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HomeMy WebLinkAboutITEM V-C-2 CITY OF_ * ! * AGENDA BILL APPROVAL FORM WASHINGTON A encla Sub'ect: Final Pa Estimate No. 11 to Contract 05-17 Date: A ril 22, 2010 Department: Attachments: Budget Sfatus Sheet, Budget Impact: Public Works Final Pa Estimate No. 11 and Ma $ 0.00 Administrative Recommendation: City Council approve Final Pay Estimate No. 11 to Confract 05-17 in the amount of $8,557;23, for a total contract price of $3,977,371.97, with Interwest Development NW, Inc. and accept construetion of Project No. C504A, R Street SE Utili Im rovements. Background Summary: This project constructed the following improvements: • 18-inch storm drainage construction, 17th Street SE (Auburn Way S to K Street SE); • 18-inch storm drainage construction, K Street SE (17th Street SE to 18th Street SE); 0 24-inch storm drainage replacement, 21'~t Street SE (K Street SE to M Street SE); • 18-inch storm drainage replacement, 21st Street SE (M Street SE to R Street SE); • 18-inch storm drainage replacement, R Street SE (216` StreetSE to 25th Street SE); • 12-inch storm drainage construction, O Court SE (21s` Street SE to 20t'' Ct SE); 0 12-inch storm drainage constructiori, M Street SE (21st Street SE to 1801 M Street SE); • 30=inch sanitary sewer main construction, 21s` Street SE (M Street SE to R S4reet SE); • 36-inch sanitary sewer main construction; M Street SE (21s` Street SE to 17"' Street SE); • 36-inch sanitary sewer main construction, 17th Street SE (K Street SE to M Street SE); • 12-inch water main replacement; R Street SE (21S` Street SE to25th Street SE); - • 12-inch water main replacement, M Street SE (21s` Street SE fo 17th StreetSE). in addition to the utility improvements, this project replaced damaged curb, gutter, and sidewalk along the project route as necessary. This project also construcfed full width pavement restoration and/or oyerlay on the entire project with the exception of a'/Z street widtfi replacement on 17th Street SE and O Court SE. Consfruction for the overall project began in March 2009 and was completed in December 2009. A project budget contingency of $219;484 remains in the 430 Water fund. A project budget contingency of $1,476,519 remains in the 431 Sanitary Sewer fund (including the unused MIT funds). A project budget contingency of $219,296 remains in the 432Storm Drainage fund. W0503-4 04.6.3 C504A Reviewed by Council 8 Committees: Reviewed by Departments & Divisions: ❑ Arts Commissiort COUNCIL.COMMITTEES: ❑ Building p M&0. ❑ Airport ❑ Finance p Cemetery p Mayor ❑ Hearing Examiner ❑ Municipal Serv. ❑ Finance ❑ Parlcs ❑ Human Services ❑ Planning & CD ❑ Fire ❑ Planning • p Park Board SPublic Works ❑ Legal p Police ❑ Planning Comm. OOther ID Public Works ❑ Human Resources Action: Committee ApprovaL• ❑Yes ONo Council Approval' DYes ❑No Call for Public Hearing Referred to 'Unfil _I I 'Pabled Until Councilmember: Wa ner Staff: Dowd _ Meetin Date: : Ma 3, 2010 Item Number: V.C:2 M$UMN ?k'MOItE T'HAN YOU IMAGINED BUDGET STATUS SHEET Project No:, C504A Project Title: R Street SE Utili Improvements Project Manager: Robert Lee ' 0 Projeet Initiation Initiation Date: Mav 9. 