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HomeMy WebLinkAboutPeterson Contracters Inc.-11/12/2013CITY OF WATERLOO Council Communication City Council Meeting: November 12, 2013 Prepared: November 5, 2013 Dept. Head Signature: Eric Thorson, PE., City Engineer # of Attachments: SUBJECT: CHANGE ORDER NO. 21- $18,280.64 DECREASE F.Y. 2010 RIVER RENAISSANCE LOWER PLAZA CONTRACT NO. 763 Submitted by: Jamie Knutson, PE, Associate Engineer Recommended City Council Action: Staff has reviewed this Change Order and recommends that the Mayor be authorized to sign it on behalf of the City. Please execute all three (3) copies and return two (2) to our office for further processing. Summary Statement Transmitted herewith is Change Order No. 21 in the decreased amount of $18,280.64. This is the accumulated amount of adjustments from field changes on plan quantity bid items that were determined necessary during the construction of the project. Expenditure Required Source of Funds Vision Iowa, G.O. Bonds Policy Issue N/A Alternative None Background Information: CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. 21 PROJECT: RIVER RENAISSANCE LOWER PLAZA CONTRACT NO. 763 Date Prepared: July 24, 2013 AMOUNT: $18,280.64 Decrease TO: Peterson Contractors Inc. , Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated April 15, 2010. A. Description of change to be made or extra work to be done: Adjust original construction quantities to actual construction quantities. B. Reason for ordering change or extra work: As -built quantities varied for some bid items. C. Settlement for cost of work to be made as follows: Compensation already made to contractor through original bid items. See attached summary. CITY OFATERLOO ,./4/H/�'�',�v'� BY: ` Peterson Contractors Inc. Mayor Date CONT OR BY: G -‘22u NET DECREASE $18,280.64 ATTE City Clerk Ii -if -I5 Date TITLE: president PRINTED NAME: cordeL( q0 peterson APPROVED: Date J. /o . z8: l3 City Engineer Date FINAL CONTRACT SUMMARY RIVER RENAISSANCE LOWER PLAZA CITY CONTRACT NUMBER 763 AECOM Project Number 6015512E ITEM NO. ITEM UNIT UNIT COST CONTRACT QUANTITIES AUTHORIZED QUANTITIES DIVISION 1 VISION IOWA ESTIMATED ACTUAL QUANTITY QUANTITY DMSION 2A WATER WORKS US BANK SERVICE ESTIMATED ACTUAL QUANTITY QUANTITY DIVISION 2B WATER WORKS 3RD STREET WATER MAIN ESTIMATED ACTUAL QUANTITY QUANTITY DIVISION 3 MARK'S PARK ESTIMATED ACTUAL QUANTITY QUANTITY TOTAL PROJECT ESTIMATED ACTUAL QUANTITY QUANTITY DIVISION 1 VISION IOWA QUANTITY INCREASE/ DIFFERENCE DECREASE DIVISION 2A WATER WORKS US BANK SERVICE QUANTITY INCREASE/ DIFFERENCE DECREASE DMSION 2B WATER WORKS 3RD STREET WATER MAIN DIVISION 3 MARK'S PARK TOTAL PROJECT QUANTITY INCREASE/ QUANTITY INCREASE/ QUANTITY DIFFERENCE DECREASE DIFFERENCE DECREASE DIFFERENCE TOTAL COST INCREASE/ DECREASE 1 CLEARING AND GRUBBING LS 4,200.00 1.00 1.00 1.00 1.00 2 REMOVAL OF PAVEMENT SY 7.00 389.00 974.00 389.00 974.00 585.00 4,095.00 585.00 4,095.00 3 REMOVAL OF SIDEWALK SY 8.75 65.70 65.70 65.70 65.70 4 REMOVAL OF CURB LF 5.75 222.00 411.00 222.00 411.00 189.00 1,086.75 189.00 1,086.75 ar REMOVAL OFLIGHT POLES EACH :i.. 575.00 .00' 8.00•: 6 REMOVALS, AS PER PLAN LS 12,000.00 1.00 1.00 1.00 1.00 7 EXCAVATION, CLASS 10 CY 4.50 6 726.00 