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Home My WebLink AboutItem 06.hJanuary 15, 2014 Item No. FINAL ACCEPTANCE AND FINAL. PAYMENT TO MINNES ®TA DIRT WORKS, INC. FOR 205" STREET/KENRICK AVENUE ROUNDABOUT January 21, 2014 City Council Meeting Proposed Action Staff recommends adoption of the following motion: Move to approve final acceptance and final payment to Minnesota Dirt Works, Inc. for the zo_S StreetJKenrick Avenue Roundabout, City Project ii-3.o. Passage of this motion will result in final payment to the contractor and acceptance of the project. Overview Minnesota Dirt Works, Inc. is requesting final acceptance and final payment in the amount of 4,326.zz...for City Project s -i`= 3.o:... The amount "was $401,502.75 with one change order in the amount of $29,564.39, resulting in a total contract amount of $43 --4• The final contract amount is $432,622.11. Primary Issues to Consider Was all work satisfactorily completed? All work was satisfactorily completed and the contractor has metthe administrative requirements forfinal payment. Supportiaby Information • Letter from Minnesota Dirt Works, Inc. dated December 17, 2013 • Pay Estimate No. 5 and f=inal :�:2.1 - �." Zach o nson, ity ngineer Financial Impact: $4,326.22 Budgeted: Yes Source: General Fund and MSA Related Documents (CIP, ERP, etc.): Notes: Additional funding provided by Wal -Mart and G.O. Improvement Bonds 2500 West Caunty Road 42, Suite 105 Burnsville, MN 55337 Ph: 952-955-8118 F:952- 955 -8119 December 17, 2013 City of Lakeville Mr. Zach Johnson, P.E. 20195 Holyoke Avenue Lakeville, MN 55044 Re: 205 St. & Kenrick Ave. RAB, City Project No. 11 -10 City of Lakeville, MN Dear Mr. `Johnson,.. May this letter serve as our request for final payment regarding the above referenced project. If you would like to discuss or if there are any questions please call me. Sincerely, Tom Berme) Project Manager Minnesota Dirt Works, Inc. • • .. PROJECT: Kenrick Avenue/205 Street Roundabout City Improvement Project 11-10 DATE: January 15, 2014 ESTIMATE NO. 5 & FINAL OWNER: City of Lakeville, Minnesota CONTRACTOR: Minnesota Dirt {Works, Inc. 2500 West County Road 42, Suite 105 Burnsville, MN 55337 SUMMA -RY ORIGINAL CONTRACT AMOUNT: CHANGE ORDER NO, 1 TOTAL CONTRACT AMOUNT REQUEST THIS ESTIMATE $401,502.75 $ 29, 564.39 $431,067.14 WORK COMPLETED TO DATE: $ 432,622.19 MATERIALS ON HAND: $ - SUBTOTAL: $ 432,622.11 LESS AMOUNT RETAINED: 0% $ - LESS PREVIOUS PAYMENTS: $ 428,295.89 AMOUNT DUE THIS PAYMENT: $ 4,326.22 REMARKS: 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. Dame of Contractor Minnesota Dirt Works, 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 January 15, 2014. i hereby recommend payment of this voucher. SIGNED r..t 'V1 ti ?