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HomeMy WebLinkAboutPeterson Contracting, Inc-9/10/2012CHANGE ORDER NO. 8 Owner City of Waterloo Date February 10, 2012 Project Riverwalk Loop. Washington Street to 18th Street (ESL-8155(709)-7S-07� Owner's Contract No. 761 Contractor Peterson Contractors, Inc. Date of Contract Start May 28, 2010 $ 477,197.01 You are directed to make the following changes in the Contract Documents. Description: 8-1 Adjust original construction quantities to actual construction quantities $ -15,452.11 TOTAL ADDITIONS $ -15,452.11 Reason for Change Order: 8-1 As -Built quantities varied for some bid items. Compensation already made to contractor through original bid items. See attached summary. CONTRACT PRICE CONTRACT TIMES Original: $ 477,197.01 Original Completion Date: Previous C.O.s (ADD/DCT): $ 97.067.18 Revised Completion Date: This C.O. (ADD/DEDUCT): $ -15.452.11 Contract Price with all approved Change Orders: $ 558,812.08 To Substantial To Final Completion Completion THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO. It(, Date By Contractor (Authorized Signature) Date 2 -ZZ- i 2 Date AECOM 60150412 / 8 Project No. Change Order No. L:\work\project\60150412\eng\Change Order\South 6th - 18th - CO#8.docx FINAL CONTRACT SUMMARY RIVERWALK LOOP, WASHINGTON STREET TO 18TH STREET IDOT PROJECT NUMBER ESL -8155(709)-7S-07 CITY CONTRACT NUMBER 761 AECOM PROJECT # 60150412 ITEM NO. ITEM UNIT PRICE ORIGINAL QUANTITY FINAL QUANTITY QUANTITY DIFFERENCE INCREASE/ DECREASE 1 CLEARING AND GRUBBING 10,000.00 0.40 0.40 0.00 - 2 EXCAVATION, CLASS 10, ROADWAY AND BORROW 13.50 1,138.00 1,138.00 0.00 - 3 EXCAVATION, CLASS 12, BOULDERS ORROCK FRAGMENTS 15.00 50.00 10.00 -40.00 (600.00) 4 TOPSOIL FURNISH AND SPREAD 20.00 227.00 227.00 0.00 - 5 = TOPSOIL, STRIP SALVAGEAN© SPREAD" -_-,--f .- - 00 -1296.00-- 1,296 00 = :=000 = - _ 6 COMPACTION WITH MOISTURE AND DENSITY CONTROL 2.75 1,650.00 1,650.00 0.00 - 7 MODIFIED SUBBASE 35.00 244.50 244.50 0.00 - 8 SHOULDER FINISHING, EARTH 50.00 33.40 33.40 0.00 - 9 ADJUSTMENT OF FIXTURES 600.00 9.00 4.00 -5.00 (3,000.00) -= 10 EXCAVATION, CLASS2Q, FOR ROADWAYP_IPE CULVERT 25.00 = 400-; _ _ 400 = `--0 00 - 11 REINFORCING STEEL, EPDXY COATED (7001) 1.00 5,528.00 5,528.00 0.00 - 12 APRONS, CONCRETE, 12 IN. DIA. 1,000.00 2.00 2.00 0.00 - 13 MANHOLE, SANITARY SEWER, SW -303, 84 IN. 18,500.00 1.00 1.00 0.00 - 14 INTAKE, RA -63 1,300.00 1.00 1.00 0.00 - 15 ; INTAKE ADJUSTMENT, -MINOR - tax 8.00! • ' 12.00 =_ 24.00` 2,000:00' 16 MANHOLE ADJUSTMENT, MAJOR 2,250.00 3.00 5.00 2.00 4,500.00 17 SUBDRAIN, 20000 CONCRETE PIPE, 12 IN. DIA. 67.50 30.00 30.00 0.00 - 18 REVETMENT, REMOVE AND REPLACE 16.00 1,090.00 1,090.00 0.00 - 19 REMOVAL OF PAVEMENT 5.25 645.50 660.77 15.27 80.17 20 REMOVALOF INTAKE+ LIT1LITYACC--ESS _- 575.00 2:00= =-- 2-00 ' _ 0.00 21 RECREATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 6 IN. (7002) 26.00 7,041.93 7,041.93 0.00 - 22 REMOVAL OF SIDEWALK 725 585.30 585.30 0.00 - 23 DETECTABLE WARNING - CURB RAMP (7003) 32.00 104.00 104.00 0.00 - 24 CURB AND GUTTER, P.C. CONCRETE, 2.5 FT. 30.00 92.60 279.80 187.20 5,616.00 25 PC CONCRETESTEPS17004) '- 750.00=-6-.74 -- 6.74 040 26 SAFETY CLOSURE 150.00 2.00 1.00 -1.00 (150.00) 27 FENCE, REMOVE AND REINSTALL CHAIN LINK, AS PER