014 REINFORCING STEEL LB 2.25 7,132.00 7,132.00 - - 8015ASPHALT REPAIR LS 1.00 3,755.00 3,755.00 - 8016 SODDING SQ 92.00 140.00 - 136.80 (3.20) (294.40) 8017 FOOTING REMOVAL LS 1.00 2,110.00 2,110.00 - 8018 SLAB REMOVAL LS 1.00 5,845.00 5,845.00 - 8019 REPLACE PIPE LS 1.00 5,333.00 5,333.00 - - 8020 ADDITIONAL HANDRAIL LS 1.00 2,087.80 2,087.80 - - 8021 RAISE ELECTRIC MANHOLE LS 1.00 475.00 475.00 - - 8022 RAISE INTAKE STRUCTURE LS 1.00 2,450.00 2,450.00 - - 8023 IRRIGATION MODIFICATIONS LS 1.00 785.00 785.00 - - 8024 LENGTHEN LIGHT POLE BASES EACH 345.00 3.00 3.00 8025 ADDITIONAL LANDSCAPING LS 1.00 12,098.00 12,098.00 - - 8026 DRAIN TILE AT RETAINING WALL LS 1.00 1,990.00 1,990.00 - - 8027 EXPANSION JOINT IN COLORED PAVEMENT LF 1.50 4,000.00 4,655.00 655.00 982.50 8028 ADDITIONAL WORK AT 4TH STREET OVERLOOK LS 1.00 1,032.00 1,032.00 - - 8998 LIQUDIATED DAMAGES LS (750.00) 20.00 20.00 TOTALS 41,626.42 Page 2 of 3 Printed 10/15/2012 1:51 PM FINAL CONTRACT SUMMARY RIVERWALK LOOP, OVERLOOK ENHANCEMENTS, PARK TO 6TH STREET IDOT PROJECT NUMBER STP -ES -8155(694)--81-07 CITY PROJECT NUMBER NO. 743 AECOM Project Number 106387 Payment History Pay Estimate #1 2,735.40 Original Contract Amount $ 1,539,947.00 Pay Estimate #2 12,604.32 Change Order #1 $ 3,600.00 Pay Estimate #3 6,941.74 Change Order #2 $ 3,400.00 Pay Estimate #4 21,690.09 Change Order #3 $ 18,350.00 Pay Estimate #5 3,738.21 Change Order #4 $ 8,541.50 Pay Estimate #6 69,135.90 Change Order #5 $ (15,000.00) Pay Estimate #7 98,801.48 Change Order #6 $ 10,135.00 Pay Estimate #8 20,324.37 Change Order #7 $ 6,300.00 Pay Estimate #9 51,502.25 Change Order#8 $ 3,755.00 Pay Estimate #10 50,637.25 Change Order #9 $ 12,880.00 Pay Estimate #11 59,792.38 Change Order #10 $ 2,110.00 Pay Estimate #12 45,807.84 Change Order #11 $ 11,178.00 Pay Estimate #13 59,983.34 Change Order#12 $ 7,752.80 Pay Estimate #14 22,301.84 Change Order#13 $ 4,745.00 Pay Estimate #15 81,473.45 Change Order#14 $ 12,098.00 Pay Estimate #16 121,399.51 Change Order#15 $ 7,990.00 Pay Estimate #17 116,804.48 Change Order#16 $ 1,032.00 Pay Estimate #18 18,055.58 Change Order #17 $ (15,000.00) Pay Estimate #19 26,837.67 Change Order #18 $ (12,207.61) Pay Estimate #20 64,753.62 Increase/Decrease Change Order $ 41,626.42 Pay Estimate #21 30,605.44 Final Contract Amount $ 1,653,233.11 Pay Estimate #22 29,106.59 Pay Estimate #23 36,510.58 Pay Estimate #24 52,894.78 Pay Estimate #25 69,776.23 Pay Estimate #26 14,967.15 Pay Estimate #27 67,235.52 Pay Estimate #28 42,946.59 Pay Estimate #29 24,618.79 Pay Estimate #30 36,784.73 Pay Estimate #31 22,572.27 Pay Estimate #32 9,504.95 Pay Estimate #33 56,049.22 Pay Estimate #34 6,541.61 Pay Estimate #35 16,165.54 Pay Estimate #36 13,498.03 Pay Estimate #37 2,725.66 Pay Estimate #38 12,301.49 Pay Estimate #39 4,541.25 Pay Estimate #40 9,710.67 Pay Estimate #41 29,254.53 Pay Estimate #42 6,984.00 Pay Estimate #43 39,599.79 Pay Estimate #44 8,350.00 Pay Estimate #45 2,987.60 Pay Estimate #46 5,795.75 Pay Estimate #47 9,835.60 Pay Estimate #48 2,983.37 Retainage 33,064.66 Total Payments 1,663,233.11 Page 3 of 3 Printed 10/15/2012 1:57 PM