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Home My WebLink AboutITEM V-C-3 AGENDA BILL APPROVAL FORM Agenda Subject: Final Pay Estimate #3 to Contract 06-05 Date: February 21, 2007 Department: I Attachments: Final Pay Estimate Budget Impact: Public Works #3, BudQet Status Sheet, and Map $0 Administrative Recommendation: City Council approve Final Pay Estimate #3 to Contract 06-05 in the amount of $52,088.70, for a total contract price of $848,360.19, with ICON Materials and accept construction of Project No. CP0601, C Street NW Road Improvements. Background Summary: The purpose of this project was to reconstruct the failed asphalt on "C" Street NW from W. Main Street through the intersection of 3rd Street NW. In addition to the reconstruction of the asphalt, a portion of the curbs and sidewalks were replaced, storm sewer improvements were constructed, and the abandoned railroad tracts and two underground storage tanks were removed. A project increase of $73,000 within the 102 fund will be necessary; however it will not require a budget adjustment since it is anticipated that the budgeted expenditures in the 102 fund will not be exceeded this year. W0305-1 04.9.1 CP0601 Reviewed by Council & Committees: Reviewed by Departments & Divisions: o Arts Commission COUNCIL COMMITTEES: o Building o M&O o Airport o Finance o Cemetery o Mayor o Hearing Examiner o Municipal Servo o Finance o Parks o Human Services o Planning & CD o Fire o Planning o Park Board 1:8:1 Public Works o Legal o Police o Planning Comm. o Other 1:8:1 Public Works o Human Resources Action: Committee Approval: DYes ONo Council Approval: DYes ONo Call for Public Hearing _1---1_ Referred to Until --1_1- Tabled Until _1_1- Councilmember: WaQner I Staff: Dowdy Meetina Date: March 5, 2007 I Item Number: V.C.3 AUBURN * MORE THAN YOU IMAGINED BUDGET STATUS SHEET IProject No: CP0601 Project Manager: Leah Dunsdon Project Title: C St NW Improvements o Project Initiation o Permision to Advertise o Contract Award o Change Order 3 Approval @ Contract Final Acceptance Date: February 26, 2007 Initiation Date: April 1 0.2006 Advertisement Date: AUQust 1, 2006 Award Date: AUQust 21, 2006 Funds Budgeted (Funds Available) Funding Prior Years 2005 2006 2007 Total 0 1 02 Fund - Unrestricted 930,000 0 930,000 0 Total 0 0 930,000 0 930,000 Estimated Cost (Funds Needed) Activity Prior Years 2005 2006 2007 Total Design Engineering - City Costs 33,311 33,311 Design Engineering - Consultant Costs 7,253 7,253 Construction Contract Bid 696,960 696,960 Change Order #1 (Subgrade Amendment) 6,000 6,000 Change Order #2 (Water Rehabilitation) 21 ,480 21,480 Change Order #3 (Incentive) 40,000 40,000 Line Item Changes 69,090 14,830 83,920 Environmental Remediation (UST) 34,439 15,561 50,000 Construction Engineering - City Costs 27,963 2,500 30,463 Construction Engineering - Consultant Costs 2,190 2,190 Total 0 0 898,686 72,891 971,577 rteraa tree u et tatus Prior Years 2005 2006 2007 Total *102 Funds BUdgeted () 0 0 (930,000) 0 (930,000) 102 Funds Needed 0 0 898,686 72,891 971,577 *102 Fund Project Contingency ( ) 0 0 (31,314) 0 0 102 Funds Required 0 0 0 72,891 41,577 102A . IS t B d 5 * ( # ) in the Budget Status Sections indicates Money the City has availab!e. File: H:\PROJ\CP0601-C St NW\Budget\CP0601 Budget Status.xls Worksheet: Final Acceptance H:\PROJ\CP0601-C St NW\Budget\CP0601 Budget Status. xis 1 of 1 co. NO. 06-05 ~ !tree! I.rN Road tmprovemenb. CITY OF AUBURN CI'MOi PAY ESTIMATE #3 & FINAL co. NO. 06-05 C Street NW Road Improvements SCHEDULE A: Street Improvements ITEM: ESTIMATE TOTAL PERIOD UNIT UNIT COST TOTAL COST I PERIOD COST PERCENT EST. NO. : ITEM DESCRIPTION QUANTITY QUANTITY QUANTITY TYPE QTY. 1 Minor Changes 1 0.6169 ,.Eq. Adj. 20,000.00 $ 12,338.00 $ - 62% Temporary Water Pollution/Erosion Control - 0 .