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HomeMy WebLinkAboutItem 06.hDecember 12, 2012 Proposed Action Overview Primary Issues to Consider Zac City Item No. FINAL ACCEPTANCE AND APPROVAL OF FINAL PAY ESTIMATE 2012 MISCELLANEOUS ROADWAY REPAIRS AND OVERLAYS, CP 1.2 -01 December 17, 2012 City Council Meeting Staff recommends adoption of the following motion: Move to approve final acceptance and final payment to Northwest Asphalt Inc. for 2012 Miscellaneous Roadway Repairs and Overlays, City Improvement Project 12 -01. Passage of this motion will result in the acceptance of the project and final payment to the contractor. Northwest Asphalt inc., is requesting final acceptance and final payment of Pay Estimate No. 5 in the amount of $12,004,87 for 2012 Miscellaneous Roadway Repairs and Overlays, Improvement Project 12 -01. Attached is a summary page of the final estimate. The original contract amount was $1,076,578.27 and there were no change orders. The final contract amount is $1,067,689.30. All necessary paperwork has been submitted. Engineering recommends approval of final acceptance of the project and final payment to the contractor. • Was all work satisfactorily completed? All work was satisfactorily completed and the contractor has met the administrative requirements for final payment. Supporting Information • Request for final payment from Northwest Asphalt Inc., dated December 6, 2012 • Final Pay Estimate summary page Financial impact: $12,004.87 Budgeted: Yes Source: Pavement Management Fund Related Documents (CIP, ERP, etc.): Notes: NORTHWEST A SNIT AT,'T, INC... "Paving, Excavation and Utilities" 1451 Stagecoach Road Shakopee, MN 55379 Northwest Asphalt, Inc. agrees to the quantities included in estimate 45 for the 2012 Misc. Roadway Repairs & Overlays project. Please process final payment City Project Number: 12 -01 Northwest Asphalt, Inc. Note: If this instrument is executed by a corporation, it must be signed by an officer, and if executed by a partnership. it must be signed by a partner. Bv• Phone: (952) 445 -1003 Fax: (952) 445 -1056 wwww.nwasphalt.net Corporate Secretary (Title) 1451 Stagecoach Road (Address) Shakopee, MN 55379 -2797 PROJECT: DATE: ESTIMATE NO. OWNER: CONTRACTOR: ORIGINAL CONTRACT AMOUNT: TOTAL CONTRACT AMOUNT REMARKS: RECOMMENDATION FOR PAYMENT WORK COMPLETED TO DATE: MATERIALS ON HAND: SUBTOTAL: LESS AMOUNT RETAINED: 0% LESS PREVIOUS PAYMENTS: AMOUNT DUE THIS PAYMENT: 2012 Miscellaneous Roadway Repairs and Overlays City improvement Project 12-01 December 10, 2012 5 & FINAL City of Lakevilie, Minnesota Northwest Asphalt, inc. 1451 Stagecoach Road Shakopee, MN 55379 SUMMARY REQUEST THIS ESTIMATE $1,076,578.27 $1,076,578.27 $ 1,067,689,30 $ 1,067,689,30 $ 1,0 0,684.43 12,004.87 ----, ( CT 5 3 vc, . 