2005 0 Permision to Advertise Date: April 21, 2010 Advertisement Date: November 18. 2008 0 Contract Award Award Date: Januarv 20. 2009 Q Change Order #5 Approval 0 Contract Final Acceptance The "Future Years" column indicates the projeded amount to be requested in fufure budgets. Funds Bud eted Funds Available Funding Prior Years . 2008 2009 2010. Total 328 Fund - Sidewalk Improvement 0 0 0 2,500 . 2,500 430 Fund - Water Utility'Fund 9,082 38,898 775;403 220,800 1;044,184 431 Fund - Sanitiary Sewer Fund 15,291 53,318 1,082,659 257;300 1,408,567 431 Fund - Mudcleshoot;Sewer Grant 0 0 1,6021500 0. 1,602,500 432 Fund - Storm Utility Fund 58,385 74,736 1,818,940 222,000 2,174,061 105 Fund -Arterial 3treet Preservation 0 0 0 11,748 11,748 _ . Total 82,758166,952 5,279,502 714,348 6,243,560 Estimated Cost Funds Needed Activity Prior Years. 2008 2009 2010 Total Design Engineering - City Costs 83,821 133,829 4,175 0 221,824 Design Engineering - ConsuRant Costs -(1,063) 33,123 0 0 32,060 Property Acquisition 0 0 400 0 400 Consfrudion Contrad Bid 0 0 2,597,232 " 0 2,597,232 Change Qrder #1 . 0 0 0 0 0 ChangeOrder#2, 0 ' 0 11,748 0 17,748. Change Order #3 0 0 220,231 0 220,231 Change Order #4 0 0 136,938 0 136,938 Change Order 05 0 0 608,545 0 608,545 _ Line item Changes 0 0 394,121 8,557 402,678 Consfruction Engineering - City Costs 0 0 223,558 13,000 236,558 ' Construdion_ Engineering - Consuttant Costs . 0 0" 9,997 0 9,997 Total 82.756 166,952 4,206,944 . 21,557 4,478,211 328 Bud et Status Sidewalk Im . Prior Years 2008 ~ 2009 2010 Total . •328_Funds Budgeted O 0 _0. 0 (2,500) (2,500) 328 Funds Needed 0 0 0 2,500 2,500 "328 Fund,Project Contingency O 0 0 0 0 0 328 Funds Required 0 0 0 0 0 W0503-4A , H`\PROJ\C504A-RStSEUtil4lmp\Budget\C504A BudgetStatusSheet.xls, 1 of 2 430 Water Bud et Status Prior Years 2008 2009 Future Years Total '430 Funiis BudgetedO (9,082) (38,898) (775,403) (220,800) (1,044,184) 430 Funds Needed 9,082 38,898 775,403 1,316 824,698 •430 Fund Project Contingency O • 0 0 0 219,484 219,485 430 Funds Required 0 0, 0 0 0 431 Sewer Bud et Status Prior Years 2008 2009 Future Years ' Total '431 Funds Budgeted O (15,291) (53;318) (2,685,159) (257300) (3,011,067) 431 Funds Needed 15,291 53,318 1,462,651 3,289 1,534,548 '431 Fund Proect Contingency O 0 0 1,222,508 254,071 1,476,519 431 Funds Required 0 0 0 0 0 432 Storm Bud et Status Prior Years. 2008 2009 Future Years Total "432 Funds,Bud eted.O (58,385) (74,736) (1,818,940) (222,000) (2,174,061) _432 Funds Negded_ _ 58,385 74,736 1,818,940 2,704 _ 1,954,766 *432 Fund'Project Contingency O 0 0 0 219,296 _ 219 296 432 Funds Required 0 . 0 0 0 0 105 Arteriai Street Preservation Bud et Status Prior Years _ 2008 2009 Future Years Total _ '105 Funds Budgeted 0 0 0 (11,748) (11,748) ' 105 Funds Needed 0 0 0 11,748 11,748 *105 Fund Project Contin en O 0 0 0 0 0 105. Funds Required ° 0 0 0 0_ - 0. in the Budget Status Sedions indicates Money the City has available. W0503-4A H:\PROJ\C504A-RStSEU61itylmp\Budget\C504A BudgetStatusSheet.xis . 