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CR 2013-115 Accept 2012 Street and Utility Improvements City Project 2011-10City of Kopkim November 4, 2013 Council Report 2013-115 Accept 2012 Street and Utility Improvements City Project 2011-10 Proposed Action Staff recommends approval of the following motion: adopt Resolution 2013-068, accepting improvements and authorizing final payment, 2012 Street and Utility Improvements, City Project 2011-10. Overview The contractor has completed all work detailed in the contract as well as any punch list items to the City's satisfaction. This action completes an assessable street project. Staff recommends approval of Resolution 2013-068 accepting the improvements and authorizing the final payment in the amount of $30,175.00. Supporting Documents • Final pay request • Resolution 2013-068 o R. Bradford, P.E. ty Engineer Financial Impact: $30,175.00 Budgeted Y/N Y Source: PIR, Utility Funds, Assessments Related Documents (CIP, ERP, etc.): CIP, Feasibility Study Notes: \\Lisa\Engineering\Council Reports\2013\CR2013-115 Accept Improvements 2012 Street Improvements.doc CONTRACTOR'S FINAL PAY REQUEST DISTRIBUTION: 2012 STREET & UTILITY IMPROVEMENTS CONTRACTOR (1) CITY PROJECT NO. 501-49400-616-110 OWNER (1) CITY OF HOPKINS, MN ENGINEER (1) BMI PROJECT NO. T16.103961 BONDING CO. (1) TOTAL AMOUNT BID PLUS APPROVED CHANGE ORDERS $1,989,513.92 TOTAL, COMPLETED WORK TO DATE $1,798,019.45 RETAINED PERCENTAGE( 0.000%) $0.00 TOTAL AMOUNT OF OTHER PAYMENTS OR (DEDUCTIONS) $0.00 NET AMOUNT DUE TO CONTRACTOR TO DATE $1,798,019.45 TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES $1,767,844.45 PAY CONTRACTOR AS ESTIMATE NO. 7 $30,175.00 Certificate for Final Payment I hereby certify that, to the best of my knowledge and belief, all items quantities and prices of work and material shown on this Estimate are correct and that all work has been performed in full accordance with the terms and conditions of the Contract for this project between the Owner and the undersigned Contractor, and as amended by any authorized changes, and that the foregoing is a true and correct statement of the amount for the Final Estimate, that the provisions of M. S. 290.92 have been complied with and that all claims against me by reason of the Contract have been paid or satisfactorily secured. Contractor: S.M. HENTGES & SONS INC. 650 QUAKER AVENUE JORDAN M 55352 By Name Title Date Approved Contractor's Surety CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT: ENGINEER: BOLPN & MENK, INC., ENGINEERS, 12224 NICOLLET AVE., BURNSVILLE, MN 55337. BY AhkA PROJECT ENGINEER Date 9 A c' Z(3 APPROVED FOR PAYMENT: OWNER:. CITY OF HOKINS, MI\I, 1010 1ST STREET SO., HOPKINS, MN 55343. 