PLAN 16.00 375.00 375.00 0.00 - 28 FENCE, SAFETY 4.55 2,000.00 795.00 -1,205.00 (5,482.75) 29 LIGHTING POLES 4,550.00 2.00 2.00 0.00 - 30 ' ELECTRICALCIRCUITS, 8.50 _1,093.00- 7,093.00 =-10.00 - 31 HANDHOLES AND JUNCTION BOXES 600.00 1.00 1.00 0.00 - 32 UNDER DECK LIGHTING (RM -41) 600.00 1.00 1.00 0.00 - 33 REMOVE AND REINSTALL LIGHT POLE AND LUMINAIRE 1,650.00 3.00 3.00 0.00 - 34 WOOD POSTS FOR TYPE A OR B SIGNS,4 IN. X 4 IN. 4.50 264.00 308.00 44.00 198.00 35 T PEA SIGNS, SHEET ALUMINUM ' 28.00 67.60== 1=-86.60 -. =3.00 (280)) 36 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED 38.00 21.80 43.70 21.90 83220 37 TRAFFIC CONTROL 5,350.00 1.00 1.00 0.00 - 38 FLAGGERS 295.00 5.00 -5.00 (1,475.00) 39 MOBILIZATION 32,000.00 1.00 1.00 0.00 - -;40 UMESTONE EATING BASE 4,425.00 - 1.80 '_ - 1.80 - 000 - 41 BIKE RACK 660.00 3.00 3.00 0.00 - 42 GATE, AS PER PLAN 415.00 8.00 8.00 0.00 - 43 STEEL BENCH SEATING ASSEMBLY 945.00 16.00 16.00 0.00 - 44 CONCRETE SIGN FOOTING 250.00 33.00 33.00 0.00 - 45 - HAND RAILING, AS PER PLAN - 103:00 _ -5.01)f , -25.00 _ 000 - 46 COLORED, TOOLED PCC PAVEMENT 50.00 463.10 480.31 1721 860.50 47 MULCHING 700.00 2.00 3.20 120 840.00 48 SEEDING AND FERTILIZING (URBAN) 1,750.00 2.00 3.20 120 2,100.00 49 SILT FENCE 1.65 6,000.00 420.00 -5,580.00 (9,207.00) -_ 50 REMOVALOFSILTFENCE =0.40 x,000.00 ;_ X82.00 -5,618.00 (2,247:20) 51 CLEAN-OUT OF SILT FENCE 0.50 3,000.00 150.00 -2,850.00 (1,425.00) CHANGE ORDERS 52 8001 -ADDITIONAL TREE CLEARING 1100.00 48.00 41.00 -7.00 (7,700.00) 53 8002 -ADDITIONAL 4° CONDUIT 17.60 525.00 525.00 0.00 - 54 8003 - SPECIAL EXPANSION JOINT 1.92 1,603.00 2,233.00 633.00 1,215.36 55 8004 - FLOWABLE MORTAR 1.00 350.00 350.00 0.00 - 56 8005 - RETAINING WALL 1.00 6,700.00 6,700.00 0.00 - 57 8006 - RIP RAP, PROVIDE AND PLACE 50.00 28.00 28.13 0.13 6.50 58 8007 - ROCK SHOULDER 38.00 100.00 47.74 -52.26 (1,985.88) 59 8008 - EROSION CONTROL MOBILIZATIONS 500.00 3.00 1.00 -2.00 (1,000.00) 60 8009 - SURFACING REPAIR AND FOOTING REMOVAL 1.00 9,000.00 9,000.00 0.00 - 61 8010 - ADDITIONAL RAILROAD GATES 1400.00 4.00 4.00 0.00 - TOTAL (15,452.11) FINAL CONTRACT SUMMARY RIVERWALK LOOP, WASHINGTON STREET TO 18TH STREET IDOT PROJECT NUMBER ESL -8155(709)-7S-07 CITY CONTRACT NUMBER 761 AECOM PROJECT # 60150412 Payment History Pay Estimate #1 $ 3,040.00 Pay Estimate #2 $ 2,850.00 Pay Estimate #3 $ 23,173.73 Pay Estimate #4 $ 24,871.66 Pay Estimate #5 $ 45,001.92 Pay Estimate #6 $ 17849.43 Pay Estimate #7 $ 17,039.44 Pay Estimate #8 $ 44,915.88 Pay Estimate #9 $ 39,057.98 Pay Estimate #10 $ 32,115.95 Pay Estimate #11 $ 53,122.60 Pay Estimate #12 $ 104,188.64 Pay Estimate #13 $ 38,24128 Pay Estimate #14 $ 44,330.80 Pay Estimate #15 $ 3,109.75 Pay Estimate #16 $ 907.29 ` Pay Estimate #17 $ 3,029.55 Pay Estimate #18 $ 1,828.75 Pay Estimate #19 $ 7,652.34 Pay Estimate #20 $ 628.43 Pay Estimate #21 $ 9,375.26 Pay Estimate #22 $ 5,350.78 Pay Estimate #23 $ 9,190.02 Retainage $ 27,940.60 TOTAL PAYMENTS $ 558,812 08 ` ORIGINAL CONTRACT AMOUNT $ 477,197.01 CHANGE ORDER #1 $ 52,800.00 CHANGE ORDER #2 $ 9,240.00 CHANGE ORDER #3 $ 10,122.00 CHANGE ORDER #4 $ 5,200.00 CHANGE ORDER #5 $ 1,500.00 CHANGE ORDER #6 $ 14,600.00 CHANGE ORDER #7 $ 3,605.18 INCREASE/DECREASE CHANGE ORDER $ (15,452.11) FINAL CONTRACT AMOUNT $ 558,812.08