2 of 2 CITY OF AUBURN CO.•NO. 05-17 C504A R.Street SE Utility Improvements PAY ESTIMATE #11 8'FINAL SCHEDULE A: Storm Impro'vements ITEM ' ESTIMATE TOTAL PERIOD UNIT PERCENT EST. NO. ITEM DESCRIPTION QUAIdTITY QUANTITY QUANTITY 'rypE UNIT COST T.OTAL.COST PERIOD COST QTY. 1 _ MinorChanues__ 1 1.110080 , 0.2268474 E:Ad'. 50,000.00 $ 55,504.02 11,347.37 111% 2 Utili~ Potholing 47 60:00 EA 719:50 $ 43,170.00 $ - 128% 3_ Decommission Monitoring Well(s) 2 0100 EA 1,575.00 $ - $ 0% . 4 Mobilization 11.000000 LS 54,810.00 $ 54,810.00 $ - 100% . 5 Construction Site;Sign(s)_ 6 6:00 EA 210:00 $ 1,260.00 $ - 10096 6 Traffc Control Labor 3,600 5,142.25 201.50. HR 47.25 $ 242 971.31 $ 9,520:88 14396 Traffic Control Su ervisor . 1 1.0000000 0.0499112 LS 45,000.00 $ 45,000.00 $ 2,246.00 100`K 8 Construdion Signs Class A 450 868:83 5.94 SF 52.50 $ 45,613.58 $ 311.85 193R6 9 Portable Chanqeable Message S~ 360 376:00 . 11.00 DAY 183.75 $ 69,090.00 $ 2,021.25 104% _ 10 _Removal of Structuresrand Obstructions _ 1 1.000000 LS . 26,000.00 $ 26,000.00 $ - 100°yb 11 _ Remove and Reset.Fence 20 104.00 LF 30:00 $ 3,120.00 $ - 520% Removal of Concrete Flafinrork 981 2,50527 981.46 SY 3.70 . $ 9,269.50 $ 3,557.40 25596 13_ Remova) of Curb and Gutter ` 2,558 4,637.95 LF 1.65 $ 7,652.62 $ - 181% _ 14 Roadway Excavation Including Haul _2,469 5,873.08 -1,856.53 CY 11.25 $ 66,072.15 $ 20,885.96 23896 _ 15 Unsuitable Foundation Excavation 338 71.58 CY 10.75 $ 769.49 $ - 21% 16 _ Gravel Borrow Inciuding Haul 338 0:00 CY 10:75 g - $ - 09~6 17 _ Shorinp or Extra Excavation Class B _ 24,535 40,585.55 1,608.51 SF 0.05 $ 2,029.28 $ 80.43 165% 18 Crushed Surfacing Base Course 4,021 _ 3,577i94 TON 13.85 $ 49,554.47 $ - 89°k - 1s Cnished Surfaciop Course_ 5,275 5,405:95 TON 13.85 $ 74,872.41 $ - 102°~ 20 Non-woven--- - _Fabric 16,865 3,623:65 SY 1.00 $ 3,623.85 $ - 24% 21 HAflA Class B(Modified~ 3,003 2,454.28 TON 75.45 $ 185,175.43 $ - 82°r6 ?2 _ HMA.CIass E__- _ _ 7,349. 7,444.77 TON Z8:00 $ 580,682.06 $ - 101% 23 Incidental HMA 60 32.19 ~ TON 126:00 $ 4,058.94 $ - 54% _ -24 Asphaft.Cold:PatchMix .._._200-_ -.-12162------ 70N 81.90 $ 9,960.68 $ - 6196 25 Planing Bituminous Pavement 17,05015,011.00 SY 1.30 $ 19,514.30 $ - 88°r6 26 Ductile I[on P~e, Class 50, Storm Pipe, 12" Diam: 280 228:00 LF 42.35 $ 9,655.80 $ - 81% - - 27 Solid Wall_Poly_v_1nYl_Chloride (PVC~ Storm ~e,..__ 685 7o8A0 3.00 LF 24.15 $ 17,098.20 $ 72.45 10396 28 5olid VVai) PVC Storm SDR-35, 15" Diam. 442_ 310:00 LF 26.75 $ 8,292.50 $ - 704k ------~----•--J? , 29 Solid Wall PVC) Stonr► Pipe, SDR-35, 18" Diam. 2,476 2,928:00 -108.00 LF 31.85 $ 93,256.80 $ 3,439.80 118% 30 : Solid Wall LPVC~Storm Pipe~ SDR-35, 24" Diam. _ 630 744:00 LF 41.50 $ 30,876.00 $ - 118% 31...._._. . _ (PVC) Storm.P_ipe,_SDR-21, 8" Diam. 50 -----------56:00 ----LF 22.95 $ 1,285.20. $ - 112% 32 ~PVC~ Storm Pipe, SDR_21 12 inch Diam. 522.00 LF 28.50 $ 14,877.00 $ - 166% 33 Storm Sewer Television Ins ection 4,877 3,508:30 LF 0.50 $ 1,754.15 $ - 72% ..34 ~ Catch Basin Type 1 36 ---34.00 EA 800.00 $ 27,200.00 $ - 94"i6 35 _ Catch Basin Type 2,48 Inch_Diam_ 22 22.00 . EA 2,000.00 $ 44,000.00 $ - 100% 36 _ Connect to Ebstina Catch Basin_~_ 2_ 5.00 EA 525.00 $ 2,625.00 $ - 250% 37 , Ad~ust Catch Basin 4 _ 3.00 EA 165.00 $ 495.00 $ - 75°r6 38 Pipe F_oundation Material___ 1,322 155:40 TON 13.40 g 2,082.36 $ - 12% 39, Imported Plpe_Beddin 3,813 3,939:36 _ TON 10.75 $ 42,348.12 $ - 103% 40 Select Pi e Trench Backfil) 4.359 4,675:51 TON 9.50 $ 44 417.35 $ - 107°k _ $ 4,831.86 Period Dates Begin: Dec 21, 2009 End: Mar 15, 2010 W0503-4B h:\proJlpe\C504A PE.xls 1 of 8 4/21l2010 at 1:11 PM ClTY'OF AUBURN CO: NO. 05-17 ' C504A R Street SE Utility, lmprovements PAY ESTIAAATE#11 8 FINAL ~ SCHEDULE A: Storm Improvements ITEM ESTIMATE TOTAL PERIOD UNIT PERCENT EST. NO. ITEM DESCRIPTION QUANTITY QUANTITY QUANTITY TypE UNIT COST 'TOTAL COST PERIOD COST Q,1.Y, 41 Control Density Fill (CDFZ for Filling Pipe 20 51.00 CY 105:00 $ 5,355.00 $ - 255% 42 Control.Density FiI~CDF~forTrench, Backfill__ 10 CY 105.00 $ - - 0°h 43 Temporary Water PollutioNErosion Control__. 1 0:000000 . _ E. Ad . 12,500.00 $ - g - 0% 44 Topsoil:TYPe_A..._ ....._._._190 191.26 - CY 36.75 $ 7,028.81 - 101% 45 Root Controi Bamer _ 110 - LF 5.25 $ - $ - 0% - - - - - . - - 46 Lawn Sod 676 676.81 0.39 SY 10.40 $ 7038.87 $ 4.06 100% 47 Bark Mulch. 6 11.00 CY 42.00 _ 462.00 $ - 183% 48 Landscape.Restoration 1__ _ 2.155407 Eq• Adj• 12,500.00 $ 26,842.59 $ - 216°k _ . 44 0 Gem ntCo crete Tra ic Curb and_Gutter_ 2'246 ---4,767.20 .-119.80 LF 13.60 $ 64;833:92 $ 1,575.37 175% 5 . , . - - $ - 212% 51 Residential DriVeway Apron 281 491.07 SY 29.55 $ 14,511.12 $ - 175% 62 Industrial and Commercial Drivewa~Apron 10 32.00 SY 44.50 $ 1,424.00 $ - 32096 53 Raised Pavement Marlcer Ty_pe 2_ _ 264 _ 285.00 EA 5.30 $ 1,510.50 $ - 108% _,uard..._~.---...---~------ - 54 Beam Grail Type1, includin9 Terminals___ 56 - LF 155.00 $ - $ - o% 85 . Monument Type A.(Modified) - ~ 2 EA 425.00 $ - g - 0°r6 56 MonumentTvpe B(Modified)s 14.00 EA 475.00 $ 6,650.00 $ - 23396 _ 57 Adjust Existing: Monument 2_,_ 1.00 EA 315.00 $ 315.00 $ - 50% _ 58 _ CementConcreteSidewalk 1,624 1,793.87 109.00 SY 34.65 $ 62,157.60 3,776.85 11096 59 Sidewalk RamQDetectable WamingRetrofit __u _ 160 132.00 SF 63.00 $ 8,316.00 $ - 83% _ 60 TrafficS6nal S I~-em Comlete, 17th Street SE & 1 1.000000 LS 6,400.00 $ 6,400.00 $ - 100% - - 61 4nduitP1pe,3ln9h_Diameter_.________________.__ 690 690.00 LF 7.50 $ 5,175.00 $ - 10096 82 Splice Vault2 2.00 EA 5,125.00 $ 10,250.00 $ - 1009b 63 Pull Box 1 1.00 EA 2,300.00 $ 2,300.00 $ - 100% 64 PermaneM Si nin 1 1.000000 LS 8,300.00 $ 6,300.00 $ - 100% - - - - 65 Paint'iine-- - 4 inch Wide 9,916 18,867.00 220.00 LF 0.20 $ 3,773.40 $ 44.00 190% 66 Paint Line - 6, inch Wide 9,476 2,100.00 LF 0.25 $ 525.00 $ - 22% _ 67 Rlastio Line - 81nch Wide 335 438.00 LF 2.00 $ 876.00 $ - 131% 68 Plastic Crosswalk Strie 24 inch wide) 2,040 _ 1,570.00. LF 3.65 $ 5,730.50 $ - 77% 69 Plastic Stop_Bar_(?4 inch widel 283 291.00 LF 3.65 $ 1,082.15 $ - 10336 70 Painted Bicycle Symbo) 11 19.00 EA . 