6,726.00 6,726.00 6,726.00 8 EXCAVATION, CLASS 10, WASTE CY 12.00 500.00 570.00 500.00 570.00 70.0D 840.00 70.00 840.00 9 EXCAVATION, CLASS 12, ROCK TOPSOIL,'STRIP.f CY 25.00 250.00 250.00 (250.00) (6,250.00) (250.00) (6,250.00) 11 TOPSOIL, FURNISH AND SPREAD CY -12.'00 -: 1,972.00 28.00 - 1,972,00.: ,972.00' 1,000.00 1,050.00 1,000.00 1,050.00 50.00 1,400.00 50.00 1,400.00 12 EXCAVATION, CLASS 20 CY 12.00 2,097.00 2,097.00 2,097.00 2,097.00 13 EXCAVATION, CLASS 22, ROCK CY 49.00 150.00 25.00 150.00 25.00 (125.00) (6,125.00) (125.00) (6,125.00) 14 EXCAVATION, CLASS 22, UNSUITABLE C- MPJ\GTIDN`WIlli IOISTUREANO-DENSITY:-CONTROL -. CY 25.00 150.00 18.00 150.00 18.00 (132.00) (3,300.00) (132.00) (3,300.00) ,CY .00 7,426.00' 7,426.00 16 MODIFIED SUBBASE CY 26.75 2,888.00 2,888.00 2,888.00 2,888.00 17 ENGINEERING FABRIC SY 225 18 GEOGRID REINFORCEMENT SY 6.76- 1,000.00 324.00 3,988.00 3,988.00 1,000.00 3,988.00 324.00 (676.00) (1,521.00) (676.00) (1,521.00) 3,988.00 19 STD OR SLIP FORM PCC PVMT, CLASS C, CLASS 3 DURABILITY, 6 IN. SY 54.00 1,980.70 2,157.40 1,980.70 2,157.40 176.70 9,541.80 176.70 9,541.80 :0 e... e -i ARS1 512ET 21 COLORED, PCC PAVEMENT, 6 IN. SY :2500 103.50 -40.00 2,007.30 2,030.00 30.00 2,007.30 40.00 2,030.00 - (90.00) 22.70 (2259:00) 2,349.45 -90001 12;250001 22.70 2,349.45 22 HMA PAVEMENT SY 48.15 650.00 650.00 (650.00) (29,997.50) (650.00) (29,997.50) 23 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED STA 42.00 30.00 16.38 30.00 16.36 (13.64) (572.88) (13.64) (572.88) 24 ADJUSTMENT OF FIXTURES EACH 1,000.00 3.00 3.00 3.00 3.00 SW=404 MANHOLE. EACH ':12,750.00 1.00. i - 1,00 1.00 26 SEWER PIPE, 20000 STORM, 12 IN. DIA. LF 60.00 40.00 40.00 40.00 40.00 27 SEWER PIPE, 200013 STORM, 24 IN. DIA. LF 70.00 26.50 158.50 26.50 158.50 132.00 9,240.00 132.00 9,240.00 28 SEWER PIPE, 2000D STORM, 42 IN. DIA. LF 106.00 171.70 171.70 171.70 171.70 29 SUBDRAIN, STANDARD, PERFORATED, 4 INCH LF 8.00 968.00 968.00 968.00 968.00 30. ' 31 SUBORAIN;STAAIOAR .PERFORr1TED 8 206.00 206: 206.00 - :20600: • ) STRUCTURAL CONCRETE CY 440.00 448.40 486.75 230.00 191.85 678.40 678.40 38.35 16,874.00 (38.35) (16,874.00) 0.00 32 REINFORCING STEEL LB 0.65 43,453.50 43,453.50 22,000.00 22,000.00 65,453.50 65,453.50 33 REINFORCING STEEL, EPDXY COATED LB 5.00 40.10 40.10 40.10 40.10 34 PILES, STEEL SHEET SF 29.00 3:50 819.00 819.00 819.00 819.00 ,020:00 s = 2 000:00 1,029,00 (971-00) 43698:50) 4971:00) - :43398.50) 36 HAND RAILING, AS PER PLAN LF 29.00 165.90 165.90 165.90 165.90 37 38 CHAIN LINK FENCE LF 29.05 125.00 163.52 125.00 163.52 38.52 SILT FENCE/ LF 2.40 1,000.00 1,260.00 1,000.00 1,260.00 260.00 39 REMOVAL OF SILT FENCE CLEAN-OUTDF SLLTFENC E-- ' LF 0.75 1,000.00 1,260.00 1,000.00 1260.00 260.00 1,119.01 624.00 195.00 38.52 260.00 260.00 1,119.01 624.00 195.00 1.00 41 FILTER SOCK LF 3.30 ;-, -500:00'+. 500.00 500.00` 100.00 4400.00) (400.00) 400-00) - ' -:(400,00) 610.00 500.00 610.00 110.00 363.00 110.00 363.00 42 FILTER SOCK REMOVAL LF 1.15 500.00 600.00 500.00 600.00 100.00 115.00 100.00 115.00 43 MOBILIZATION LS 203,500.00 1.00 1.00 1.00 1.00 44 TRAFFIC CONTROL LS 11,500.00 1.00 1.00 1.00 1.00 4 DOCK EOUIP,MENT' ...2' LS '2:37500. 