60 DE 5C This is to certify to the best of my knowledge, information and belief, the quantities and values of work certified herein are fair approximate estimates for the period covered by this voucher. Name of Contractor: NORTHWEST ASPHALT, INC. This is to certify that the work shown in the Statement of Work certified herein has been actually furnished for the above - mentioned project in accordance with the plans and specifications heretofore approved and that the total work is 100% completed as of December 10, 2012. hereby recommend payment of this voucher. SIGNED: DATE: )`t• `h n1- Roberta McDonald C SIGNED: __ rve'aA _. TITLE: e- ZAt 44 ‘ , 14 . DATE: '0,. Va.. RECOMMENDED FOR PAYMENT BY THE CITY OF LAKEVILLE, MINNESOTA. D1L NE ). DATE: SIGNED: City n g i r p �r DATE: . /lc) Finance Director item. :HE37ULE Su Repairs Citywide 2012 M€ISCE.LLANEOUS ROADWAY REPAIRS AND OVERLAYS PROJECT: CITY PROJECT 12 -01 OWNER: CITY OF LAKEVILLE CONTRACTOR NORTHWEST ASPHALT PAY ESTIMATE NO: 5 - December 10. 2012 (MOVE CURB AND GUTTER {ALL TYPES) LIN FT 345 ; 0 5.00 • 6 0 725.00 'MOVE CONCRETE WALK SQ RI 335 = 1 3 1 5 1,112.20 :MOVE BITUMINOUS PAVEMENT SQ YD 17,700 ' 0 2.15 ; $ 38,055.00 'MOVE BITUMINOUS TRAIL 5Q FT 2,550 ` $ 0,30 1! 896.00 1 MTNG BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 10,985. 5: 2.61 1 5 25,073.65 980940E EXCAVATION - (PATCHING) CU YD 655 . 5 5.00 i $ 3,250,00 134E0A T E BASS CLASS 5 - (PATCHING) TOP: 410 $ 12.00 1 4,100.00 I 0UNDATION MATERIAL (3' MINUS) TON 603 1 5.00 $ 3,040.00 ELL BITUMINOUS STEP JOINT LIN FT 00,955 0 1.33 ', 5 15,227.45 1 'PE MV3 WEARING COURSE MIXTURE (8) - (PATCHING) TON 1,659 5._..�..,, 77.57 '!S 127,993.50 'PE LV3 NON WEARING COURSE MIXTURE (B) - (PATCHING) TON 2,135 5 7757 I S 165,610.95 5" BITUMINOUS WALK W /$" CL 5 AGGREGATE. BASE SQ FT 2,560 0 1.8 : $ 4,684.80 )OUSE VALVE BOX EACH 6 20400 $ 1,200,00 )1UST FRAME & RING CASTING EACH 10 $ 210.00 $ 2,100.00 1 CONCRETE WALK W/ 4" GRANULAR BASE SQ FT 335 4.25 $ 1,423.70 )NCRETE CURB & GUf1ER {ALLTYPES') LIN FT 345 21.15 7,296.75 I :PAIR IRRIGATION 5YS1EM EACH 4 0 75.00 5 300.00 SUBTOTAL: E 4, 401.644 25 ] 5 .7HEDULE B:1.70TH STREET Surface MIS anti 0veriaf - PILOT KNOB ROAD 70 EAGLEVIEW 071: 11009 BITUMINOUS PAVEMENT 50 YD 300 645.00 14009 PEDESTRIAN CURB RAMP EACH 8 . G: 1 50.00 5 403.00 :14006 STORM SEWER (ALL TYPES LIN FT 42 - S' 10,00 : S 420,00 [ 3 0121DER PREPARATION LIN FT 710 $ 2.00 ; $ 1,420.00 0 ' CB WINEENAH 94342 CASTING EACH 1 i 5 2,800.00 ' S 2,100.00 . RCP CL V LIN F- 40 ' 6 75.00 3,600.00 S " FES EACH 1 ■ $ 795.00: $ 79500 $ P RAP CL 111 TON 11 70100 - $ 770 -00 E 5 .WING BITUMINOUS PAVEMENT (FULL DEPTH)) 1111 FT 200 "- Sl 2,00: $ _ 400.00 i 101 5 I9GRADE EXCAVATION . (PATCHING) CU 1,0 10 ° 20.00) 4 200.38 00550475 BASE CLASS 5 - (PATCHING) TON 25 ' 0 5,00 1 125.00 S IUNDATION MATERIAL (3" MINUS) TON 25 ' 0 5,00 $ 125.00 SGRFGATE SHOULDERING CLASS 2 TON 30 ` 5 46.00 I S 1,200.00 11.86 S :LL BITUMINOUS SURFACE (2.0 ") 5Q XD 1.1960 9 ._.�..,., 2.07 4_ 5 'PE MV3 WEARING COURSE MIXTURE (5) TON 1,440 3 40.00 . 59,600.00 S 'PE LV3 NON WEARING COURSE MIXTURE (5) - (PATCHING) TON 35 5 76.61 2,681.35 5 5' BITUMINOUS WALK W /5" CL 5 AGGREGATE BASE SQ FT 215 5 3.25: $ 698.75 3 -- .DESTRIAN CURB RA1.40 EACH 10 $ 750.00 ; $ 7 ,500.00 0 8OR DITCH GRADING LE 550 !Si 5.90 1 $ 3,245.00 fRF ESTABLISHMENT LS 1 3 _ _2_,700.00 $ 2222 2,703.00 VEMENT MESSAGE (RIGHT ARROW) - PAINT EACH 10 "$ 35,00 r $ 350.06 5 SOLID LINE WHITE - PAINT LIN 7 6,360 '. 5 0.12 $ 727.20 " SOUP LINE WHITE - PAINT LIN FT 30 ` 4 2.00 'L' 60.00 S SOLID LINE YELLOW - PAINT LIN FT 1,085 0.12 0 130.20 BROKEN LINE YELLOW - PAINT LIN FT 450 ' 5, 0.12 $ 54.03 5 DOUBLE SOLID LINE YELLOW - PAINT LIN FT 230 ;' 3 0.26 6 59.80 DOSWALK MARKINGS - PANT S0 FT 90 , $ 1 1.50 5 135.00 0 :HEDULS C:FLAGSTAFF AVENUE Surface MIS and 09eriav - 178TH STREET TO SOUTH CITY LIMIT1 SUBTOTAL; 5 1 ' If 4: 1,0S9..19 MOVE CURS AND GUTTER (ALL TYPE) LIN FT 351 . 1 5.00 4 1,755.00 MOVE BITUMINOUS PAVEMENT SO YD 300 ' 1 1.00 ' $ 300.03 I MOVE PEEDEESTRIAN CURES RAMP ' EACH 14 5 50,00 ; $ 500.00 WING BITUMINOUS' PAVEMENT (FULL DEPTH) LIN 71 500 " 1 0.01: $ 8.02 6GRADE EXCAVATION - (PATCHING) CU YD 65 >, 5 5.00 $ 225.00 0REGA' E BASE CLASS 5 - (0 ,0`075110) TON 1:50 5 1.00 ' S 100.00 UNOATION MATERIAL 03" MINUS) TON 100 3 0 1.00 $ 100.00 _L BITUMINOUS SURFACE (2.0') 50 YD 12,702 ? 5 37,932.44 RE MV3 WEARING COURSE MIXTURE (9' TOPE 1,590 0 40,00 '' 2 63,600.00 'S LV3 NON WEARING COURSE MIXTURE (,B) - (PATCHING) TON 40 76.61 1 5 3,06440 " BITUMINOUS WALK W /8" CL 5 AGGREGATE BASE SQ FT 210 $ 325 ' 0 682.50 /UST FRAME 84 RING CASTING EACH 1 0 150.00 5 53 -00 NHOLE INSERT RISER RINGS EACH 5 5 150.00:: 750.00 NCRETE CURB & GUTTER (ALL TYPES) LIN FT 351 0 21.00 $ ------- 7,371.00 3ESTRIAN CURES RAMP EACH 12 S 750.00 1 9,000,00 JEMENT MESSAGE (LEFF ARROW) - PAINT EACH 2 5 50.00 1 $ 100.00 Contract Current Pay Current Pay Est. Quantity to Lint) Quantity Price Contract Extension Est. quantity Extension Dace Extension to Cate 9 $ ? 