4 By_ 01�d q 1111-5 Title Date And Name Title Date Pay Estimate No.: 7 & FINAL 2012 STREET A UTILITY IMPROVEMENTS CITY PROJECT NO. S0149400-619-110 CITY OF HOPIONS, MN SRI PROJECT NO. TI6.103961 WORK COMPLETED TRAM 11. PREVIOMSE , IMATER.. 11=1101 IS i V 1111 �w- MMOR AMD !!III AM"UNTIld, B411 PAMOUHTl:I 2 MOBILIZATION CLEARING $72.895.00 MP 1 LUMP SU" Su" $72. LUMP $65.605.501 1.00 LUMP SUM $72,895.6-0 REMOVE BITUMINOUS PAVEMENT (TRAILS/DRIVEWAYS -j S1,062.00 21) EACH �A:: $14.868.001 14 EACH $14.866.00 4 REMOVE CONCRETE PAVEMENT (WALVJDRIVEWAYNALLEYGUTTEFI) $5.00 356 so Y" Slt780.001 606 so YD S' '530 0' $2,530.00 506 '06 So YD so YD $2.E050-0 6 REMOVE CONCRETE PAVEMENT (ALLE)l $400 2871 OYD $11. GDI 2.878 SO YD $fI SIZOD 2.878 SO YO 311,312.00 6 REMOVE CURB a GUT -TER $6.0 424 '24 WF .0 Y. SO YO $2,544.001 403 SO YD $2.4f&00 403 '03 So YD SO YD $2.418.00 7 REMOVE STORM SEWER P WE $ P75 $ 9001 UN Fl UN Fr L '17� 9,033 UN Fr $24640.75 9.033 9 .3:, LIN FT LIN - $24.840.751 B REMOVE SANITARY SEWER PIPE $4.30 IODS LIN F, U FT .21 4!1.1 S.1 11059 LIN FT $4,553.70 1,059 .II'S . O'S LIN - LIN FT $4.553.7D R WATER.A. E $3.65 375 LIN FT 251 5 LIN FT 0 $1.402-25 395 %S3.834.0D27 UN Fr $1.02.25 10 REMOVE STORM STRUCTURE $4.60 2S2 LIN Fr $1 ,159.20 L-INF1 .11,�29.41. 289 LIN FT $1.329.40 11 REMOVE MOVE SANITARY MANHOLE -$142-OD 27 EACH $3.834.001 27 EACH EACH $3.834.001 REMOVE VALVE MANHOLE $608.001 7 �A C. $4.n6.001 8 EACH $486400 a EACH 13 REMOVE CASTING S48P 001 1 EACH $48Z001 EACH BB I EACH $48Z001 14 REMOVE GATE VALVE (MAINLINE) $45.001 14 EACH 14 EACH 513 I 14 EACH EACH $v66W.00 15 REMOVEHYO S325.00 16 EACH ��$6300 CDO 0 5.20 )� 15 $4.875.001 15 EACH $4.875.001 10 REMOVE CONCRETE i�� MITER $BSS.00 11 - EACH $7.20S.001 12 . _ EACH $§ 0-.001 - 1,0 EACH $6.550.001 17 REMOVE STEP (CONCRETE. WOOD. StA10.00 _ 2 EACH $280.001 -S640.001 2 EACH j.9 286.00 EACH MS4.884.00 $28000 iB SALVAGE A REINSTALL HANDRAIL $55. 8 EACH 7 EACH s5som 7 EACH $560.00 9 SAWING CONCRETE PAVE PAVEMENT FULL -DEP $16. 10 UN Fr S1130-001 LIN FT -UN-F-T --il-,3_7ZOO UN Fr zo SAWING BITUMINOUS PAVEMENT FULL -DEPTH $3.90 1001 LIN Fr 53,903.90 352 352 LIN Fr $1.372-801 Ll COMMON EXCAVATION $3.0D 2176 LIN a - 0 1,988 LIN FT $5.964.DD 1.988 LIN Fr $5.964.00 - SUBGRADE EXCAVATION 39.00 I.... CU YD $148. 