9.00. t00 " 46 FOUNTAIN LS 38,000.00 1.00 1.00 1.00 1.00 UTILITY ITEMS 47 STORM SEWER GATEWELL LS 68,000.00 1.00 1.00 1.00 1.00 48 8 -IN PVC TRUSS SANITARY SEWER LF 53.3 344.00 344.00 344.00 344.00 49 8 -IN SANITARY SEWER STUB -OUTS EA 350.0 1.00 1.00 1.00 1.00 4=7NSANITYIRYSEtJERSERVICE 38:0' 00 -. 12.00 12.00- 001 51 8 -IN X 4 -IN SANITARY SEWER SERVICE CONNECTION EA 400.0 1.00 1.00 1.00 1.00 52 48 -INCH SANITARY MANHOLES EA 3,500.0 3.00 3.00 3.00 3.00 53 W DROP CONNECTION EA 1,600.0 1.00 1.00 1.00 1.00 54 6 -IN DIP WATER MAIN LF 40 0 195.00 195.00 51-00 56 4 -IN DIP WATER MAIN LF 36.0 166.50 110.50 57 6 -IN VALVES EA 1,100.0 1.00 195.00 4560 166.50 1.00 195.00 110.50 1.00 6.00 (56.00) -495.00 495.00 (2,016.00) 58 4 -IN VALVES EA 975.0 2.00 1.00 2.00 1.00 (1.00) (975.00) (1.00) (975.00) 59 FIRE HYDRANT ASSEMBLIES EA 3 450.0 2.00 2.00 2.00 260 61 4 -IN X 45 DEG VERTICAL BEND EA 245.0 2.00 2.60 2.00 2.00 2.00 2.60 2.00 62 4 -IN X 90 DEG BEND EA 250.0 3.00 2.00 3.00 2.00 (250.00) (1.00) (250.00) 63 EA 325.0 1.00 1.00 1.00 64 6 -IN TEE EA 350.0 2.00 2.00 2.00 2.09 X,45`DEG 'BEND 275.0 109 275.00 275.00 66 6 -IN X 90 DEG BEND EA 275.0 1.00 1.00 1.00 67 6 -IN COUPLING EA 275.0 2.00 2.00 (2.00) (550.00) (2.00) (550.00) 68 REMOVE 1r WATER MAIN AT RIVER WALL LS 3,300.0 1.00 1.00 1.00 69 REMOVE DEEP 12" WATER MAIN IN PARKING LOT LS 3,450.0 1.00 1.00 1.00 REMOVE-42"WATERMA1N NORTH SIDE CEDAR STREET _ Ls 3,450.0 1.00 1.00 71 REMOVE 6" WATER MAIN LF 100.0 30.00 30.00 140 30.00 30.00 72 REMOVE HYDRANT EA 1,6510 1.00 1.00 1.00 2.00 2.00 Page 1 of 4 7/29/2013 2:19 PM FINAL CONTRACT SUMMARY RIVER RENAISSANCE LOWER PLAZA CITY CONTRACT NUMBER 763 AECOM Project Number 60155128 ITEM NO. 73 ITEM FILL 12 -IN WATER MAIN WITH FLOWABLE MORTAR UNIT LF CONTRACT QUANTITIES AUTHORIZED QUANTITIES UNIT COST 45.0 DMSION VISION IOWA ESTIMATED QUANTITY - 1 ACTUAL QUANTITY - DIVISION WATER US BANK ESTIMATED QUANTITY - 2A WORKS SERVICE ACTUAL QUANTITY - DMSION 2B WATER WORKS 3RD STREET WATER MAIN ESTIMATED ACTUAL QUANTITY QUANTITY DIVISION 3 MARK'S PARK ESTIMATED ACTUAL QUANTITY QUANTITY TOTAL PROJECT ESTIMATED ACTUAL QUANTITY QUANTITY DIFFERENCE DIVISION 1 VISION IOWA QUANTITY INCREASE/ DECREASE DIFFERENCE DIVISION 2A WATER WORKS US BANK SERVICE 3RD QUANTITY INCREASE/ DECREASE DIFFERENCE DMSION 2B WATER WORKS STREET WATER MAIN QUANTITY INCREASE/ DECREASE DIFFERENCE DIVISION MARK'S PARK QUANTITY 3 INCREASE/ DECREASE DIFFERENCE TOTAL PROJECT QUANTITY TOTAL COST INCREASE/ DECREASE 160.00 16D.00 - - - 160.D0 160.00 - - 585.00 -_ _ _ _ - 74 PAVEMENT AND SIDEWALK REMOVAL SY 8.5 - - - - 125.00 125.00 460.00 460.00 585.00 133.00 =. ,,. - ... - - _;`, . 75 - :.MODIFIEDSUBBASE:., 9' .. .;,._ _ ,:. SY,:.: r.:. -12.0 ;`.:; _ ,: --::._ :: ;, = ,._•' _ -:i,.: - ". :.;'133.00 ;!. 133.00 - 426.00 :.133.00.- 381.78 150.00 1,462.50 _ - - _ _ (9100) 108.00 (88725) 4,984.20 (10322) 68.84 13.64 (1,006.40) 3,176.97 982.08 (44.22) 159.16 13.64 (431.15) 7,34523 982.08 76 6" MODIFIED SUBBASE SY SY 9.8 46.2 - - 150.00 336.00 - - - - 91.00 108.00 - - 335.00 420.00 231.78 351.16 528.00 687.16 336.00 15,506.40 77 78 3" HMA SURFACING 8" PCC PAVEMENT SY 72.0 - - - - - - 133.00 146.64 133.00 148.64 - _ - - _).08 - (16.54) (1,982.02 (16.54) (1,982.02" 79 6- SIDEWALK SY 63.0 - - - - - - 24.10 7.56 24.10 7.56 - -= 20.03- 1,081..62 _ 46.54 ,..2,042.02. ; 26.50 1 : 80.. -4'-SIDEWALK- - - - " -- SY:. LF _54.0 30.0 - --:-' - '-- -'� 12.00 :.