5 200.00 1 - 1 ) 41.00 245.00 11 420.00 202.00 1 474.40 1 440 5 :,2010.1 555 1 1,945._2 1.7345 1 35,115.35 5155 1 :.,73 "a.6. 9305 5 24,100.00 47 5 335 .00 40.04 5 400.40 03.91 _ 59.00 0400 5 12,045.74 1051,52 1 142,519.0) 2565,70 5 201,35..5 5375 5 5.835.0E 2 $ 400.00 1 5 1,950.00 994 $ 2,353.00 440 $ 0,450.35 " --5.01 406 1 . 113.90 7 " 320.00 42 9 420.01 71 _ 1,420.01 , 2.2,00 05 4E $ 3,000,00 1 5 795,00 12 770.05 165 1 373, 27.09 5 1,083.6E 12901 ; 24,757,20 1027,6 - ,105.60: 05.90 0 4,209.33 700 2 550.00 6450.00 977 S 3,994.00 i 2 2, 710,00 20 12 300,00 5933 2 715.5£ 21 5 50,00 020 _ 111 -3n 410 5 49.20 33� 5 87.00 000 -;> 152.01) 11 5 118.255.3011 10E 5 35 5 5, 445.740.3011 1,250.05 105,00 500.03 2747) ; 39.007,15 1340.45 $ 13 .907,20 12 5 955.32 205 5 076.05 5 405.01 271 a 91.00: 1 $ 9,905.00 105.00 item - .............._...__ - -. -- ..0...0.0.......0.., -- _ *YEMEN) MESSAGE (RIGHT'" ARRO'V.1) - PAINT EACH ii B 50.00 - 150.00 I 6VE11ENT MESSAGE (THRU ARROW) - PAISII EACH $ 5 50.00 - 0 50.00 1 1" SOLID LINE YELLOW - PAINT LIN FT 565 f 5 2.05:., 1.130.00 i ' DOUBLE SOLID LINE YELLOW - PAINT LIN TT 2,390 ; „ 0.26 • _ 881.40 i 2OSSWA,It MARKINGS . PAINT 5G F 126 . 8: 1.50 5 189.00 1 SUBTOTAL: OHEDIILE 0:175TH STREET Surface M81 and Overfaw - FfIGFIVIEW AVENUE TO 17 100 BLVD -MOVE 0005 AND GUTTER (ALL TYPES) LIN FT 380 55005 CONCRETE WALK SQ FT 187 :M005 8173516005 PAVEMENT SQ 50 306 -MOUE BITUMINOUS TRAIL. 5F 660 =MOVE PEDESTRIAN CURB 06015 EACH 14 IWFNG BTUMINOUS PAVEMENT (FULL DEPTH) LIN FT 700 JBGRADE EXCAVATION - (PATCHING) 00 YD 55 SGREGATE BASE CLASS 5 - (PATCHING) TON 125 )UNDATION MATERIAL (9" MINUS) TON 1.25 ILL BITUMINOUS SURFACE (2.0 ") SQ 50 20,714 S 2.33 5, (PE MY3 WEARING 000655 MIXTURE, (6) - (PATCHING) TON 1555 , 40.50 _ 3 (PE LV3 NON WEARING COURSE MIXTURE (B) - [PATCHING) TON 45 5' .0...0.0.0 ! S )RUST VALVE BOX EACH 3 $ 252.00 $ 5305T FRAME 6: 0105 CASTING EACH ' 1,306.00 s CONCRETE WALK W( 4" GRANULAR BASE SQ FT 660 5 4 .05 $ DNCRE € E CURB & GUTTER (ALL TYPES) LIN FT 405 _DESTRIAN CURB RAMP EACH 18 WEMEN' MESSAGE (1E7 ARROW) PAINT EACH 6 WEMENT MESSAGE (RIGHT ARROW) - PAINT EACH 5 10651 T MESSAGE (LEF i -THRU ARROW) ' PAINT EACH 2 1VEMENT MESSAGE (RIGHT-THRU ARROW) - PAINT .AGE - SOLID LINE WHITE - PAINT LIN FT 650 SOLID LINE WN1TE - PAINT LIN FE 52 BROKEN LINE WHITE - PAINT LIN FT 240 