9NOD 16.491 CU Yo $140.419.0 16.491 CU YD $148.419.001 MITIGATE I ABATE CONTAMINATED SOILS $12.00 $34.00 1094 CU YD $22.728.001 $2,676.00 223 CUYD $2.676.0023 1 24 SELrCTG K5'a-RBORROW 1400 CU YD 47"D-001 J-75',iiF66 CUYD CU YD 1 Zb GRANULAR TRENCH BACKFILL EE*$ St6.5D 10828 CUYD A. CUYD $138.600. 8.450 CUYO $139.425.001 Zb PREMIUM I $19.00 325 CU YD $6.175.001 135 CUYD $2.572.60 135 CUYD $2572.601 27 EXPLORATORY EXCAVATION S" CUYD - - $41.789.01 16 9 CUYD $4.901.00 - 175 CUYD 107 ' 28 CLASS 5 AGGREGATE BAS $Nq- .. - 1. .4,75:0EojD 12 -HOUR $6.32500 - 12 HOUR 25 .2 S!T N 29 MILL BITUMINOUS u INIJUS 51JFIM� THI 001 5672 CU Yo $S5.08 .001 10 CUYD $78,00. 5,200 CUYD $78.000.001 30 RECLAIM BITUMINOUS 9111417.r.� 20224 SO YD iF5,5CD1.0-0 2011?l so Yo $25,377.50 20.302 SO YD $25.377.501 31 BITUMINOUS WEARING COURSE (SPWEA240C) $1.25 832 SO YO $1,040.001 657 SOYD $1.071.25 857 BOYD $1, 0 32 BITUMiNOU5NUN-WEARIb!GqOUR2 SPNWB230B) $77.35 1860 TON - $143.871.DDI 1.753 TON $135,575.99 0S3 TON 112 � 75.99 33 BITUMINOUS MATERIAL F OR TACK C�� T $6415 2673 TON $173.076.751 2.650 TON $171.599.16. 2,650 TON $1721:1 34 WBITUMINOUS DRIVEWAY $245 -$2570 1260 GAL 53.087.00I 1.045 GAL MSSD.25 1,045 GAL $2.660.251 as 3* BITUMINOUS WEARING -5I965 450 SO YD $11565)0 C_ 398 SO YO 21 W $100 8d 424 SO YD 510,896.80 35 STREET PAL 11 so Yo $r 16.15 bu YO SO YD 37 11 R- PIPE SEWER CTV (STORM) $56.05 41 SO YD $2.298.051 3 SO YO $1611.15 3 SO YD 3168.15 35 Is . RC PIPE SM DESIGN3006 Q_ STORM $29.50 925 LIN FT $27.287. 852 LIN Fr $25.134. e52 UN Fr VS.134.001 39 �IIZCELK C PIP, S 24' R ,SG 3006 Sm.15 73 LIN FT 52.492. 128 LIN FT $071.20 128 LIN FT 54.371.20 40 ISTORM ) CONSTRUCT DRAINAGE STRUCTURE (48* DIA) 544,60 'g 355 LIN Fr $15,833. 381 LIN Fr --57-.992DD SIS.992-SD 381 UN FT 516 992.60 Alt (4022) CONSTRUCT DRAINAGE STRUCTURE (48' DIA) (41120) Sf.332MOI 4 EACH $5,328.00 6 EACH 6 EACH 42 CONSTRUCT DRAINAGE STRUCTURE (54- CIA) t40201 51.33ZDDI 4 _I EACH $5.328.00 4 EACH $5.328.00 4 EACH $5,328.00 43 CONSTRUCT DRAINAGE STRUCTURE (60' DIA) $1.497.001 $1.59.001 EACH $1.497.OD 2 EACH S2.994.01] 2 EACH S? -994.00 T4- CONSTRUCT DRAINAGE STRUCTURE 66 -DIA $1.993.00 4 I EACH $6.252-00 3 EACH $4.689. 3 EACH 54.689.00 45 CONSTRUCT DRAINAGE STRUCTURE(7� DLA EACH $1.993.00 1 EACH SL993000 I EACH $1.993.00 46 CONSTRUCTDRAINAGE STRUCTURE 31)97.00 1 EACH $1.497o00 2 EACH $2,994,00 2 EACH $2.994= 41 (a I DRAINAGE STRUCTURE (DESIGN G) lffil $2.3'23.001 2 EACH 54,646.00 f EACH 54,646. 2 EACH 54.646.00 iB �K5UU RAINAGE STRUCTURE (2'X3' S -L I EACH $2,653. EACH $2.653. 