36J5 $ 698.25 $ - 173% 71_ _ Plastic Traffic Arrow 11 14.00 1.00 EA 78.75 $ 1,102.50 $ 78.75 127% 72 Plastic Traffic Letter 12 20.00 4.00 EA 84.00 $ 1,680.00 $ 336.00 167°k 73 TemporaryPavement Markings. 9,800 18,444.00 LF 0.55 $ 10,144.20 $ - 1889k CO-1 Bid Item #40-Decrease Quantity/lncrease Unit _ $ . $ _ Price . . . . - CO-1-1 Trench Backfill 6,178 6,830.38 TN 8.75 $ 59,765.83 $ - 11196 CO-2 Increase Quantities, Bid Items 21, 25, 59, 65, 68, _ $ _ $ _ 69,71. Co-2-1 Plastic Chevrons (12" wide~t 160 - LF 3.00 $ - $ - o% 66-2-2 Rem _ ..--ove-------Existing--_-Pavemen_____-M--arici---nq-s--_..._....-------------------- 0-.000000 - LS 350.00 $ - $ - 096 CO-2-3 TfafflC LOOps 4 • 2.00 EA 900.00 $ 1,800.00 $ - 50% CO-3-1 Minor Chan es 1 8.717892 E. Ad . 5 000:00 43 589.48 $ - 872° $ 10,646.89 Period Dates Begin: Dec21, 2009 W 0 5 03 - 4B End: Mar 15, 2010 h:lprojrpe1C504A PE.xls 2 of 8 4/21/2010 at 1:11 PM CITY OF AUBURN ,CO. NO.OS-17 C504A R Street SE Utility Improvements PAY ESTIMATE #11 & FINAL SCHEDULE A: Storm Improvements ITEM ESTIMATE TOTAL PERIOD UNIT PERCENT EST. NO: 1TEM DESCRIPTION QUANTITY QUANTITY QUANTITY TypE UNIT COST TOTAL COST PERIOD COST QTM, CO-3-2 Mobitization 1 1.00 LS 47,865.00 $ 47,865:00 $ - 100% - GO 3 3 Trafflc_Control_Labor (Min. Bid.$32:OOper hou~) 224 356.75 HR 53.50 $ 19086.13 $ - , 159°rb - GO-3-4 Portable Chan,ce~essag e Sgn 14 96.00 DAY 183.75 $ ~ 17,640:00 $ - 88696 CO-3=5 Roadway Excavation inc: Hauf 15 ~ 38.33 -33.25 CY 27.00 $ 1,034s91 $ 897.75) 25696 Co-3-6 Unsuitable Foundation Excavation 15 - CY 36.75 $ - $ - 0% GO-3-7 Shorina or_Extra Excavation Class B!,_~__ _ 8,132 7,111.88 _ SF 1.15 $ 8;178:43 $ - 8796 CO-3-8 Crushed Surfaci~e Course 217 130.03 TN 20.00 $ 2,600:80 $ - 60% . CO-3-e Crushed -Surfacing ToQCourse 82 - TN 20.75 $ - $ - 0% - CO-3-10 HMA Class B (modified) 131 160.96 TN 137.00 $ 22,051.52 $ - 12396 CO-3-11 HMA Class E 165 567.23 TN 9325 $ 52,894.20 $ - 344% Co-3-12 Solid Wall Polyvinyl.Chloride (PVC) Storm Plpe, o _ LF 48.00 $ - $ - SDR-21, 12" dia. Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, Co-3-13 SDR-21, 18" dia. 0 - LF 59.00 $ - $ - Solid Wall Polyvinyl Chloride.(PVC) Storm Pipe, _ - $ CO-3-14 SDR-35,,24" dia: 0` LF 66.25 $ ' _ CO-3-95 , Storm Sewer Television Inspection _ 1388 1,200.70 LF 2.50 $ 3,001.75 $ - 87% C0-3-16 Catch_Basin Type 1 7 7.00 EA 930.00 $ 6,510:00 $ - 100% 6 0=3-17 Catch Baein, Type 2 48" dia. 3 2.00 EA 2,175.00 $ 4,350.00 $ - 67% CO-3-18 Connect to Existinq Catch Basin_ 3 5.00 EA 1,200.00 6,000.00 $ - 167°~ - ~ - C0-3-19 Pipe Foundation_Material_________ 380 - TN 14.00 $ - $ - Ogb CO-3 20 Imported Pipe Bed853 1,834.31 TN 14.25 $ 26,138:92 $ - 215% _ - - ~ CO-3-21 Select Pipe Trench_Backfill_ ._1080 601.69 TN 11.75 $ 7,069.86 $ - 5696 CO-3-22 Control DensityFull (CDF) for fillin~Pipe _ _ 0 _ CY 105.00 $ - $ - - CO-3-23 Cement Concrete Traffc