SOLID LINE YELLO\t PAINT LIN FT 3.155 560Kc'N LINE YELLOW - PAINT LIN 07 1,290 DOUBLE SOLID LINE YELLOW - PAINT LIN FT 1,$00 ' SOLID LINE 555530 - PAINT LIN FT 175 tGSSWALY MAR1Q14GS - PAINT 50 FT 252 SUBTOTAL: :MOVE CURB AND GUTTER (AL. TYPES) LIN FT :MOVE BITUMINOUS PAVEMENT SQ Y'% :MOVE PEDESTRIAN CURB RAMP EACH t4V1NG BITUMINOUS PAVEMENT (FULL DEPTH) LIN 17 78GRADE EXCAVATION - (PATCHING) CU YD 1051556TE BASE CLASS 5 - (PATCHING) TON IUN©6TION MATERIAL (3" MINUS) TOha - .LL BITUMINOUS SURFACE (2.0'') SQ YD 'PE 1403 WEARING COURSE MIXTURE_ (6) TON PE 603 NON WEARING COURSE MIXTURE (B) - (PATCHING) TON )JUST 0.4i.110 BOX EACH OUST FRAME & RING CASTING EACH WHOLE INSERT RISER RINGS EACH INCRETE CORD & GUI 759 (ALL TYPES) LIN rF T DES?ROAN CURB RAMP • EACH VEMENT MESSAGE (LEFT ARROW) PAINT EACH - VEMENT MESSAGE (RIGHT-T960 666006) PAINT EACH SOLID LINE WHITE - PAINT 11N FT SOLID LINE WHAT - PAIM' 116 43 D0L)B, 5 SOLID LINE YELLOW - PA ?NT LIN FT Contract Current Pay Current Pay Est. Quantity to Unit Quantity Price Contract Extension Est. Quantity Extension Date Extension to Date 265 200 415 20 2E 25 6.935 865' 90 4 20.20 750 -00 9 12,500.00 __._....- - .. -_... _ --- ..0...0.0........0_._ �._.. (5 35.00 5 210.00 35.00 2 175.00 :11514ULE E: IPAVA AVENUE Surface Mill and Overlay - KEN WOOD TRAIL (0515 50) To 202ND STREET 5 -0G 1 $ 1.325.00 1.00: $ 200.50 i $ 50.00:: 100.00 F 5 1 -00 i$ 415.00 1 f3 10.00 :$ 200.00' 1 F. 5.00 125.00 i 5 5 .00 '', 1 125.00 15 12 ; .130.74 5 5.00 5 1,900.00 5 2.00 ° $ 374,00 s, ,0E ' S 300.00 I 0.35 $ 231.00 7 50.00 ' $ 7013.05 I 0.9' 7.00 10.00 ' $ 650.06 S 5.00 ! $ 525.00 5.00 ; $ 625.00 40,263.62 202,000.50 3,44745 750.00 1,000.95 2,673.00 5,181.00 S 75.00 5 150.00 S' 75.00 3 75.00 S 052:5 79.20 2.00 ! S 130.00 0,12 $ 28.80 ......._ .._.__._.. ....0...0..0..,.0,...,... __.,..,_. _._�..v. S 0.12 5 378.60 0 0 - 12 5 154.80 $ 0.26 5 455.06 F 2.03 T 350.00 S 1 r G 1 378.00 ir$ 157,774.47 11 ;1 3 I 1 21,567.85 i 9 5 40.03 i 5 34,600.00 4003 $ 3,600.00 300 -00 5 1,200.00 I 7 16500 $ 2,155.00 ! 750.011 266 19.0D 5,635.00 3 0 35.0015 35.201 1 S:. 78.00 5 75.00 2.880 E 0.12 ! 5 345,50 5C C 2.00 $ 100 00 2 5 0.26 - - -- 379.60 5 SUBTOTAL: }1 5 72.873.05 11'1. 'HEOLILE E'^ NORTH PARK TRAIL RECLAMATIOts MOVE PEDESTRIAN CURB RAMP EACH 3 .. 