1 EACH $2.65100 42 ) CASTING -LT• 51UHM SEWER (R-1733)5784.00 29 EACH $33oMoOD 25 EACH $30.342.00 28 EACH S30.342.00 5 JCASTLNG ASSEMBLY•SIUHM .3DST-V) 20 EACH $15,680.00 20 EACH �M.wuhuu 20 EACH $15.6810D ICASTING ASSEMBLY -STORM -3463-B) SEWER Eg Ll EACH C 72100 37 EACH 519,721.00 f EACH $796.00 $ 766*00 Pay Estimate No.: 7 & FINAL 2012STREET A UTILITY IMPROVEMENTS CITY PROJECT NO. 501-4940MI 1;.110 CITY OF HOPKINS, MN SMI PROJECT NO. T16.103961 WORK COMPLETED TURnI IM. 11.1v 11 -2 A '73M I jjj�!!� ! S IN oile"i'lild, - i 11q.Ej I MUANTTTY-gg 311101 L 111 N, �j .1 1 Ili 52 ADJUST CASTING - STORM SEWER T.'L WLAMUUKW� 11 53 CONNECT TO EXISTING STORM SEWER PIPE - -- 5331.00 1 2 N Afl $ 1 9 EACH S2r979.001 9 EACH 5-297970 54 CONNECT TO EXISTING STORM STRUCTURE F. 6. H $7 ODO.00 2 D EACH 11.01001 20 EACH $7.000.00 55 f0• PVC SDR 3S SANITARY SEWER PIPE M.00 4 EACH $2.640.GD �� 5 EACH 23,300.00 5 EACH S3.3DO.D0 56 Fp_ V. SO R SANITARY SEWER PIPE $42.00 42.00 335 LIN 4070.00 333 LIN Fr $13.986.001 333 LIN Fr $t3.986.FD 51 a' PVC SDR 35 SANITARY SEWER PIPE SPOT REPAIR $65.00 $121.00 64 LIN Fr $4,160,00 66 LIN Fr $4.290.001 66 -11 LIN FT $4.290.00 53 6' PVC SDR 26 SANITARY SEWER SERVICE PIPE 20 LIN Fr 52420.00 17 LIN FT $2.057.001 LIN FT $2051.001 59 10'x 6' SDR 26 PVC SERVICE �WYE 535.00 90 LIN Fr $3.150.00 225 LIN Fr L7.ST75-00001 ?K5 LIN FF $7.875.01 60 - CURE IN -PLACE (CI P) EXISTING 6"SANITARY SEWER LINE $47ZO01 S210.001 3 3 EACH EACH St.416.00 1 5 EACH $2. 60 5 EACH 52,360.00 fit INSTALL MANHOLE (SAN] 38 LIN Fr S7.980.001 36 LIN Fr $7.56D.001 36 LIN Fr $7.560.001 62 CONNECT TO EXISTING MY SEWER PIPE $3,95D.001 8 EACH $31.600.01 EACH $35.550.001 9 EACH 535.550.DDI 63 CASTING ASSEMBLY • SANLTAE�ZWER j§25D,.L01 9 EACH $12.240.001 21 ---F EACH $14.280.001 21 EACH I IM" S� 64 ADJUST ST :R CASTING -SANITARY r $62 00 4 EACH 0. 0 QD 6 EACH $9.920.001 16 EACH ; 65 CONNECT TO EXISTING WATERMAIN S329.00 3_ EACH $687 98 '00 3 EACH $987.001 a EACH $987.001 65 DUCTILE IRON FITTINGS SL313oDD 22 EACH $28886.00 21 EA6H 9T:5::73 �0021 EACH $27.573.001 57 HYDRANT $6.50 1200 POUND $7.000.00 1.44D POUND _ $9,360.001 1.440 POUND $9,360.001 Go GATE VALVE A BOX (6-) S3.0344D I I EACH S33.374.00 10 EACH '0-34iO�.02 10 EACH 510,340.00 69 REMOVE a REPLACE GATE VALVE BOX $1,222.00 U FACH $39.104.00 29 EACH iiF4 29 EACH $35.438.001 70 6- DIP .. ERMAIN $425.00 2 EACH $850-L 01 EACH SM.001 2 EACH 1850.00 11 1' TYPE K COPPER SERVICE$26M -4d.nn . LIN FT Z956.00 280R -i LIN Fr SIZ320.00 280 LIN Fr SIZ320..00 72 11 CURB STOP & BOX 1935 LIN FT $51.277.501 1.877 LIN FT $49,740.50 I-877 LIN Fr $49.740.50 73 ('CORPORATION $20 52 EACH $10.504.00 57 EACH 57 EACH $11.514.DD 74 CONNECTTOEXISTING WATER SERVICE $352. 