-57.00 - -.-. 0347.00 77. - - 200.90 367'' : 10400 200.90 :"80.70 12.00 12.00 - _ 360.00 - 200.90 6,027.00 188.90 5687.00 81 .:.., REMOVE AND REPLACE CURBS ARCHITECTURAL ITEMS 97.50 - - - - - - 1.00 97.50 82 REINFORCED CONCRETE CURBS, CURVED 36" H x 1Y W LF 97.50 86.00 85.00 - - - - - - 86.00 85.00 1.00 22925 -- -- - 3.50 22925 83 REINFORCED CONCRETE SLOPING CHEEK WALLS 36" H x 12" - LF 65.50 244.00 240.50 - - - - - - 244.00 240.50 3.50 3,020.80 - - _ 12.80 3,2295 84 ,:. 85-:-- REINFORCED CONCRETE RAILING WALLS, STRAIGHT (96" H x 12"W) REINFORCED CONCRETE RAILING WALLS, CURVED (96" H x 12"W) LF LF: - 236.00 54.00 4120 - - - - - - 54.00 4120 (12.80) " - .. -: _: ,. .,: - 8:40 2 1.00 -. 277:50 -.. -': 82.00 - :�.4D `- -.. � _. - � _134.00 : - _.. 82100 "-. . ';. 90.40 -. 8.40.: 2,331.00 - - - -4.70 - 1,132.70 86 REINFORCED CONCRETE RAILING WALLS, STRAIGHT (108" H x 12"W) LF 241.00 134.00 129.30 - - - - - 129.30 (4.70) (1,132.70) 1,104 00- - _ - -- - _ 4.00 1,104.00 87 REINFORCED CONCRETE RAILING WALLS, CURVED 106'H x 1 LF 276.00 88.00 92.00 68.00 92.00 4.00 - - - 88 REINFORCED CONCRETE RAILING/STAIR SUPPORT WALL (96" H x 12 Vd) LF 305.00 27.00 27.00 - - - - - - 27.00 27.00 - _ _ _ _ _ 89 LING EXISTING CONCRETE I`STAIR/RAMP.LANDINGS,T LS 1,000.00 1.00 1.00 - - - _ - - - _-: , r - - ,;::- - - --. . _ - -',. - 1.00 1,382.001:.-:. 3.00 1.00 1 421.00 3.00 - _; 39E0 - 234.00 - .. - - _ , - _ ,- -. ;. . _ _ _ .. 3900 - ,..234 DO - • 90 - : REINF: CONC.SLAB-ON-GRADELAT RAMP &F REINF. C.I.P. CONC. PLANTERS. 8' x 8', SF< EA -:" 8.00 4250.00 -: ;1:382.00. 3.00 .: 1,421.00 3.00 - - - - . - - _ .:-. 91 2,411.50 _ - - - - 91.00 9 2,411.50 15 92 REINF. CONC. STEPS ON GRADE, TYP. 12" TR. x 6" RSR, PER LF OF LF 26.50 1,325.00 1,234.00 - - - - - - 1,325.00 1,234.00 91.00 19.30 521.10- - - - _ - 19.30.30 521.1053.00 93 REINF. CONC. STEPS ON GRADE, TYP. 12" TR. x 6" RSR, PER LF OF LF 27.00 363.00 343.70 - - - - - - 363.00 343.70 53.00 - -- 94 REINF. CONC. STEPS ON METAL DECK, TYP.12"TR. x 6" RSR, PER LF OF LF 53.00 210.00 209.00 - - - - - - 210.00 209.00 1.00 -' •.:.:.6376.70 _., '. _ .,: .._ -.,. . �. ,: - - _ ,,. - '31..00 • $;353.00 95- REWF.CONC. :STEPS DNGRADE, lYP.36'TFLx18'RSR, PER LFOF-`� LF"-' ---.: 18200 :.342:00 376.10 - - � _. _ ., _ _ _ ..... .342.00'--" 376.10 34.10 (645.00) - - _ - - - - - - - - 15.00 3.00 645.00 351.00 98 REINF. CONC. AMPHITHEATER STAIRS, 18" TR. x 53/4" RSR, PER LF OF LF 43.00 265.00 250.00 - - - - - - 265.00 250.00 (15.00) 351.00-- 97 REINF. CONC. AMPHITHEATER BLEACHERS, 36" TR. x 11 1/2" RSR, PER LE LF 117.00 1 124.00 1 127.00 - - - - - - 1,124.00 1,127.00 3.00 491.35_ - - 31.70 491.35 PAVERS ON SALVAGED PEDESTALS, 24' X 24", 3 COLORS SF 15.50 1,380.00 1,411.70 - - - - - - 1,380.00 1,411.70 31.70 - - - -: - - - 25- - '1;695:01 98 99 PRECAST AMPHITHEATER LIMESTONE SEATS CF 129.70 658.00 658.00 - - - - - - 658.00 658.00 - ,. 25.80- - 1.895.01: 100' :RETAINING 'WALLS _,.,, : -. : =CF;,. LF .: 73.45 70.00 ;. 2,050.90.. 258.00 `2075.80 258.00 - _ - - -.. - -:,. - - - -:. - ..,2,050.00::....2,075.80 258.00 258.00 - ..