0 20.00 150.06 MOVE STORM SEWER (ALL TYPES) LIP; F- 80 ' S- 16.00 280.0(1) , MOVE ETTUMI01S TRAIL 5F 195 S 0.85 : $ 173.25 1 5 CLAIM 63101416005 'TRAL 53 YD 5.565 5 1.25 I $ 6,956.25 i BiITUMINiOUS WALK SO 77 50,517 1.13 ', $ 57,084.21 I 5 BITUMINOUS WALK 56/0" CL 5 AGGREGATE BASE 80 57 745 : 81 2.00 I $ 1,490.00 1 - DESFRIAN CURB RAMP EACH 4 5 750.00' 5 3,000.00 1 6 OF ESTABLISHMENT L., _ S 25,000,00 25,000.02 1 5 P0C SOR 35 LIN ^T 76 ` 5': 15.000: 5 _.26)).0O 1 PVC DRAIN TILE 016490 800 35 EACH _ 5 - - -- 200.03, 200.00 i ^ c 4:. 402 1; 1, .1 , 50.170.2 24542: , 33:163.40 1,41 5 544.21 1750.05 5 _ 0.00045 s6C -- 3.564,00 427 5 1,0 10 ,500,00 24 .0,01' 4 140,00 157,00 75.00 1.47.00 12= .0 241.00 11C S 22.00 5105 S 112.60 1720 S 151.42 944 S 222.04 71 0 142.00. 664 5 591.00 151 5 - 5 0.4-0 0 c E. 5 2J_ S 2 S 5 2.653 3 1415 E, 50.00 121.0" .3.02 103.931.11, 13 _,v10,Gi 114.02' 08 -00 700.06 I S 115,174.20 �1 ,260,00 202.00 I110,02 21,167.80 33,04 600.80 '01 -00 950.00 4,714.00 ',50 71.01 342.30 70,03 367.90 �! 5 85,94c.7111 a _5 c 2 5c,a 925 5 324.15 7779 5 1,723.75 60434 5 70.550.42 714 5 1 8.04 0 4,50 5 20 006.02 tem :2" RCP 03 V L16 F1 90 .2" RCP FES EAC`; % 7 ." SPAN RC PIPE -ARCH CULVERT CL III LIN FT 36 15" SPAN RC PIPE-ARCH APRON WYTH TRASH GUARD EACH _ :IP RAP CL IV To 46 EPAIR IRRIGATION SYSTEM EACH 2 SUBTOTAL: :CHEDULE G:- 155th STREET TRAIL RECLAMATION FROM IPAVA AVENUE TO HUDSON AVENUE =CLAIM BITUMINOUS TRAIL SQ 3D 1585 .5" BITUMINOUS W4 K 60 FT 24,440 ',ONNECY TO EXISTING STORM SEWER EACH " PVC SDP, 35 LIN FT 250 " PVC DRAIN TILE CLEA NOU T , 5OR 35 EACH URF ESTABLISHMENT LS _ EPAIR IRRIGATION SYSTEM EACH SUBTOTAL: CHEDULE A - CITY WIDE REPAIR - SUBTOTAL CHEDULE 6 - 170TH STREET SURFACE MILL. AND OVERLAY • SUBTOTAL: CHEDULE C- FLAGSTAFF AVE SURFACE MILL AND OVERLAY - SUBTOTAL: CHEDULE D - 175TH STREET SURFACE MILL AND CVSRI -AY - SUBTOTAL: CHEDULE 5 - IPAVA AVENUE SURFACE MILS AND OVERLAY - SUBTOTAL: CHEDULE F _ NORTH PARK TRAIL RECLAIMATION - SUBTOTAL: CHEDULE G -16574 37 s TRL RECLAMATION FROM IPAVA AVE TO HUDSON AVE SUBTOTAL: Contract Current Pay Current Pay Est. Quantity to Unit Quantity Price Contract Extension Est. quantity Extension Rate Extension to Date TOTAL:,. 40.00 - 3,5)10,00 540,00 $ 3,240,00 c. 343,00 12.525,00 0 ,a 7.205,00 54.415.00 $ 70.00 ' S 2,800.00 ....7 5,00 - ;: 150.00 S'. 133.32:.71 j 5 1.31 5 3.386.35 $ 1.08 a 20,395.20 250.00 5 250.00 18.00.5 2 ,700,001 200.00 S 400.50 $ 5,500 06 ; $ 5,500.00 5 300,00 ' S= 600.00 39.251.55 s 406,544,25 3 115.598.5e 107,13374 187.774,47 0 7? 833. 5 133,327 -7: 5 35.251.5` j 6 1.075,375,27 215.00 1.095.45 1> 1,346.41) II 235£ .1 5 112.98E:97 _,14056 e,500.DC 2,150.00 11$ 35.848.441 s' 445.740.30 115,235,3 1103.531.1 155,874.25 b5.947,7: 512.085.47 + 35,8416.6 10067,68.5.30 1