6 EACH $2.172.00 12 EACH 54 1,2 EACH $1.344.. _ 73 4' POLYSTYRENE INSULATION $10D.00 52 EACH S5.2oaxo 57 EACH '!337101.201 F . .5 , EACH 35,700_00 76 TEMPORARY WATER SERVICE 53.00 250 SO Fr 5750.00 4 -8 SO FT 5144.D01 48 SO Fr Sf44.00 77 MODULAR BLOCK RETAINING WALL $2.210.00 1 EACH $2.210.0 EACH -SOFT EACH 78 4"CONCRE7EWALK 414 SOFT $9.130.01) 156 _D 00 190 SOFT .1 80 $4.180.00 79 CONCRETESTEP $3.1a 17973 SOFT 355.716.30 19.9% SOFT $61,553.60 19.1165 SOFT $6101.50 I ..So ..5a I - TE CURB A GUTTER. 9618 521200 9EACH - $1.908.00 ID EACH $2.120.00 10 EACH 52,120.00 - eT W UUNFRg 8��,EY PAVEMENT- LEMENT $9.8 8540 GNff $84.119.00 6.915 LIN FT 587,81275 8.915 LIN FT 587.81275 82 8-CONCRETEALLEY g $45.50 - 750 SO YD $34.125.001 741 SOYD SM.7151D 74t so YO SM.715.60 83 Z 7' 6-NERETE CROSS -GUTTER $57w30 400 BOYD $22,92D.001 400 SOYD $22.920.92 400 SOYD 04 S'CONCRETE DRIVEWAY $71.25 52 so YO $3.705.001 54 SOYD 134847*50 54 SOYD $3.847.50 85 a. COMMERICAL DRIVEWAY $43480 109D SO YD $47.742.001 790 SOTO 534.602.00 790 SO YD $34,60ZOD B6 TRAFFIC CONTROL 562.00 §11 So S5.20.001 223 SOYD $13.826.00 223 SO YO St3.826.00 87 4' BROKEN LINE - YELLOW EPDXY LUMP $6,115.001 0.90 LUMP SUM $5.683,501 1.00 LUMP SUM 116.315.00 fl=920.00 4* SOLID LINE - YELLOW EPDXY $? 151 177 UN FT $"0. '1 338--dN FT 5726.70 523 UN FT $1,124.45 N C DOUBLE SOLID LINE -YELLOW EPDXY 5215 115 LIN FT iF4FIS 91 LIN FT $195.651 LIN Fr sigs.6s 90 124- SOLID LINE - WHITE EPDXY STOP BAR 311 LIN Fr $1.337.301 273 LIN FT fl 273 LIN FT $" I . St.173.90 ul PAINTED CURB IYELLOW-NO PARKING) $12-901 70 LIN FT 59 48 LINN FHT $619-20 112- LIN FT S, S1.444.60 92 PAVEMENT MESSAGE (ARROW ITE EPDXY $6.45 $538.00 115 4 UN FT 703jo7ol 1. 5 FT LINFT 93 ZEBRA CROSSWALK BLOCK- WHITE EPDXY - W.25 EACH $2,152.0D q 4 EACH $2.1S2.00 4 EACH 1215200 94 CROSSWALK SPECIAL (STAMPED BITUMINOUS� 57 EACH $3,035. 25 26 EACH $1 8450 56 EACH -1- 95 TALVAGE & REINSTALLTRAFFICSIGNS $20*75 1720 SOFT M.69D.001 1.935 SOFT $40.151.25 1.935 SOFT :1'.ii 96 TRUNCATED DOMES $1.035. 1 LUMPS 'Si.035.001 LOO LUMP SUM � S1,035.0 1 $1.035.001 97 VILE PROTECTION T $42.00 615 SOFT 001 540 SOFT $mago.00 640 SOFT $26.880.001 PRIVATE D -S - "ATE E ALLOWANCE $88.00 70 EACH William 40 EACH S3.520JX) 40 EACH 53,520.0098 1 99 DECIDUOUS TREE - B&B (SU LE SUGARMAP $25.000.00 1 L9?JP SUM $25,000.00 0.443395 LUMP SUM 511,084.88 0 7IQ7M LUMP jup Q1 im t -A-1 HITE OAK) 22 �651 6 ACH EA100 CH NS2-51ft? $1.290.00 7 EACH $1,505. 