Curb:and Gutter 120 120.00 LF 32:75 $ 3,930:00 $ - 100°Y6 . - - - CO-3-24 Temporary_Pav_ement_Markin~s 143 200.00 LF 1.00 $ 200.00 - 140% CQ-4 Increase Quantities: Item No. C03-1, C03-2, C03- _ $ _ $ 10, C03-15, C03-18, C03-19; C03-20, C03-23 _ - - _ , Decrease Quantities: Item No. C03-5, C03-e, C03- CO-4 7, C03-8, C03-9, C0310, C03-11, C03-12, C03-13, - $ - $ - C03-14, C03-21, C03-22 CO-4-1 Removal Concrete Flatwork 40 36.87 SY 8.00 $ 293:36 $ - 92% - CO-4-2 Removal•of Existin,Catch Besin 3 3.00 EA 175.00 $ 525.00 $ - 10096 - C0-473 _ PlaninaBituminous Pavement 1105 _ 1,105.00 SY 6:00 $ 6,630:00 $ - 100% Co-4-4 Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, 74 44.00 LF 77.65 $ 3,416:60 $ - 59% SDR-21, 12" dia. . . . _ - CO-4-5 Ductile Iron Pi e Class 50 Storm Pl e 12" dia. 108 148.00 LF 94.15 $ 13 934.20 $ - 137% . $ 9,749.14 Period Dates ~ 8egin: Dec 21, 2009 End: Mar 15; 2010 W0503-4B ~ , h:\proj\pe\C504A PE:xls - 3 of 8 4/212010 at 1:11 PM CITY.OF AUBURN ~ CO. N0. 05-17 C504A R Street SE Utiltty. Improvements PAY ESTIMATE #11 & FINAL SCHEDULE A: Storm,lmprovements -ITEM ESTIMATE TOTAL PERIOD UNIT . ! PERCENT EST. NO. ITEM DESCRIPTION QUANTITY QUANTITY QUANTITY TypE UNIT COST' TOTAL COST PERIOD COST Q..Y. Solid Wall Polyvinyl Chloride (PVC) Storm Pipe, CO-4-6 SDR=21, 18" dia: 314 314.00 LF 8780 $ 27,569.20 $ - 100q6 Solid Wall Polyvinyl Chloride (PVC) Stomn Pipe; C0-4-7 642 - LF 116.15 $ - $ - 0% SDR-21, 24" dia. _ . . - Solid' Wall Polyvinyl Chloride (PVC) Storm Pipe, ~ Co-4-s SDR-35, 24" dia. 250 892.00 LF 97.50 $ 86,970.00 $ - 35796 CO-4-9. Catch Basin Type_2,.60" dia. - _ _ - 1----- 2.00 _--EA 2,800.00 $ ~ 5600.00' $ - 200°~ _ C0-4-10 ~ Catch Basin_Txi~ 2, 60"d(. w/restrictor 1 1.00 EA 3,600.00 $ . 3;800.00 - 100% C0-4-11 : Control Density Full (CDF) for filAng,Pipe 10 20.40 CY 140.00 $ 21856:00 - 204% C0-4-12 Mountable Traffic Curb. 30 108:00 LF 28.00 $ 3;024.00 - 360% - - - 60-4-13 Cement Concrete Sidewalk 42 36.67 SY 65.00 $ 2;383.55 $ - 87% - Increase Quantities Bid Items 2, 19, 22, 39, 40, 44, ' CO-5 58, 87, 96, 100, 104, 105 ' $ - $ - SCHEDULE TOTAL $ . '9,749:14 Period Dates Begin: Dec 21, 2009 ~ End: Mar 15, 2010 W05:03-4B h:lproj~pe\C504A PE:xis 4 of 8 4/21/2010 at 1:11 PM ' CITY OF AUBURN CO: NO.Ob-17 , C504A R'Street SE Utllity Improvements PAY ESTIMATE #11.8 FINAL SCHEDULE B: Sanitary Sewer Utility Improvments ITEM ESTIMATE TOTAL PERIOD UNIT_ NO. ITEM QESCRIPTION ' QUANTITY ~QUANTITY' QUANTITY TypE UNIT COST TOTAL COST PERIOD:COST PERCENT'EST. OT'1(. 74 Minor Ghanaes 1 2.0395544 E: AdJ: 50,000.00 101;977:72 $ - 204% 75 Sharing or F_xtra_Excavation Class B _ 30393 53;998's33 : -37:21 SF _ 0:05 $ 2;699.97 $ (1.86) 178% _ 76 Manhole Type 1, 48 (nch Diameter 1 1.00 ' EA 2;860:00 $ 2;860:00 $ - 100S6 77Manhole Ty ep 1, 54 Inch Diameter 1 1.00 EA 3,225.00 3;225.00 - 100% - Z8 Manhole Type 1, 60 Inch Diameter 5 5:00 EA 41385.00 $ 21,925.00 100% _ 79 Manhole Type 1, 72 Inch Diameter 8 8:00 EA 5,375.00 $ 43;000.00. $ - 100% . _ 80 Manhole T vpe 1, 84 Inch Diameter 1.00 EA 5;985.00 $ 5;965.00 $ - 100% 81 Adiust_Manhole 3 7:00 F.A 450.00 $ 3;150:00 $ - 23396 82 Connect to Existinq Manhole 1 1:00 Ep► 2,000:00 . 