-.' - - - _ - _ .,LIMESTONE 101 , _. HANDRAILS, 316 STAINLESS STEEL, STAIR/POST MOUNTED - _ - _ - - 102 WALL MOUNTED CABLE GIUA, 316DR LF 29.00 421.00 421.00 - - - 421.00 421.0027.00) - - - ( (2,254.50) 103 ILS, WITH ALVSTEEL,N CABLE GUARDRAILS, WITH GALVANIZED STEEL POSTS LF 83.50 705.00 678.00 - -- - _ 705.00 878.00 (27.00) (2,254.50) _ _ 104 MECHANICAL BUILDING, AS PER PLAN ELECTRICAL BUILDING, AS PER PLAN ', - LS (" LS ' 40,250.00 ' 40,550.00 1.00 '- ` 1.00 1.00 - - -7:00 - = - , - - - 1.00 1.00 _ • - ..- - - - - - ' , -"-105.:.. LANDSCAPE ITEMS - - - - - 106 STEEL BENCH SEATING ASSEMBLY EACH 725.00 20.00 20.00 - - - - - - 20.00 20.00 - _ _ _ _ _ _ 107 LITTER RECEPTACLE EACH 1,220.00 6.00 6.00 - - - - - - 6.00 6.00 - - - - _ _ - _ - - _ _ EACH 1 580.00 16.00 18.00 - - - - - 16.00 16.00- 108 109 STEEL BOLLARDS DRINKING FOUNTAIN EACH 5,040.00 1.00 1.00 - - - - - 1.00 1.00 - ' - -. 177.50.._ _ _.::; : _ - _ _ _ -.. _ ,-35:00 ;: 77.50 1 -.. 110: STEELBED EDGING (3/16' MIN:) - ' , _ . - : `: LF `- 710 i 25800 -.283.00 _ - _ : - , : : - _ -.. 258:00... ...:283.00 '- 25.00 - : - - - - 111 WEED BARRIER FABRIC SF 0.28 7,085.00 7 085.00 - - - - - - 7,085.00 7,085.00 65.E - _ _ _ _ _ - _ 112 HARDWOOD MULCH CY 57.32 65.60 65.60 - - - - - - 65.60 191.50 .191.50 -_ _ - - - - - - - " 113 COMPOST SOIL AMENDMENT CY 43.04 191.50 191.50 - - - - - - - - _ _ - - _ 114 PLANTERSOIL SYSTEM (INCLUDES SOIL, FABRIC. DRAINAGE MAT, AGA.) EACH 1 5.85 3.00 , : 2459.90 , 3.00 3,578.10 - - - - .. - - - _ 3.00 - :2,459.90 3.00 3,578:10 - - 1.11820. _ 6:541.47 - _.. . „ _� .. _ - -, - ... , .-- _ .:.91820 .1. ` ' '8:541 47 -. - 115 - .... 116 .751.34 TREE JAPANESE TREE LILAC, 2.5" CAL. B&B EACH 387.95 3.00 3.00 - - - - - - 3.00 3.00 - - - - _ - _ 117 TREE HORNLESS COCKSPUR HAWTHORN, 2" CAL. B&B EACH 264.94 6.00 6.00 - - - - - - 6.00 6.00 - - _ _ - _ - _ 118 SHRUBS GRO-LOW SUMAC, 5 GAL. CONT. EACH 39.60 27.00 27.00 - - - - - - 27.00 27.00 - - - - _ _ _ _ 119 PERENNIAL PLANTS K.F. FEATHER REED GRASS 1 GAL. CONT. EACH 7.97 585.00 585.00 - - - - - 585.00 585.00 - 120 PERENNIAL PLANTS (FAME GRASS. 1 GAL CONT.) EACH EACH ';..; 7-97 7.97 ° 120.00 490.00 120E0 490.D0 .. . - - -.,.,., - - - - 720.00:- 490.00 , .`120.00 490.00 - - _ _ _ - 121 PERENNIAL PLANTS (WARRIOR SWITCH GRASS, 1 GAL. CONT.) _ _ _ _ _ _ 122 PERENNIAL PLANTS HAMELIN FOUNTAIN GRASS, 1 GAL. CONT. EACH 7.97 389.00 389.00 - - - - - - 389.00 389.00- - - _ - _ _ - _ 123 PERENNIAL PLANTS PRAIRIE DROPSEED, 1 GAL. CONT. EACH 8.56 524.00 524.00 - ..- - 524.00 524.00 - - - - - "- " PERENNIAL PLANTS PRAIRIE BLUES LITTLE BLUESTEM, 1 GAL. CONT. EACH 8.51 180.001 180.00- - -180.00 - - 180.00 -1.00 -124 - - - - _ _ _- _ _ _ -". 125 IRRIGATION SYSTEM LS:. 64;000.00 1.00- 1.00 - _ _ _ _ _ 1.00 _ _. : - . ELECTRICAL ITEMS 126 RAILING LIGHTS EACH 750.00 64.00 64.00 - - - - - - 64.00 64.00 - _ _ _ - _ _ - _ 127 IN -PAVEMENT LIGHTS EACH 635.00 26.00 26.00 - - - - - - 26.00 26.00_ - _ - - _ 128 AREA LIGHT FIXTURES AND POLES EACH 23,840.00 4.00 4.00 - - - - - - 4.00 4.00 - - - - - _ _ - _ 129 WALL LIGHTS EACH :EACH 1140.00 �:• -335.00. 