8 EACH $1.720.001 !Of : !D PARKWAY NORWAY MAPLE) Raw= 4 EACH $1. 060-00 3 EACH $795*00 3 EACH $795.00 I DECIDUOUS TREE - B&B (RED OAK) 1 $215.001 5265.00 3 EACH s 4 EACH $860.00 4 EACH I &a 00 - 'o' 103 DECIDUOUS TREE -B&B [GR sa S1.060.00 I EACH $265.00 1 EACH 1 $265. 4 EACH IXI EACH EACH I Pay Estimate No.: 7 & FINAL 2012 STREET 3 UTILITY IMPROVEMENTS CITY PROJECT NO.501-04100616110 CITY OF HOPKINS, MN SMI PROJECT NO. T15.103961 Pay Estimate No.: 7 & FINAL 2012 STREET & UTILITY IMPROVEMENTS CITY PROJECT NO.501-49400-S16-110 CITY OF HOPKINS, MN BMI PROJECT NO. TIGA 03961 WORK COMPLFTFn �Rn,Ii3 117 S IIL'IlicompLETED--'rMDATriltt!J!liI NO -1011 91111111 E119 MIT 11 Ell a - 11 �11111 111111. 1 t"�,.,.1.111PREIV7. EST IDUS 1 .... EIA. UNTIP' PRIVATE LANDSCAPE ALLOWANCE BREAKDOWN (ITEM NO. 98) I PRIVATE UTILITY ILIFY LOCATE -DOWNTOWN ALLEY 5-61079 I LUMP SUM S610.79 1.00 LUMP $00.79 2 5AFFTY FENCE - ------- -- 3 IRRIGATION REPAIR CHAPEL VIEW - IN=IIOICE .D.SSI = 55,00 345 LIN FT $1.725.00 345 LIN $1,725. 140 LUMP SUM 345 LIN FT $610.79 $1,725.00 1 _ 4 IRRIGATION REPALM-a,-L VIEW- INVOICE 00008558 $247.85 1 LUMP sum $247.85 .00 LUMP $247.85 LOD LUMP SUM $247.85 5 STUMP UtilN2,1�G $177565 1 LUMP SUM $1.775.65 1 00 LU M $1,775.9 1.00 LUMP sum $1,775.65 BUR.- . b WMILLS ROAD $239.33 1 LUMP sum $239.33 1 . DO LU $239.33 1.00 LUMPSUM 5239.33 7 SAFETY FENCE- AUGUST S50.00 I LUMP SUM 550.00 1.00 LUMP SUM $50.00 1.00 LUMP SUM 550.00 IRRIGATION CHAPEL VIEW -INVOICE 00008SSo $5.00 597 LIN FT $2.9115.00 597 UN 52,965.00 597 LIN FT 52,985.00 -1.1REMOVAL. FtU5jUH BOULEVARD $247M 1 U.Imp sum ------ . - -.00 MP SUM $247.85 1.00 LUMP SUM 5247.85 10 :CO - 016 - Ktt;L)NSTHUGT SANITARY SEWER INVERTS $17130 1 LUMP SUM $175.30 1.00 LUMP SU $175.30 1.00 LUMP SUM 3176.30 I I IRRIGATION INVOICES 346 11TH AVE 9/6'12 9127/12 $2.D47.34 I LUMP $2047.34 1.00 LUMP SUM m $2.047.34 .00 LUMPS N11 U $2.047.34 12 GO u 1� - NU �AKKING SIGN $268.04 1 LUMP $268.04 .00 LUMP SUM S268.0 1.00 LUMP sum 13•018R-STMMHGRO �170.89 I LUMP sum $170.89 1.00 LUMP SUM 170.8 1.00 LUMP SUM I .$268.04 $170.89 14 Co- 14-SWAPSIGN 1 L $544.04 $544.04 I.00 LUMP SUM $544-04 1-00 LUMP § 544.04 is LOWER HYDRANT 0,9 $5.457.38 I LUMP SUM $5.457.35 M T-. EuZ SL�Zmi .5.457.38 is PAIR AT EXCELSIOR BLVD $88200 LUMP SUM $58zoo ;W2.00 17 PAVER REPLACEMENT AT 402 10TH AVE - $11100 1 LUMP S $83.00 LUMP SUM 11q LUhIP SUM $63.00 1 !!,,EXTENDSIGNS L-- $189.00 1 LUMP SUN $189.00 Lu- buh too LUMP Sul, $189.. 