2;000:00 $ - 100% ; 83 Control Dens~i_FiI~CDF) for Filling Pipe 68 77.00 CY 105.00 $ 8;085:00 $ - 113% 84 Control D-ensi ~ Fill (CDF for Trench BackfiU 20 ~ 0:00 CY 105:00 - $ - O% . - 85 pjpe Foundation Material 1,558 0:00 TON 13.40 $ - - 0% es Imported Pipe Beddinq_ 5175. 31789:21 TON 10.75 $ 40,734.01 $ 73q6 87 Select,Pipe_Trench_Backfill 5,660 5,693.39 TON 9.50 $ 54,087.21 $ - 101°k - - - So6d WaIL Polyvmyl Chloride (P.VC) Sewer 35.25 88 . Pipe; SDR 35, 8 inch Diam. 52---- 86.00 - ~F $ 3,031.50 $ - 165% Solid'Wall Potyvmyl Chloride (PVC) Sewer 12 LF 55.40 89 Pipe, SDR-35, 24_inch Diam 12:00 $ 664:80 $ - 100°k _ ~ Solid',Wall Polyvinyl Chloride (PVC) Sewer 63.50 ~ 9o Pi e, SDR-35 27 inch Diem 1,282 1,282.00 LF P.... $ 81,407.00 $ - 100°k . ~ .85 Solid Wall PolWinyI _ • - Chloride ~ --VC) Sewer 2.031 LF 82_-' 91 Pipe, DR-41, 36 inch Diam. 2,020.00 . 166,953:00 $ - 99% 92 3anitary Sewer Telewsion Inspection__ _ 3,377 3 233:50 -100.00 LF 0.50 $ 1,616J5 $ (50.00) 96% 93 PVC Side Sewer, 6 Inch Diam. with PVC _ 1,800 2,192:71 '-LF ~ - -----44:30 -----97,137:05 $ - 122% . Bid"Item --87--D .ecrea-._ _ ' se Quantity%Increase-Uni4 . Price. . . 1 0c00 $ - $ - 0% Co-1-2 Trench Backfilf -7.903 - - 6,642:97 _.._..TN_.__ _.8.75 $ 58,125:99 $ _ 84% 66-5 Increase 0 uantify Bid Item 87 . 3CHEDULE TOTAL $ (51.86) ~ . W05A3-4B h:lprojlpe1C504A PE:xls 5 of 8 4/2172010 at 1:11 PM CITY OF AUBURN CO: NO. 05-17 C504A R Street;SE, Utility lmprovements . PAY ESTIAAATE #11 & FINAL 3CHEDULE C: 'Water'Utilitylmprovements ITEM ESTIMATE TOTAL PERIOD UNIT PERCENT ES7. NO. ITEM DESCRIPTION QUANTITY QUANTITY QUANTITY 1'ypE UNIT COST TOTAL COST PERIOD C03T QTM. 94 Minor Changes 1 1.1496935 Eq..Ad'. 20,000:00 22993:87 115% 95 Shorin~orExtra Excavation Class B__ _ 13,827 90174.75 87:25 SF 0:05 $ 458;74 $ 4.36 ~ 869~6 . 96. Control Density_Fill.(CDF)_for Fillin~Pipe ._718 ~ 118.00 CY 105t00 $ 12;390.00 - ~ 100% 9? Control Density FiII (CDF) for Trench Backfill 10 ~0.00 - ---CY 105:00 $ - - $ 0% _ . - - - 98 Fipe Foundation_Material:_ 617 0.00 TON_ 13:40. $ - $ - 090 - . 99 Imported Pipe Bedding 1,071 1,528.85 ~ TON 10:75 $ ^ 16;435:94 $ - 143% - - 100 S_.elect Pi.PeTrench Backfill ..._...._1,507 1,398.13 -TON 9:50 $ 13,282:24 - 93% - - - 101 Conned to Existin _Water Main------ 8 -----8.00 EA 3,400:00 $ 27,200.00 $ - 100% 102 Special Class_52_Ductile:Jron Pipe_for Water_ 514~_ ~ 2,540_50 -20.00 _ CF ` 52:05 $ 132;233:03 $ (1,041.00) 101% ~ 103 Gate Valve, 12 inch Diam. 14 14.00 L EA 1950:00 $ 27;300:00. $ - 100% ioa Adjust Valye Box - - - - - ---~_-s _.i2.oo --EA 225:00 $ 2,700.00 1 - zoo% . 