------.-- 2,000.00 $ :$ 0% 2 1 Eq. Adj. - - .---_._-~-- -..---,", 3 Mobilization 1 1 LS 67,500.00 .$ 67.500.00 $ - 100% Construction Site Sign( s) . _.____.___..__...___n____ -- 735.00 $ 1,470.00 I $ 100% 4 2 2 EA - Traffic Control Labor --.. -.. .__n__ __'_ 46.00 $ 42,596.00 i $ 9.752.00 109% 5 850 926 212' HR 6 Portable Changeable Message Sign 21 110 -~- 126.00 $ 13.860.00 I $ - 524% -~. 7 Removal of Structures and Obstructions 1 1 LS 13,150.00 $ 13,150.00 $ - 100% ! Removal of Cement Concrete Pavement ------~_._-,,-_._--- ... .- -....- 7.00 $ 20.125.00 I $ 100% 8 2,875 2875 SY - _H_" . ._. .__u_____ 9 Removal of Sidewalk and Driveway Aprons 485 774.58 SY 11.00 $ 8.520.38 i $ - 160% -- . .--. 10 Roadwav Excavation Including Haul 2,500 3281.54 CY 27.00 $ 88,601.58 i $ - 131% 610, . --.-. -. -. ------. 13.50 $ 8,235.00 I $ ! 153% 11 Unsuitable Foundation Excavation Including Haul 400 CY - --5169: - --.-.--- ---..- --.- .".----_.. 1.00 $ 5,169.00 $ 109% 12 Subgrade Preparation 4,750 SY - .0+- _ ..__ ._.._u......._..__. 13 Shoring or Extra Excavation Class B 2.000 0: SF 1.50 $ - $ - ! 0% 14 IConstruction Geotextile Fabric 51691- .--------.-."----- 1.50 . $ 7.753.50 $ 109% 4,750 SY - Gravel Base 3219.24! -- - .----.,.----- 11.00 $ 35,411.64 I $ 71% 15 4,550 TON - ! ...- 177.591 -- _.~ .-_._- .---- ! 16 Crushed Surfacing Top Course 60 TON 23.00 $ 4.084.57 $ - ! 296% I 17 HMA Class B Modified 1,130 1039.31 ] TON 59.00 $ 61,319.29 $ - I 92% I 18 HMA Class E 2388.23 : u____. 53.00 $ 126,576.19 $ i 121% 1,980 TON - 19 Commercial HMA 30 . 60.37' TON 113.00 $ 6,821.81 $ - 201% 20 Incidental HMA 20 0 ---tON ---- 113.00 $ - ,$ - 0% 21 Asphalt Cold Patch Mix - - . 18.47. 90.00 $ 1.662.30 $ 92% 20 TON - : SDR-35. 12 Inch Diam. --.------. 63.00 $ 22 386 372 LF 23,436.00 I $ - 96% inch Diam. 124 -----..--. 78.00 . $ 9.672.00 ! $ 23 210 LF - 59% inch Diam. --..----.--.---..-.-. -- -- 138.00 . $ 16,836.00 ! $ 24 61 122 LF - 200% _._._~~--- - 25 Storm Sewer Television Inspection 657 657. LF 5.00 $ 3.285.00 1 $ - i 100% Catch Basin Type 1 - 9 --.---.-.-"" 1,450.00 : $ 13,050.00 i $ 26 9 EA - 100% 27 Catch Basin Type 2. 48 Inch Diam. 3 -.. 4,140.00 $ 12.420.00 ; $ 3 EA - 100% Adjust Existing Manhole .____.,_______..___ .0 420.00 $ 3,780.00 ! $ 28 8 9 EA - 113% Adjust Existing Catch Basin ---_.____0. . 420.00 $ I 29 4 8' EA 3,360.00 : $ - 200% 30 Connect to Existing Storm Manhole 3 3; EA 3,100.00 $ 9,300.00 $ - 100% 31 Pipe Foundation Material 160 256.57, TON 29.00 $ 7,440.53 . $ - 160% Imported Pipe Bedding 242.64: -.. 25.00 $ 6,066.00 $ 32 200 TON - 121% Select Pipe Trench Backfill 15.57; ------ 18.50 $ $ 33 200 TON 288.05 - 8% Adjust Valve Box 11i - 300.00 $ 3,300.00 $ 34 12 EA - , 92% I 35 Water Service Connection Renewal % inch Diam. 6 6i EA 1,255.00 . $ 7,530.00 $ - 100% Side Sewer. 8 inch Diam. 1! -- 2,100.00 , $ 2,100.00 $ I 36 1 EA - . 100% Topsoil Type A 48.741 k_.___. 100.00 : $ 4,874.00 $ 37 5 CY - 975% 38 la\vn Sod 45 286.78\ SY 23.00 : $ 6,595.94 $ - 637% Cement Concrete Traffic Curb and Gutter 1373.51 -15 .. 18.00 , $ 24,723.00 $ (270.00) 39 695 LF 198% 40 Cement Concrete Depressed Curb and Gutter 300 248.51 LF 18.50 $ 4,597.25 $ - 83% SCHEDULE SUBTOTAL $ 9,482.00 Period Dates Begin: Nov 21.2006 End: Jan 20. 