20.00 .8.00 20.00 -_ 9.00 - - - - - - - - _. - - - - - - 20.00 ' 9.00 20.00 - 8.00 - - - `_. _ 130' -. IxttLIGHTS .. (7,140.00) _ - - _ _ (14700) 7,140.00) _ 131 STEP LIGHTS EACH 510.00 149.00 135.00 - - - - - - 149.00 135.00 (14.00 , - _ _ 132 ESTABLISH NEW POWER SERVICE LS 172 500.00 1.00 1.00 - - - - - - 1.00 1.00 - - - _ _ - _ 133 ELECTRICAL BUILDING POWER SUPPLY/CONTROLS LS 62 550.00 1.00 1.00 - - - - - - 1.00 1.00 - - - - _ _ _ _ 134 MECHANICAL BUILDING POWER SUPPLY/CONTROLS LS 25,875.00 1.00 1.00 - - - - - 1.00 1.00 - - _ -- - -- - --: _ 135.. SITE WIRING/CONDUIT RUNS. - ,. _ , ... LS:• EACH - -930.300:(16 800.00 ,... 1-:00 6.00 _ ._ `1.00 6.00 - _ - - ,_ .7 - - - -°: - 1.00 6.00 1.00 6.00 - - - - _ 136 POWER DISTRIBUTION SPIDER BOXES 7/29/2013 2:19 PM Page 2 0f 4 FINAL CONTRACT SUMMARY RIVER RENAISSANCE LOWER PLAZA CITY CONTRACT NUMBER 763 AECOM Protect Number 60155128 ITEM NO. ITEM UNIT UNIT COST DIVISION 1 VISION IOWA ESTIMATED ACTUAL QUANTITY QUANTITY DIVISION 2A WATER WORKS US BANK SERVICE ESTIMATED ACTUAL QUANTITY QUANTITY CONTRACT QUANTITIES DIVISION 2B WATER WORKS 3160 STREET WATER MAIN ESTIMATED ACTUAL QUANT1TY QUANTITY DMSION 3 MARK'S PARK ESTIMATED ACTUAL QUANTITY QUANTITY TOTAL PROJECT ESTIMATED ACTUAL QUANTITY QUANTITY 1-1 1-2 1-3 1-4 1-5 2-1 2-2 2-3 CHANGE ORDERS DRILLED CONCRETE PIERS AND SHAFTS ADDED LENGTH DRILLED PIER THROUGH NON -ROCK DEDUCT LENGTH DRILLED PIER THROUGH NON -ROCK ADDED LENGTH DRILLED PIER THROUGH ROCK LS LF LF 55.000.00 300.00 150.00 1.00 1.00 1.00 22.00 LF 550.00 2.00 DEDUCT LENGTH DRILLED PIER THROUGH ROCK LF 250.00 1.00 22.00 2.00 REMOVE ADDITIONAL STORM SEWER 24' AND SMALLER REMOVE INTAKES REMOVEfOOTINGS IN CONFLICT WITH 47 STORM LF EA LS 10.00 75.00 102.00 250.00 4,200.00 2.00 1.00 2.00 1.00 2-4 - 3-1 4-1 4-2 4-3 INSTALLATION OF WATER MAIN VALVE DISPOSAL OF UNDERGROUND FUEL TANK INTAKE NEAR ARTS CENTER LS RECONNECT US BANK LIGHTS TRIM EXISTING TREE LF LS 5-1 REMOVAL OF PIPE ENCASEMENT 6-1 EXCAVATION AT 42" PIPE 800.00 13,559.35 LS LS 3 50.00 1,540.00 LS 1.00 1.00 1.00 1.00 75.00 2.00 1.00 1.00 102.00 2.00 1.00 1.00 1.00 1.00 1.00 545.00 11 ' 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 1.0 1.0 1.0 6-2 7-1 BACKFILL EXCAVATION WITH FLOWABLE STANDPIPE CONNECTIONS HR CY 250.00 3.00 275.00 25.00 3.00 16.00 3.00 25.00 1. 3.0 16.0 LS 29 500.00 1.00 1.00 1.00 1. 8-1 8-2 8-3 8-4 8-5 8-6 8-7 8-8 EXPOSED AGGREGATE - ELECTRICAL BLDG LS 1 700.00 1.00 1.00 EXPOSED AGGREGATE - MECHANICAL BLDG EXPOSED AGGREGATE - BID ITEM 84 EXPOSED AGGREGATE - BID ITEM 86 ADD CHAMFER TO MARKS PARK WALL LS LF LF LS 1,650.00 1.00 44 00 54 00 1.00 54 00 41.00 134.00 134.00 180.00 1.00 1.00 1.00 1.00 54 00 134.00 1.00 ADD EXPANSION JOINTS IN STAIRS LS DOWELS IN AMPHITHEATRE WALLS DOWELS IN WALL SECTIONS EA LS 1.00 1.00 740.00 11.00 80.00 230.00 750.00 1.00 1.00 80.00 1.00 9-1 10-1 11-1 11-2 11-3 12-1 13-1 SANDBLAST AND SEAL EXISTING WALLS ADDITIONAL 4" CONDUIT SF INSTALL STEEL SHEETING ALONG EXISTING RIVERWALL LF LS EXTRA DEPTH SUBDRAIN ADDITIONAL BOLLARD SCOFIELD COLORING AND COLORWAX BUILDING MODIFICATIONS 14-1 ANGLE IRON CONNECTIONS FOR LIMESTONE BLOCKS LF LS SF LS EA 2.50 3,000.00 3,200.00 19.80 450.00 340.00 1,960.00 1.00 1.00 1.01 1.01 54DI 134.01 1.0' 1.0 230.0 1.0 3,000.00 3 200.0 450.00 340. 1.00 20.50 235.00 235.00 1,980.00 1.00 1.00 2.86 12,465.00 12,465.00 1.00 8,700.00 48.40 169.00 173.00 1.00 1.00 235.00 1.00 12,465.00 1.00 169.00 15-1 JOINT SEALER AT LIMESTONE BLOCK EA 275.00 21.00 21.00 16-1 16-2 16-3 ELECTRICAL WORK NEAR CENTER FOR THE ARTS GRADING AND SEEDING NEAR CEDAR STREET LANDING ON METAL DECK LS LS 2,200.00 4,225.00 1.00 1.00 21.00 1.00 1.00 LS 2 874.30 1.00 1.00 1.0 235.0 1.0 12,465.0 1.0 173. 