� Roberta A. McDonald DATE: / 9 RECOMMENDED FOR PAYMENT BY THE CITY OF LAKEVILLE, MINNESOTA. SIGNED: C En �nAer PROJECT: KENRICK ,VENUE {20STH STREET ROUNDABOUT CITY PROJECT 11 -10 OWNER: CITY OF LAKEVILLE CONTRACTOR: MINNESOTA DIRT WORKS, INC. PAY ESTIMATE NQ 5 & FINAL - JANUARY 15, 2014 Item Emit Quantity Contract Price CantraCt Extension urren ay Est, Quantity Current Pay Est. Extension Quantity to Date Extension to Date MOSILIZA70N LUMP SUM 1 $18,000.00 I $ 18,000.00 ,8,000 38,000m �� CLEARING TREE 1 $330,00 £ 33fl.p0 f S ---� � 1 $ 330.00 GRUBBING TREE 1 ! 5165.(70 5 105.00 $ ..,- i j 1 s 1.65.00 PAVEMENT MARKING REMOVAL LIN TT 1450 10.50 $ 725.00 4577 ; 2,288.50 7620 5 3,810.00 REMOVE PIPE CULVERTS LIN F- 277 57.00 S 1,939.00 S 245 $ 1,715.00 REMOVE CURB AND GUTTER LIN FT 338 $1.50 5 SG7.00 5 364 $ 546.00 REMOVE CHAIN LINK FENCE LIN FT 139 $3.00 S 417. 00 S 100 S 300.60 REMOVE BITUMINOUS WALK SQ FT 4062 $0.15 1 609.30 1067 s 160.05 5235 S 635. € REMOVE CONCRETE WALK SQ FT 78D i 10.35 $ 273.001 744 $ 260.40 REMOVE BITUMINOUS PAVEMENT SQ YD 3851 $2.50 $ 9,627.50 $ 4 $ 1.1,060.00 !. REMOVE PIPE APRON EACH 6 !115.00 S 920.OD $ 8 5 920.00 REMOVE DRAINAGE STRUCTURE EACH ? 1 5350.00 1 350.00 5 1 $ 3511.00 REMOVE SIGN TYPE C EACH i 18 $20.00 $ I 360.00 I SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN F 312 52 -50 $ 780.00 $ 309 1 772.50 SALVAGE GUARD RAIL LIN FT 75 $8 QO $ 600.00 1 699.00 SALVAGE PRECAST GONCRET.E BOX- CULVERT ENI ) SEC 04- ......EACH,€ . § 3ALVAGE TANGENT TERMINAL EACH 5125.00 S 125.00 $ I $ 125.09 -OMMON EXCAVATION CU YD 4200 sf0.p0 $ 42,000.00 $ 4200 $ 42,000.00 SELECT GRANULAR BORROW MOD (CV) CU YO 3.51 $8.70 $ 27,413.70 ?46 S 2,140.20 3133 $. 27,257.10 TOPSOIL BORROW (CV) Cu YD 25 525.00 $ 625.001 5 - 282 S 7,050.00 STREET SWEEPER (WITH PICKUP BROOM) HOUR 40 $155.00 $ 4,600.00 5.75 $ 661.25 5.75 $ 661.25 0.GGREGATE BASE (CV) CLASS 5 CU YD 1111 $3735 41,940.25 $ 1.111 $ 41,940.25 MILL BITUMINOUS SURFACE (1.5 "} SQ YD 960 5;.52 $ 3,37920 fi 1111 s 3,910.72 MILL BITUMINOUS PAVEMENT (SPECIAL) :ONCRETE PAVEMENT 7" SQ YD 35 $15.02 5 525.70 $ 24 s 360,48 j SQ YD 453 539,50 $ (7,893 -50� 5 453 s 17,893.50 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) TON 75 $110.90 S 6,317.50' g 70.56 $ 7,81-5.10 TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) TON 461 570.20 s 33,766.20 $ - 540,2 5 37,922.04 TYPE SP 125 NON WEAR COURSE MIXTURE (2,, TON 756 $69.00 $ 52,164.00 1fi.69 $ 1,151.61 759.77 $ 52,424.13 € 7X6 PRECAST CONCRETE BOX CULVERT LIN FT 12 $575.00 $ 6,900.001.. s $ I8" RC PIPE APRON EACH 3 5565.00 s 1,695.00€ 5 3 S 1,695.00 >4" RC PIPE APRON EACH 2 $1,400.00 $ 2,800.00 5 2 5 2,800.00 'NSTALL PRECAST CONCRETE BOX CULVERT ENO SECTION EACH 1 $425.60 5 425.00 $ $ - RASH, GUARD FOR 18" PIPE APRON EACH 3 5275.00 $ 825.003 S 3 $ 825.00 3 - RASH GUARD FOR 24" PIPE APRON EACH 2 $600.00 S 1,200.00 ; 2 5 1,200.00 4" PERF TP PIPE DRAIN LIN FT 500 113.00 $ 6,500.00 $ 322 1 4,186.00 B" RC PIPE SEWER LIN FT 210 ! $32.00 ! 5 6,720.00 $ 197 $ 0,304,00 j 1 4" RC PIPE SEWER LIN FT 144 $40.00 $ 5,760.00 $ 135 5 5,400,00 E RRIGATION SYSTEM LUMP SUM ] E $3,OD0.00 $ 3,000.00 0.2 $ 600.90 € 1 $ 3,000.00 ! IDJUST HYDRANT EACH 1 1 $300.00 $ 800.00 S _ 5 0JUST VALVE BOX EACH 2 $200.00 $ 400.€)0 $ 200,00 r 5 $ 1,000. 10 oNSTRUCT DRAINAGE MUCTURE DESIGN SPECIAL EACH 1 11,200.00 $ x,200.00 5 _ � $ 1,200.00 '.6N57ROCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH 4 $1,400.00 $ 5,609,00 $ - 4 S 5,600.00 [ TASTING ASSEMBLY EACH 5 $650.00 5 3,250.00 $ 5 $ 3,250.00 ,DJUST FRAME & RING CASTING EACH 2 $200.00 $ 40100 $ 2 '..ANDOM RIPRAP CLASS !If CU YD 12 I $122.00 5 1,344.00 $ 12 5 1,344 -00 " CONCRETE WALK SQ FT 3861 $2.85 5 11,003.85 $ - 3501 s 9,977,85 .5" BITUMINOUS WALK SQ F7 'I $1.28 $ 5,606.40 287 $ 367.36 5035 : 6,444,80 AWING CONCRETE WALK LIN FT 36 3 52.50 $ 90.00 $ - $ - ONCRETE CURB & GUTTER DESIGN 6418 LIN FT 38 $16.00 1 608,00 S 58 $ 928.00 � Item Contract I Contract Est. Current Pay Quantity to Extension to Unit Quantity Price i Extension Quantity Est. Extension Date Date CONCRETE CURB & GUTTER DESIGN 8618 LIN FT I 2097 $9.00 $ 18,873.00 $ 2124 $ 19,116.00 CONCRETE CURB & GUTTER DESIGN 5518 LIN F E 327 $15.00 g 4,905.00 5 � -330 5 4,950.00 PEDESTRIAN CURB RAMP EACH B $750.00 $ 6,000,00 $ 8 5 6,000.00 1NSTALL TANGENT TERMINAL EACH I 1 $175.00 $ 175.06 $ 1 5 175.00 INSTALL GUARDRAIL LIN FT 75 $10.00 $ 750.00 $ 75 S 750.00 WIRE FENCE DESIGN 60V -9322 LIN FT 108 $19.40 $ 2,052.00 $ 108 5 2,05200 TRAFFIC CONTROL SUPERVISOR 5UM1 1 51.00 1 i $ 180.00 5 180.00 5 180.00 1 $ $ 1 $ 1.00 TRAFFIC coNTROL LUM sum 1 $6,94e.4a 6,900.40 I $ - � 1 5 6,900.00 SIGN PANEL TYPE C SQ FT 152 $27.50 $ 4,180.00 $ 152 5 4,180.00 SIGN PANEL ;YPE 0 EACH 4 565.01 5 264.00_ $ 4 5 2b0.00 CONIFEROUS TREE 6' HT B &B TREE 3 $203.00 $ 609.001 3 $ 609.00 3 S 609.00 DECIDUOUS TREE 8' HT B &B TREE 3 .5295.00 5 885.00 3 5 885.00 ! 