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CR 2004-010 Street and Utility ImprovementsFebruary 3, 2004 Proposed Action o \TY OF HOPKINS Authorize Final Payment 2003 Street and Utility Improvements City Protect 02 -10 Staff recommends approval of the following motion: adopt Resolution 2004 -003, accepting work and ordering final payment, 2003 Street and Utility Improvements, City Project 02 -10 and authorize staff to approve payment to Bolton and Menk, Inc in excess of engineering services contract. Overview The contractor has completed all work detailed in the contract as well as any punch list items to the City's satisfaction. Primary Issues To Consider • Accepting work and final payment • Project budget • Project Delays • Engineering services contract • Resolution 2004 -003 Supporting Documents • Resolution 2004 -003 • Engineer's recommendation for final payment • Final pay request • Certificate of completion ,M. Jo Anderson Assistant City Engineer Council Report 2004 -010 Financial Impact: $ 1,297,847.21 Budgeted YIN Y Source: Special Assessments, PIR, Utility funds Related Documents (CIP, ERP, etc.): CIP, Feasibility Study Notes: • Page 2 Council Report 2004 -010 Accepting work and final payment The contractor has met all the contract obligations. The work has been completed to the satisfaction of the City and all necessary documents and final payment submittals have been received. Staff recommends approval for final payment. Project budget The original construction contract amount is $888,835.77. Supplemental agreement No. 1 which deals with precast pavers, gate valves, manhole reconstruction and curb box repairs is the amount of $15,941.40 making the total project contract amount $904,777.17. Due to savings realized by varying site conditions and assessment of liquidated damages to the street contractor the final street construction project cost is $877,047.21. The project as laid out in the preliminary engineering report involved a few other contracts as well. The Railroad crossing final cost is approximately $139,000. The street lighting costs are $81,800 Combined with estimated overhead costs of $200,000 the total project cost is estimated to be $1,297,847.21. The project cost estimate in the Feasibility Study was $1,320,682.73. The Total Project is estimated to be $22,835.52 or 1.72 % less than the preliminary estimate. Project Delays E:\Engineering \Council Reports\CR2004 -010 The road construction was scheduled to be complete by August 15, 2003. City staff was informed at the preconstruction meeting that Qwest intended to upgrade its facilities along this corridor. The contractor and the city had not planned for the Qwest work until after the construction contract was inplace. The Qwest upgrade involved work, which needed to be completed in the middle of the Valley construction sequence. During the period while Qwest installed their facilities Valley Paving adjusted their schedule to allow Qwest access to the site. The construction delay created by Qwest is largely responsible for Valley Paving not completing their work until November 4, 2003. As a result additional Construction inspection and administration time was required of the project engineer. As Valley Paving is responsible for some of the delay the city will be collecting liquidated damages to offset some of the additional expenses incurred by the City. Engineering services contract A number of issues had to be dealt with by the Project Engineer, Bolton & Menk Inc. which were outside of the scope of work stipulated in the engineering services contract, they include: Survey and acquisition of Right of Way for the project Redesign of 2" Street North, contrary to preliminary engineering report Extended inspection and contract administration period due to construction delays Reimbursable expenses • • Page 3 Council Report 2004 -010 The total project engineering services contract amount for the final design and construction phase of the project is $164,660. The projected engineering fees through completion of the project are $184,660, which is 12.15% over the contract. The engineering services contract with Bolton & Menk, Inc. does specify that the Construction Inspection and Administration costs are an estimate but will be billed on an hourly basis. Resolution 2004 -003 Adoption of this resolution formally acknowledges completion of the work, orders final payment, and initiates a two -year warranty on the contract. Staff Recommendation Staff recommends Council approve Resolution 2004 -003, resolution accepting work and ordering final payment, 2003 Street and Utility Improvements, City Project 02 -10. Additionally staff requests authority to approve payment to