0 . , 1: W a SOL CURB S32S.24 I LUMP SUN $325. LUMPSU IM LUMP SUN - SM32S.24 I LUMP SUN 5325.2 1.00 LUMP SUP 5470.29 TOTAL PRIVATE LANDWANCE 511,087.08 $18,493.99 SUPPLEMENTAL AGREEMENT N0.1 8" GATE VALVE & BOX ,'DIP WATER -IN 51,641.35 I -EACH 51,841.35 1 EACH - $1.641.35 3 18- HYDRANT EXTENSION $48.00 9 LIN FT 44320 - 9 UN T- $432.00 9 LINFT $432.00 $6.50 200 POUND si.:3:00:010 2DO.00 POUND_ $1.30000 200.00 POUND $1,300.00 TOTAL SUPPLEMENTAL AGREEMENT NO. I I --T3,373.35- $3.373.351 - 53,373.35 SUPPLEMENTAL AGREEMENT NO. 2 I :STORM MODIFICATIONS-SANITARYSERVICE CONFLICT i $1.617.041 I LUMP SUM $1.617 1.00 LUMP SUN $1.617.04 TOTAL SUPPLEMENTAL AGREEMENT NO. 2 $IX $1,617.G41 $1.617.04 SUPPLEMENTAL AGREEMENT NG 3# 1 IISRELOCATION�.A3 1 Lump suid $1,926.13 1.00 LUMP SUM $1.926.131 --- 1.00 LUMP SUM 51.926.13 TOTAL SUPPLEMENTAL AGREEMENT NO. 3 $1,926.13 $1.926.131 $1,026.13 Pay Estimate No.: 7 & FINAL 2012STREET & UTILITY IMPROVEMENTS CITY PROJECT NO. 501-4900-616.110 CITY OF HOPKjNS, MN SMI PROJECT NO. T16.103961 WOFIKCOMPLF-rFnTRAP llr...IlllVlI -11 M&T.Elillil�itl'lili�lijbilitC.O.MPLETEDIO.QATEilliRlill6i.1 oil 101 1111, p;gM!jE0:'j;l EPTIM SUPPLEMLKIALAGREEMENTNO.4 Ull )ANTITY.-I itel I 4411'AM T 10 M=ANT9Y.Ql UNUI uplil; 11CAMOUtIfill I 3 MOBILIZATION 5900.00 1.00 LUMP sum $900.00 0.90 LUMP SU $810.0c 1.00 LUMP SUM 5900.01 REMOVE BITUMINOUS PAVEMENT (TRAILS I DRIVEWAYS$S.-001 363 SO YO $1.815.00 432 SO YO 52.160.00 432 SO YO 52.160.00 4 REMOVE CONCRETE PAVEMENT rWALKIDRIVEWAYNALLEY GUTTER $4.001 20 so YD $80.00 20 so YO $80.00 20 SO YO 5805 6 REMOVE CURB A GUTTER 52.75 331 LIN FT $910.25 331 LIN FT $910.25 331 _ UN Fr S9t0.2; 19 SAWING CONCRETE PAVEMENT (FULL -DEPTH) $3.90 20 LIN FT 578.00 LIN Fr LIN FT 20 SAWING BITUMINOUS PAVEMENT (FULL -DEPTH) $3.00 35 LIN FT $105.00 UN FT LIN FF 21COMMON EXCAVATION $9.00 250 CU YD $2,250.00 250 CU YO 52250.00 250 CU YD $2.250.1)(11 22 - SUBGRADE EXCAVATION $12.00 25 cu YD S3D0.00 6 CU YO 572.00 6 CU YD S72.00l 24 SELECT GRANULAR BORROW $16.50 170 CU YD $2.805.00 100 CU Yo S1.650.001 100 cu YO $1.650.00 26 PREMIUM TOPSOIL BORROW - $29.00 40 CU YC S1.160.00 CU YO I cu YO I 28 CLASS 5 AGGR EGATE BASE (STREETS )- $15.00 97 CU YO $1,455.00 100 CU YD $1.500.001 too CU YO $1.500.001 29 MILL BITUMINOUS SURFACE (FULL -DEPTH) 53.96 950 so Yo 53.76200 936 SO YD 53,7065E 936 SO YO S3.706.561 it BITUMINOUS WEARING