2007 h:\pro.i\pe\CP0601 PE.x1s 1 of 4 2/1212007 at 3:27 PM co. NO. 06-05 ~ au IJW nM~ tMI!PAV4M,,,fl CITY OF AUBURN CP0601 PAY ESTIMATE #3 & FINAL co. NO. 06-05 C Street NW Road Improvements SCHEDULE A: Street Improvements ITEM I I ESTIMATE TOTAL I PERIOD --:- UNIT ! PERIOD COST PERCENT EST. NO. ITEM DESCRIPTION QUANTITY ! QUANTITY' QUANTITY TYPE UNIT COST. TOTAL COST QTY. I 41 Residential Dnveway Apron 55 ! 142.87 71.17; SY 59.74 $ 8,535.05 $ 4,251.70 260% 42 Industrial and Commercial Driveway Apron 320 360.01 : 20, SY 77.00 $ 27,720.77 $ 1,540.00 113% 43 Raised Pavement Marker Type 2 117 120 3 EA . 3.30 $ 396.00 $ 9.90 103% 44 Monument Type B, (Modified) 2 2, EA 740.00 $ 1,480.00 $ - 100% 45 Cement Concrete Sidewalk 380 657.871 -7.14 SY 63.50 $ 41,774.75 $ ( 453.39) 173% 46 Ramp Detectable Warning Retrofit 6 6; SF 60.00 $ 360.00 $ - 100% 47 Induction Loop Vehicle Detector 14 . 161 EA 577.00 $ 9,232.00 $ - , 114% I 48 Relocate Permanent Traffic Sign and Post 2 2, EA 230.00 '$ 460.00 $ - 100% Paint Une (4-inch wide) 163 ---".. 1.00 $ 163.00 $ 100% 49 163 LF - 50 Paint Une (8-inch wide) 462 ---- ..---.-"--- 1.00 ' $ 462.00 I $ i 100% 462 LF - ,..-- 51 Paint Une (Double Solid Yellow) 1,067 1067 LF 1.00 $ 1,067.00 $ - 100% 52 Plastic Crosswalk Stripe (24 inch wide) 337.5 ..__0_- 5.00 $ 1,687.50 $ 102% 330 LF - I 53 Plastic Stop Bar (24 inch wide) 132 ! 128.5; LF 5.00 $ 642.50 $ - 97% Plastic Traffic Arrow 12: -_..-,- ,.--. ---.. 77.00 $ 924.00 $ 100% 54 12 EA - I 55 Plastic Traffic Letter 16' ~.__.- 33.00 . $ ... 528.00 $ 100% 16 EA - 56 Removal of Plastic Markings 1 l' LS 550.00 $ 550.00 $ - 100% I 57 . Temporary PavEjment Markings 1,692 : 21491 LF 0.10 $ 214.90 $ - 127% CO-1 Quarry Spalls ; 188.981 - -. 15.00 $ 2,834.70 $ 400 Ton - 47% CO-2 3rd St NW Waterline Rehabilitation 1 1! LS 21,480.00 . $ 21,480.00 $ - 100% Co-3 Incentive Award 1 : 1: 1 LS 40,000.00 $ 40,000.00 $ 40,000.00 100% SCHEDULE TOTAL $ 54,830.21 Period Dates . Begin: Nov 21, 2006 End: Jan 20, 2007 h:\proj\pe\CP0601 PE.x1s 2of4 2/12/2007 at 3:27 PM co. NO. 06-05 aLl UW Iloacl 'mprov.~I\U SCHEDULE A: Street Improvements Contract NO TAX Retainage (-5%) SCHEDULE TOTAL $ TOTAL CONTRACT AMOUNT TO DATE TOTAL PAYMENT TO CONTRACTOR PAYMENT DUE CONTRACTOR: h:\proj\pe\CP06Q1 PE.xIs Original Contract Amount $ 696,960.00 $ 696,960.00 $ CITY OF AUBURN PQOJ~CT gUMMARV PAY ESTIMATE #3 & FINAL Contract Change Orders 67,480.00 $ 67,480.00 $ Period Dates Begin: Nov 21, 2006 End: Jan 20, 2007 30f4 $ Total Payment 848,360.19 $ (42,418.01) $ 805,942.18 $ $ $ 848,360.19 805,942.18 $ CP0601, C Street NW Road Improvements co. NO. 06-05 This Period 54,830.21 (2,741.51) 52,088.70 52,088.70 $ 52,088.70 Percent/Contract 111% 2/12/2007 at 3:27 PM CITY OF AUBURN CP0601 CO. NO. 06-05 PAY ESTIMATE # 3 & FINAL CONTRACTOR: ICON Materials PO Box 88050 Tukiwla, WA Phone: 206-575-3200 The undersigned has reviewed and approved this final pay estimate. I agree that it is a true and correct statement showing all monies due me from the City of Auburn under this contract; that I have 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 this estimate. PAYMENT DUE TO CONTRACTOR = $ 52,088.70 Signatures: Contractor Date Inspector --7V4 f!J' .~ :;;;k.J ?/! ~ Date 7-/7/07 / / Date ;VI ;)/{)7 Project Manager City Engineer Date h:\proj\pe\CP0601 PE.xls 40f4 21912007 at 12:28 PM HWY AlJBURN ." WASHINGTON o ....... if1 ....... > ....... Q z 5th 2 E-1 lfl rn <G 8th ST 6th ~ 7th lfl CITY OF AUBURN CP060I, C STREET NW IMPROVEMENT PROJECT Figure 1 Vicinity Map