1.00 1.00 1.00 17-1 17-2 17-3 DELETE #91 CONCRETE PLANTERS MODIFICATIONS TO HANDHOLES (QUANTITY AND TYPE) ADDITIONAL OUTLETS WIRING AND CONDUIT LS LS LS -12 750.00 6,021.00 4,081.00 1.00 1.00 1.00 1.00 1.00 1.00 21. 1.00 1.00 1.00 18-1 18-2 18-3 ROOF MEMBRANE REPAIR LS 1 760.00 1.00 1.00 TEMPORARY CONNECTION -BOULDERS TEMPORARY CONNECTION -BOULDERS 18-4 TEMPORARY CONNECTION - BOULDERS 18-5 TEMPORARY CONNECTION - BOULDERS LS 1 700.00 1.00 1.00 LS LS LS 1,925.00 18-6 TEMPORARY CONNECTION - BOULDERS 18-7 18-8 19-1 HANDRAIL MODIFICATIONS ADDITIONAL REMOVALS FLASHING 19-2 DRIVERS 20-1 LS 260.00 1,400.00 150.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LS LS LS 3,960.00 3,050.00 477.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 1. 1. 1. 1. 1. 1.00 1.00 1.00 1.00 1.00 ADDITIONAL HEIGHT LIGHT FIXTURES LS LS 4,207.50 10.780.00 1.00 1.00 1.00 1.00 TOTAL 1.00 1.00 1.00 1.00 1.00 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1! 1. 1. 1. 7/29/2013 219 PM Page 3 of 4 AUTHORIZED QUANTITIES DMSION 1 VISION IOWA QUANTITY INCREASE/ DIFFERENCE DECREASE DIFFERENCE DMSION 2A WATER WORKS US BANK SERVICE 3RD QUANTITY INCREASE/ DECREASE DIFFERENCE DMSION 2B WATER WORKS STREET WATER MAIN QUANTITY INCREASE/ DECREASE DIFFERENCE DIVISION 3 MARK'S PARK QUANTITY INCREASE/ DECREASE DIFFERENCE TOTAL PROJECT QUANTITY TOTAL COST INCREASE/ DECREASE - - - - 22.00 6,600.00 22.00 6,600.00 .. - - 2.00 1,100.00 2.00 1,100.00 - - - - 227.00 270.00 27.00 270.00 - _ _ - - - I - I (9.00) - (2,475.00) - - - (9.00) (2,475.00) - - 1- - - - - - - - - - 150.00 1,650.00 3 150.00 1,650.00 _ _ - - - - - - 200.00 500.00 3 200.00 500.00 - - (110.00) (2,178.00) (2,178.00) - - - - - D (110.00) 0 - 0. - - 0 - - - 4.00 193.60_ 00 4.00 193.60 - - - - - 0 - - - - - - 0 - _ _ - _ _ - - 10 - W _ _ _ _ - - - 10 - - - - - - - - - ID- -_ (0 - 1 _ _ _ - - - - - - -- -- 0 - - - -_ -_ - ) (0 30 - - - - - - - - - - 30 _ _ _ - - - 30 - -_ - - - - - - .. _ - - DO - - - _ _ - - - DO - - - _ _ - - 30 - _ _ - - - 00 00 - - 8,818.32 808.82 (5,871.45) (22,034.12) (18288.84) 7/29/2013 219 PM Page 3 of 4 FINAL CONTRACT SUMMARY RIVER RENAISSANCE LOWER PLAZA CITY CONTRACT NUMBER 763 AECOM Protect Number 60155128 Original Contract Amount Change Order#1 Change Order #2 Change Order #3 Change Order #4 Change Order #5 Change Order#6 Change Order #7 Change Order #8 Change Order #9 Change Order #10 Change Order #11 Change Order#12 Change Order #13 Change Order#14 Change Order#15 Change Order#16 Change Order #17 Change Order #18 Change Order #19 Change Order#20 Increase/Decrease Change Order FINAL CONTRACT AMOUNT Page 4 of 4 3,189,424.95 55,000.00 6,050.00 13,559.35 5,335.00 11,500.00 7,625.00 29,500.00 13,769.00 7,500.00 8,910.00 8,757.50 35,649.90 8,700.00 8,179.60 5,775.00 9,299.30 (2,648.00) 14,205.00 4,684.50 10,780.00 (18,280.64) 3,433,275.46 7/2912013 3:11 PM Div 1 Div 2A Div 213 Div 3 Total Pay Estimate #1 19,520.60 0.00 0.00 0.00 19,520.60 Pay Estimate #2 7,907.68 0.00 0.00 0.00 7,907.88 Pay Estimate #3 61,755.95 0.00 0.00 9,217.08 70,973.03 Pay Estimate #4 58,883.71 0.00 4,417.50 7,506.76 70,787.97 Pay Estimate #5 15 475.56 17,005.00 10,882.50 30,903.63 74,266.69 Pay Estimate #6 35,238.82 1,680.00 250.00 37,168.82 Pay Estimate #7 82,024.93 1,715.00 0.00 0.00 83,739.93 Pay Estimate #8 9,036.02 0.00 0.00 0.00 9,036.02 Pay Estimate #9 31,104.71 0.00 0.00 0.00 31,104.71 Pay Estimate #10 78,013.99 0.00 0.00 0.00 78,013.99 Pay Estimate #11 24,628.37 0.00 0.00 0.00 24,628.37 Pay Estimate #12 21,895.52 4,159.62 0.00 0.00 26,055.14 Pay Estimate #13 15,117.20 0.00 0.00 0.00 15,117.20 Pay Estimate #14 20,424.23 0.00 6,750.00 10,650.00 37,824.23 Pay Estimate #15 65,854.00 0.00 0.00 0.00 65,854.00 Pay Estimate #16 21822524 0.00 0.00 0.00 218,225.24 Pay Estimate #17 25,108.97 0.00 1,062.50 2,701.65 28,873.12 Pay Estimate #18 125,069.00 0.00 0.00 84,890.66 209,959.66 Pay Estimate #19 5,635.64 0.00 0.00 0.00 5,635.64 Pay Estimate #20 10,324.60 0.00 0.00 15,706.50 26,031.10 Pay Estimate #21 32,431.63 0.00 0.00 55,000.00 87,431.63 Pay Estimate #22 48,883.88 0.00 0.00 7,700.00 56,583.68 Pay Estimate #23 62,613.22 0.00 0.00 3,383.15 65,998.37 Pay Estimate #24 116,004.18 0.00 0.00 2,050.00 118,054.18 Pay Estimate #25 18,935.21 0.00 0.00 0.00 18,935.21 Pay Estimate #26 58,961.51 0.00 0.00 0.00 58,961.51 Pay Estimate #27 39,713.57 0.00 0.00 0.00 39,713.57 Pay Estimate #28 25,475.67 0.00 0.00 0.00 25,475.67 Pay Estimate #29 72,817.31 0.00 0.00 0.00 72,817.31 Pay Estimate #30 66 991.55 0.00 0.00 0.00 66,991.55 Pay Estimate #31 262,182.19 0.00 0.00 0.00 262,182.19 Pay Estimate #32 191,148.88 0.0D 0.00 0.00 191,148.88 Pay Estimate #33 226,408.52 0.00 0.00 0.00 226,408.52 Pay Estimate #34 117,870.73 0.00 0.00 0.00 117,870.73 Pay Estimate #35 16231.94 0.00 0.00 0.00 16,231.94 PayEstimate#36 15,99128 0.00 0.00 0.00 15,99128 Pay Estimate #37 15,567.30 0.00 0.00 0.00 15,567.30 Pay Estimate #38 44,811.66 0.00 0.00 0.00 44,811.66 Pay Estimate #39 - 43,095.80 0.00 0.00 0.00 43,095.80 Pay Estimate #40 79,556.22 0.00 0.00 0.00 79,556.22 Pay Estimate #41 71,06423 0.00 0.00 0.00 71,064.23 Pay Estimate #42 132,702.92 0.00 0.00 0.00 132,702.92 Pay Estimate #43 76,552.78 0.00 0.00 0.00 76,552.78 Pay Estimate #44 65,837.44 0.00 0.00 0.00 85,837.44 Pay Estimate #45 25,316.46 0.00 0.00 0.00 25,316.46 Pay Estimate #46 30,364.85 0.00 0.00 0.00 30,364.85 Pay Estimate #47 25,896.10 0.00 0.00 0.00 25,896.10 Pay Estimate #48 54,773.06 0.00 0.00 0.00 54,773.06 Pay Estimate #49 - Subflnal 28,437.08 0.00 0.00 0.00 28,437.08 Pay Estimate #50 - Final 157,78220 0.00 0.00 0.00 157,782.20 Total All Payments 3,155,643.91 24,559.62 23,112.50 229,959.43 3,433,275.46 Original Contract Amount Change Order#1 Change Order #2 Change Order #3 Change Order #4 Change Order #5 Change Order#6 Change Order #7 Change Order #8 Change Order #9 Change Order #10 Change Order #11 Change Order#12 Change Order #13 Change Order#14 Change Order#15 Change Order#16 Change Order #17 Change Order #18 Change Order #19 Change Order#20 Increase/Decrease Change Order FINAL CONTRACT AMOUNT Page 4 of 4 3,189,424.95 55,000.00 6,050.00 13,559.35 5,335.00 11,500.00 7,625.00 29,500.00 13,769.00 7,500.00 8,910.00 8,757.50 35,649.90 8,700.00 8,179.60 5,775.00 9,299.30 (2,648.00) 14,205.00 4,684.50 10,780.00 (18,280.64) 3,433,275.46 7/2912013 3:11 PM