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HomeMy WebLinkAboutStickfort Construction Corporation-5/7/2012CHANGE ORDER NO. 1 Owner: City of Waterloo, Iowa Date: April 20'h, 2012 Project: F.Y. 2011 Midport Boulevard Extension Phase II Owner's Contract No.: 802 Contractor: Stickfort Construction Corporation Date of Contract Start: June 6'", 2011 $ 309,232.46 You are directed to make the following changes in the Contract Documents. Description: Increase/Decrease Change Order for Project Close -Out — Quantity Adjustments (See Attachment) Reason for Change Order: Increase/Decrease Change Order for Project Close -Out CONTRACT PRICE CONTRACT TIMES (Calendar Days) To Substantial To Final Completion Completion Original: $ 309,232.46 Original: August 1�, 2011 August l', 2011 Previous C.O.s (ADD/DEDUCT): $ Previous C.O.s (ADD/DEDUCT): This C.O. (ADD/DEDUCT): $ (3,449.20) This C.O. (ADD/DEDUCT): Contract Price With All Approved Change Orders: $ 305,783.26 REVISED: Revised Completion Date: It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the change(s) ordered herein, including all impact, delays, and acceleration costs. Other than the dollar amount and time allowance listed above, there shall be no further time or dollar compensation as a result of this Change Order. THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO APPROVED: By: t d er (Authori -d Signature) ACCEPTED: By: II�� Conrli<1( utho ' ed Signature) sll 196 ( Date: 4-2-4 -t2 Date: L:\work\project160189781\600_CRS\Pay Estimates AECOM 60189871 1 Project No. Change Order No. F.Y. 2011 MIDPORT BOULEVARD EXTENSION PHASE I1 PCC PAVEMENT - GRADE AND NEW IOWA DOT RISE PROJECT NUMBER: RM -8155(722)-9D-07 CITY CONTRACT NUMBER 802 AECOM PROJECT NUMBER 60189781 Period Ending: 20 -Apr -12 Change Order No. 1: Increase/Decrease Change Order Contractor: Stickfort Construction Corporation ITEM NO. irrEM UNIT UNIT COST FINAL TOTALS CONTRACT FINAL QUANTITY AMOUNT FINAL QUANTITY AMOUNT INCREASE/ DECREASE QUANTITY INCREASE/ DECREASE COST CLEARING AND GRUBBING Unit $8.50 294.10 SPECIAL BACKFILL CY 527.30 813.8 IXCAVATIONCLASS 10, ROADWAY AND BORROW... ___..... .... ..... CY .......$400 ............. 8,856.0.... EXCAVATION, CLASS 12, BOULDERS OR ROCK FRAGMENTS CY $1.00 200.0 TOPSOIL, STRIP, SALVAGE AND SPREAD .............._.. __..........._... ........._CY $5.00 1,695.0 SPECIAL COMPACTION OF SUBGRADE STA 5150.00 7.0 .o GRANULAR SUBBASE ..........._...... ... ... ___..... .............. ..... ........... ........._SY .........___$5.45 ___...._.....36868 ISUBGRADE STABILIZATION MATERIAL,POLYMER GRID ..... SY $2.65 3,888.8 GRANULAR SHOULDERS, TYPE A ...... ........ ... ...... _.... ....... ........... ......_.TON $20.00 _....... 82.0 10 :SHOULDER FINISHING, EARTH STA 575.00 15.5 11 'STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 10. I SY 538.50 3,132.8 12 ;MEDIAN, P.C. CONCRETE, 8 IN. SY $42.00 28.0 13 ;GRANULAR SURFACING ON ROAD, CLASS A CRUSHED STONE TON 314.30 3472 14 .... ..... EXCAVATION,, CLASS 20,_FOR ROADWAY PIPE CULVERT ... ............ ....._...__. ... ...._ CY $6.00 _......_.. 45.0 15 APRONS, CONCRETE, 151N. DIA. EACH $630.00 1.0 18 APRONS, CONCRETE, 24 IN DIA... ...__.._ .... ......... ... ..... ........... EACH $830.00 ..__. 2.0 17 APRONS CONCRETE ARCH, 44 IN. X 271N. _,. EACH $1,450.00 1.0 18 CULVERT, CONCRETE ROADWAY PIPE, 241N. DIA. ,,,.. ... LF 538.00 162.0 19 CULVERT, UNCLASSIFIED ENTRANCE PIPE, 24 IN. DIA. LF 830.00 32.0 20 SUBDRAIN,LONGITUDINAL..(SHOULDER) 4 IN. DIA....... _... ......... ....__. ......LF ......5650 ..._ 8582 21 SUBDRAIN OUTLET (RF 19C)_ EACH $100.00 6.0 22 ...... INTAKE, SW -508 ....._. .._ ........... ........_ ....... .... _... ...... EACH $2,800.00 1.0 23_........ INTAKE SW -510 ...__ ..._........ ._........_. _._ .......... ... _.._.._ ..... .___.. ....EACH ... $3050.00 2.0 24....... ..._;MANHOLE ADJUSTMENT, MINOR _...... ..__.... ................ ............_._ ... _.._... EACH ._..$52500 ............... 1.0 25 ..STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP) 2000D (CLASS 11905 IN. LF .... $28.00 84.0 26 .;STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS 00,.18 IN. LF $29.00 ..... 52.0 27 .STORM SEWER GRAVITY MAIN TRENCHED REINFORCED CONCRETE PIPE(RCP), 20000 (CLASS 111), 30 IN. LF $65.00 433.4 28 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE ARCH PIPE (RCAP), 2000D (CLASS A -II LF $100.00 57.0 29 'ENGINEERING FABRIC SY $2.50 37.8 30 EROSION STONE 31 'PERMANENT ROAD CLOSURE, URBAN, SI -182 32 SAFETY CLOSURE 33 ............ FIELD OFFICE 34 DELINEATOR, RIGID TYPE 1 35 WOOD POSTS FOR TYPE A OR B SIGNS, 4 IN. X 41N,_. 36 TYPE A SIGNS, SHEET ALUMINUM 37 PAINTED PAVEMENT MARKING. WATERBORNE OR SOLVENT BASED 38 TRAFFIC CONTROL 39 FLAGGERS ,..._. 40 MOBILIZATION 41 RELOCATE FIRE HYDRANT 42 MOWING 43 -;MULCHING Page 1 of 2 TON $40.00 19.7 EACH ... $57500 ...,,,,.. 1.0 EACH $100.00 2.0 EACH $2,500.00 1.0 EACH $85.00 10.0 LF $12.75 98.0 SF $12.75 73.3 STA 350.00 44.9 LS $1,600.00 1.0 DAY $275.00 5.0 LS $8,500.00 1.0 EACH $1,500.00 1.0 ACRE $125.00 2.0 ACRE $700.00 4.0 52 499.85 294.10 $2,499.85 816,756.74 881.8 518,067.14 826,62400 ... 6,752.0 ... $27,008.00 $200.00 $0.00 $847500 1,695.0 ,,........_..8847500 $1,050.00 ... 7.0 51,050.00 $20,093.08.... 3,688.8 320,093.08 $9,770.02 3,688.8 58,770.02 ..... $1640.00 84.0 $1,162.50 15.5 8114,34720 3,132.8 ....... $1.092.00 28.0 $4,984.98 300.0 ...... $27000 .... ..... 45.0 $630.00 1.0 .......... $186000. ........_2.0. $1.450.00 1.0 $6,158.00 162.00 5980.00 32.00 ..,, $5,578.30 712.00 $800.00 6.00 ....... $2800.00 ......_..._1.0. ........ $810000 .._.._......_2.0. .. .. $525.00 ... _.. 1.0 $1,792.00 64.0. $1,508.00 52.0 ..,.. 328,171.00 433.0. $5,700.00 57.0 594.50 34.9 8788.00 16.00', .._ $575.00 1.0� $200.00 $2,500.00 1.0 5850.00 10.0 $1,249.50 98.01 $93458 7325 ...,_ 8224500.. .. . 35.0/ $1,600.00 1.00 $1,375.00 5.0 $8,500.00 1.00 _.. ... $150000 ... $250 00 $2,800.00 2.5 $1,680.00 $1,162.50 $114,34720 .,, 51,092.00 $4,290.00 (4720) $ (674.98) 5270.00 $ $830.00 $ _..$168000 .................... .... $ $1,450.00 $8,158.00 8960.00 - $ $4,628.00 $80000 $2,800.00 $810000 $525.00 $1,792.00 $1,508.00 328,145.00 $5,700.00 $8725' .............. .... 5840.00 $575.00 $0.00 $250000 $650.00 31,249 50 $93394 81,750.00 $1,600.00 $1,375.00 $8,500.013 $0.00 $0.00 $1,750.00 (3.70) $ (148.00) (2.00) $ (200.09) $ (0.05) $ (9.64) (9.90) $ (495.00) $ _ - $ .___-.._.. - $ (100) 5... .(150000) (200) 5 (250.00) (1.50) $ (1,050.00) F.Y. 2011 MIDPORT BOULEVARD EXTENSION PHASE I1 PCC PAVEMENT - GRADE AND NEW IOWA DOT RISE PROJECT NUMBER: RM -8165(722)-9D-07 CITY CONTRACT NUMBER 802 AECOM PROJECT NUMBER 60189781 Period Ending: 20 -Apr -12 Change Order No. 1: Increase/Decrease Change Order Contractor: Stickfort Construction Corporation FINAL TOTALS CONTRACT INCREASE/ INCREASE/ UNIT FINAL FINAL DECREASE DECREASE ITEM NO. ITEM UNIT COST QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY COST_ 44 SEEDING AND FERTILIZING (URBAN) ACRE 52,800.00 2.0 $5,800.00 2.5 57,000.00 0.50 $ 1,400.00 45 STABILIZING CROP - SEEDING AND FERTILIZING __,... ACRE .$200.00 2.0 $400.00. 50.00_.,._ (2.00) $ (400.00) 46 ! SILTFENCE LF $1.90 1,894.0 $3,218.80 2,012.0 $3,822.80 318.00 $ 804.20 47 I REMOVAL OF SILT FENCE ..,_.... ..,,.,, LF $075 .,,.,.._.,_.1,694.0 $1,270.50 .,.......240.0 __.. $180.00 (1,454.00) $ (1,090.50) 48 CLEAN-OUT OF SILT FENCE ,.. LF $0.10 1,894.0 $180.40.. ....... $0.00 (1,894.00) $ (189.40) 49 '.SILT WATTLES LF 53.65 113.0 $412.45 140.0 $511.00 27.00 $ 98.55 50 REMOVAL OF SILT WATTLES LF 51.10 113.0 8124.30 $0.00 (113.00) $ (124.30) TOTAL PROJECT CONSTRUCTION COSTS $309,232.48 $306,783.28 INCJDEC. $ (3,449.20) ORIGINAL CONTRACT CHANGE ORDER NO. 1 (INCREASE/DECREASE) FINAL TOTAL $ 309,232.46 $ (3,449.20 $ 306,783.26 Page 2 of 2