105 Hydrant Assembly -5 - 5.00 EA --4;500:00 $ 22,500.00 $ - 100°k 1~ Move Existing Nydrant--_ 2 - --1.00 - EA - 11800:00 $ 1,800.00 $ - 50% ~ 107 1Nater Service Connection Renewal 3/4 inch 29 19.00 EA 1,350:00 $ 25,650.00 - 6696 108 WaterSenrice ConnectionRenewal 1 inch--~--~- 1---- --~---1.00 - , V-Eq 1,200!00 $ 1,200.00 $ _ 100% 108 Water'Service Connection Renewal 1-1Y2.inch ~ 2 2.001EA 1,950:00 $ 3,900:00 $ - 10096 - Water Service Connection.Renewal 2 inch ' 1 1.00 EA 2250:00 $ 2250.00 $ - 100% Bid ltem #100-Decrease Quantities/lncrease ~ lJnit Price _ o LS - $ - $ ~ _ - C0-1- Trench Backfill ---------------~l---•-- 802.5 2089.03 i TN: 8.75 $ 18279.01. $ - 260~0 SCHEDULE TOTAL $ (1,036.64) Period Uates . Begin: Dec21,2009 W0503-4B End: Mar15,2010 h:\projlpe1C504A PE.xis - 6:0f 8 - 4/21f2010 at 1s11 PM co. 'No. 06-17 CITY OF AUBURN' C504A, R Street SE Utility Improvements - R Street SE Utility Improvements PROJECT SUMMARY CO. NO. 05-17 PAY ESTIMATE #11 &FINAL Original Contract Contract Change . AmOUnt Orders Total Payment This Period Percent/Contract SCHEDULE A: Storm Improvements Contract_. $ 1,568,297.10 $ 947,079.60 $ 2,697,254.82 $ 9,74914 107% NO TAX $ _ In Place with PE#6 Bond In Lieu $ _ 'Retainage (-5°k) $ 104,291.25 $ - SCHEDULE TOTAL $ 1;566,297.10 $ 947,079.60 $ 2,801,546.07 $ 9,749.14 SCHEDULE B: Sanitary Sewer Utility Improvments Contract $ 638,448.55 $ 698,644.94 $ (51.86) 109% Sales Tax (+9.5°k) $ 57,460.37 $ 66,371.27 $ (4:93) In Place with PE#6 Bond In Lieu g Retainage (-5%) $ 33,317.84 $ - SCHEDULE TOTAL $ 695,908.92 $ - $ 798,334.05 $ (56.79) SCHEDULE C: Water Utility Improvements . Contract $ 307,366:10 $ 330,572.02 $ (11038.84) 108% Sales Tax (+9.5%) $ 27,682.95 $ 31,404:34 $ (98.48) Ini'lace with PE#6 Bond In ueu _ Retainage (-5°h) $ 15,515.49 $ - SCHEDULE TOTAL $ 335,028.05 $ - $ 377,491.85 $ (1,135.12) TOTAL CONTRACT AMOUNT TO DATE (including Sales Tax) 3,824,247.39 TOTAL PAYMENT TO CONTRACTOR 3,977,371.97 $ 8,557.23 PAYMENT DUE CONTRACTOR: $ 8,557.23 Begin: Dec.21, 2009 End: Mar 15, 2010 . W0503-4B h:lproj%pe1G504A PE:xls 7 of 8 4/21/2010 at 1:11 PM CITY OF AUBURN CO. NO. 05 97 C5.04A, PAY ESTIMATE #9 ' PAY ESTIMATE # 11 & FINAL CONTRACTOR: Interwest Development NW, Inc: 1425 22nd Stceet NW Auburn, WA 98001 Phone: 253-939-9787 The undersigned has reviewed and approved this final pay esEimate. I agree that it is a true and correct statement showing all monies due me from the Ciry of Aubum under this contract; that I haye carefully examined,the final pay estimate estimate and understand it and that I hereby release the City of Auburn from any and all claims of whatsoever nature which I may have, arising out of this contract, which are not set forth in ihis estimate. PAYMENT DUE TO CONTRACTOR = $ 8,557.23 Signatures: . Contractor Date Inspector Date v[ {~e zor v Project Manager Date City Engineer Date W0503-4B hAproJlpe1C504A PE.xls 8:of 8 4/2112010 at 1:11 PM . ~ ' 1v.~ C7"~..j ~ ~ ❑VERLAY, STORM DRAINAGE & SANITARY SEWER IMPROVEMENT ~ I ~ `ed ~ ~ ' ~ •t ~ - C~r,~ . . . , 17 ST E , . . _ , ai ~ 17TH ST SE ' Z ; c~~rp ('7 i a a p W Z r v~ W ~ a A f- ` w ~ w~ ; L'9 Lr~ Q"~""'7 w a o ~ ` - ( ~ ° v~, t8TH ST SE o Z ~ , ~ q~ ; i ° 9 • , , • ` r I ~ , . r r-, y ~ OE ~ r . : . ~ i , . ; . $ ~ ~ R• ~ "t y LJ 19TH ST SE . 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