COURSE (SPWEA240C) $77.35 120 TON $9.2 103 TON $7.967.05 103 TON S7.1)L7.05 32 BITUMINOUS NON -WEARING COURSE (SPNW8230B) SK75 45 TON S.29.1111 3!70'5 35 TON $Z266m25 35 TON $2926625 33 BITUMINOUS MATERIAL FOR TACK COAT $2.45 f25 GAL SW6.25 t25 GAL $30615 125 GAL S3O6r25 Y_ BITUMINOUS STREET PATCH T.M T.M T.M 49 CASTING I STORM SEWER (8-1733) $784.00 1 EACH 5784m00 EACH EACH �go CASTING M.Li. STORM SEWER(R-3067-V) 115310D 2 EACH S1.066.00 EACH EACH S? SANITARY SEWER 18" PVC SDR 35 RPIPE SPOT REPAIR $121.00 10 LIN FT S1,210.00 5 LIN Fr $605.00 5 LIN Fr $605.06 58 is- PVC SDR SANITARY SEWER SERVICE PIPE $35.00 4 LIN FT $ 1 $14HOOD 4 LIN FT $140.00 4 UN Fr $140.00 I(r x gSUR 26 PVC SERVICE WYE $472001 1 EACH $47200 1 EACH -01 1 EACH 147200 62 CONNECT TO EXIS SANITARY SEWER PIPE $680.00 2 EACH M $1.360.001 . EACH 772 F1.4 .6 EACH 52.720.001 63 EM6�CASTING ASSE Y. SAN'TARY SEWER -- S -H EACH I EACH =119 1 EACH D $ its 3 71 I"TYPE K COPPER SERVICE PIPE 60 LIN FT $1.590.00 61 LIN FT 52.146.50 81 LIN FT 2.14 3" It 72 1" CURB STOP& BOX $202.001 2 EACH $04= 2 EACH $404.00 2 EACH .50 04.00 74 CONNECT TO EXISTING WATER SERVICE SIDD.001 2 EACH $200.00 2 EACH $200.00 2 EACH $200.00 78 4'CONCRETE WALK $3.10 200 so fEl S620.00 318 SO FT SSB5W80 315 SO FF $985.00 81) CONCRETE CURB & GUTTER - B618 5905 331 LIN FT U260.35 TBD LIN FT $L77100 180 LIN FF $1.773 00 84 G'CONCRETE DRIVEWAY $43to 20 BOYD 5876�0 12 SO YO 5525o60 12 SO YD $525.60 105.. ----------- SOD -LAWN TYPE r_ - - 0.70 - 150 SO YD _O $55S.00 so YO I sora TOTAL SUPPLEMENTAL AGREEMENT NO. 4 $40.1659.60 $33,953.45 $24.043.45 TOTAL AMOUNT: $1,989.513.92 $1.759.559.0951,798,019.45 CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION 2013-068 RESOLUTION ACCEPTING IMPROVEMENTS AND AUTHORIZING FINAL PAYMENT 2012 STREET AND UTILITY IMPROVEMENTS PROJECT 2011-10 WHEREAS, pursuant to a written contract signed with the City on May 16, 2012, Midwest Asphalt Corporation, has satisfactorily completed construction of the 2012 Street and Utility Im- provements Project, commonly known as City Project 2011-10, in accordance with such contract. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Hopkins, Minnesota, that: 1. The work completed under said contract is hereby declared accepted and approved. 2. Order for final payment on such contract is hereby ordered, taking the contractor's receipt in full. Adopted by the City Council of Hopkins, Minnesota, this 4th day of November, 2013. Eugene J. Maxwell, Mayor ATTEST: Kristine A. Luedke, City Clerk