3 $ 885.00 DECIDUOUS SHRUB NO 2 CONT SHRUB 9 $17.75 $ 159.75 9 $ 159.75 i 9 $ 159.75 PERENNIAL NO 1 CONT PLANT 163 $8.10 $ 1,482,30 183 5 1,482.30 ?83 SILT FENCE, TYPE MACHINE SLICED LIN FT 650 � $2.10 5 1,365.00 5 - 536 S 1,125.60 STORM DRAIN INLET PROTECTION EACH _ $110.00 I $ 550.00 S EROSION CONTROL SUPERVISOR LUMP 1 56,000.00 5 6,000.00 $ 29,564.39 SUM 29,564.39 $ 29,564.39 1 $ 6,000.00 6,000.M CULVERT PROTECTION EACH 3 $110.00 SEEDING ACRE 0.44 $1,000.00 $ 440.00 0.35 5 350.00 L 0.75 1. 790.00 SEED MS:iURE 250 POUND 20 $6.00 5 156.00 29.3 5 175.80 55.3 $ 331.80 SODDING TYPE SALT RESISTANT SQ YD 1404 � $4,00 � $ 5,616,00 $ i 1556 $ 0,224.00 DISK ANCHORING ACRE 0.44 5500.00 $ 220.00 035 S 175.00 0.79 s 395.00 FERTILIZER TYPE 1 POUND 600 $0.55 $ 330.00 600 5 334,00 COMPOST, GRADE 2 CU YD 50 $40.79 $ 2,039.50 50 S. 2,039.50 50 S 2,039. 50 PAVEMENT MESSAGE (LTARROW) -PAIN` EACH 1 $50.00 $ 50.00 2 $ wmo 2 5 I00.00 PAVEMENT MESSAGE(YIELID)-PAINT EACH 4 $150.00 5 500.001 4 $ 600.00 4 $ 600.00 4" SOLID LINE WHITE -PAINT LIN FT 829 $030 $ 245.70 1566 5 475.89 1586 S 475,80 12" DOTTED LINE WHITE -PAINT LIN FT 14C $1.00 5 140.00 74 $ 74.00 74 $ 74,00 4" SOLID LINE YELLOW -PAINT LIN FT 47 I $0.30 $ 14.10 747 5 22.4.14 747 $ 224.10 24" SOLID LINE YELLOW -PAINT LIN FT 190 $1.50 $ 285.00 170 $ 255.00 170 5 255.00 4" DOUBLE SOLID LINE YELLOW -PAINT L1N F 1161 $0.30 S 34830 1 .864 $ 559.20 F 3399 S. 1,019.70 CROSSWALK MARKING -FAINT SQ FT 360 i $0.80 5 288.04 216 $ 172.80 216 $ 172.80 SUBTOTAL; $ 401,502,75 5 16,218.22 $ 403,057.7 j CHANGE ORDER N0. I SOIL CORRECTION TON 78.21 E $ 24.25 1 5 3 441.59 18,21 5 441.59 18.21 $ 441.59 3 SAW OFF STORM STRUCTURE EA 1 $ 750.00 $ 750.00 1 5 750.00 1 $ 750.00 SEOTEXTILE FABRIC BY 50 5 1.00 j 5 80.00 ! 50 $ 80.00 50 5 80.00 INSULATION FOR WATERMAIN SF 384 $ 1.70 5 652.80 384 $ 652.80 384 $ 652.80 € 3ERSEY BARRIERS 1S 1 i $ 180.00 5 180.00 5 180.00 1 $ 180.00 ADJUST TWO SANITARY SEWER MANHOLE LS 1 5 2,500.00 5 2,500.00 1 5 2,500.00 2,500.00 SATOR WRAP LS 1 15 250.00 5 250.00 1 5 250.00 i $ 250.00 fRRIGATION REPAIR AT PORTERHOUSE LS 1 5 2,310.00 $ 2,310.00 1 S 2,310.00 5 2,310.00 BOX CULVERT LS 1 5 22,400.00 5 22,400,00 1 $ 22,400.0 1 $ 22,400.00 SUBTOTAL: $ 29,564.39 5 29,554.39I 29,564.3y CONTRACT: 5 401,502,75 5 16,218.22 5 403,057.72 CHANGE ORDER NO. 1: $ 29,564.39 S 29,564.39 $ 29,564.39 .-.._-........- - TOTAL: I � 5 4`31,067,14 45,782.62 432,622.1