Bolton & Menk Inc. for completion of the project engineering in an amount estimated to be $20,000 over the original contract. E:\Engineering \Council Reports \CR2004 -010 • CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION 2004 -003 RESOLUTION ACCEPTING WORK AND ORDERING FINAL PAYMENT 2003 STREET AND UTILITY IMPROVEMENTS PROJECT 02 -10 WHEREAS, pursuant to a written contract signed with the City on April 2, 2003, Valley Paving Inc., has satisfactorily completed construction of the 2003 Street and Utility Improve- ments Project, commonly known as City Project 02 -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 3 day of February 2004. ATTEST: Terry Obermaier, City Clerk Eugene J. Maxwell, Mayor Januaryl27, 2004 Mr. John Anderson, P.E. Assistant City Engineer City of Hopkins . .1010 First Street South Hopkins, MN 55343 • . e Dear Mr. Anderson: • BcD LTQN 80- M N41< Consulting Engineers & Surveyors 1515 East Highway 13 • Burnsville, MN .55337 -685 Phone (952) 890 -0509 • FAX (952) 890 -8065 2003 Street and Utility improvements City of Hopkins, Minnesota S.A.P.:No. 132-346-010 BMI Project No. T15.20896 Sincerely, ; . .. . BOLTON & MENK, INC. cut IP l Marcus A. Thomas, P.E. Project Manager Valley Paving, Inc: has completed all construction work on the above- referenced project. • A final pay estimate dated January 19, 2004, has been prepared for execution by Valley Paving and the City of Hopkins. It is our recommendation that the City accepts the project as completed and process the final payment for the Contractor. If you require any additional information, please do not hesitate to call: MANKATO • FAIRMONT • SLEEPY EYE • BURNSVILLE • WILLMAR • CHA SKA AMES, IA • UBERTY, MO An Equal Opportunity Employer • • CU YD HR CU YD CU YD SQ YD SQ YD EACH LIN FT LB TON TON TON TON GAL EACH $684.35 1 884.35 1 $684.35 LIN FT $13,050.00 206 $8,961.00 314 $13,659.00 LIN FT $4,023.47 80 $4,074.40 80 $4 074.40 EACH $1,081.00 2 $1,061.00 2 1081.00 EACH EACH EACH EACH EACH EACH $913.44 0.03 913.44 02,450.91 $2,767.08 5TH AVENUE (S.A.P. 132.34546) • STORM SEWER PARTICIPATING �.. . . ......... .... . ......._ ..... .. ITEM 1 2021.501 2 2101.502 3 2101 502 _ 4 2101.502 5 2101.602 8 2104.501 7 2104.501 6 2104.505 2104.505 2104.509 '2104 509 _ 11 12 2104.509 _ 13 2104,509 _ 14 2104,511 15 2104.513 16 .� 17 18 2105.525 19 r 20 21 22 23 24 r 25 2301.538 26 2301.603 r 29 2350.501 30 2350.502 y 31 2350 505 32 2357.502 33 2501.515 34 2503.541 S5 2504.541 36 2503.602 37 2504.602 38 2504.602 39 j 2504.602 40 2504,602 41 2504.602 42 2506.502 _ 43 44 45 46 2506.516 47 2506.516 48 2506.516 '�49 50 51 _52 53]i 54 55 Nalinli 56 2531.5 57 2531.5 58 59 60 61 82 63 27 28 2506 518 2506 522 2500,602 2508.603 70 _71 _ 72 2564.603 73 2564.603 _74 2564.603 75 2564,603 + 76 2564.618 77 2565.602 78 2571.502 79 2571.602 ^ 80 2573.602 81 2575.505 CONTRACTORS PAY ESTIMATE 2003 STREET AND UTILITY IMPROVEMENTS HOPKINS, MN BMI PROJECT NO. T15.20896 S.A.P. 132 - 345 -06 (5TH AVENUE) :pAyst6TIIVli11'f`I!~'40:,s t.;q'{1 v'''I; + it +lr WN Rat ;pbMI L9TE17 7N�i0UGH`a ,, `'';,'''; i. + S n ;%St >rc ,�uur sxiir.r, iJl,r MOOILIZATION- - -__ __._, _ �____� CLEAR AND GRUB TREE 4 " -6" DIA CLEAR AND GRUB TREE 6 " -12" DIA CLEAR AND GRUB TREE 12"-24" DIA ROOT CUTTING REMOVE CURB AND GUTTER _ __________ REMOVE SEWER PIPE (FORD__ _ ( $2 1 EM ROVE CONCRETE PAVEMENT (1) (J REMOVE BITUMINOUS PAVEMENT- DRIVEWAY/TRAIL w $200 REMOVE MANHOLE OR CATCH BASIN '_ $212..20 REMOVE CASTING � - 1 2 $160,10 REMOVE SIGN REMOVE HANDHOLE - "" " " SAWING CONCRETE PAVEMENT (FULL DEPTH) (1 ) (2) SAWING BIT PAVEMENT (FULL DEPTH CO MON EXCAVATION SUBGRADE EXCAVATION TOPSOIL BORROW CONST DRAINAGE STRUCTURE DES 54 -4020 CONST DRAINAGE STRUCTURE DES 60.4020 CONST DRAINAGE STRUCTURE DES SD-1 CATCH BASIN CASTING ASSEMBLY R- 3067 -V (STORM SEWE CATCH BASIN CASTING ASSEMBLY B -5 (STORM SEWER) MANHOLE CASTING ASSEMBLY A -7D STORM SEWER (1) (2) ( ( 1 2 4" SOLID LINE WHITE- EPDXY 4" BROKEN LINE YELLOW- EPDXY _4" DOUBLE_SOLID LINE YELLOW -EPDXY _ 12" SOLID LINE WHITE- EPDXY SUBTOTAL 1 2 7 24" STOP LINE WHITE -EPDXY ZEBRA CROSSWALK WHITE- EPDXY NMC LOOP DETECTOR- 8'X15' DECIDUOUS TREE 2.6" CAL B &B TREE GRATE & FRAMES INLET PROTECTION - FILTER AGGREGATE SODDING TYPE LAWN (1) roF�n r�wrr vn �Yf,,..r,�l,ryit 11/15/2003` +;'' $30,448 16 0.03 LUMP SUM $913 44 1 2 5108.35 - TREE 1 2 $372.21 _ TREE 1 2 5797.61 _ TREE 1 $37 5209 15.32 $2.55 (EV(2) 1 . CU YD CV 1 r NV CU YD LECT GRANULAR BORROW EXPLORATORY EXCAVATION " " ' - (CV) `2) r AGGREGATE BASE CLASS 5- STREETS /ALLEYS (CV) (8) $22.94 AGGREGATE BASE CLASS 5- BIT TRAIL CV MILL BITUMINOUS SURFACE (VARIABLE DEPTH)13_AVG ) $1.07 i MILL BITUMINOUS SURFACE (FULL DEPTH) 80 DOWEL BAR 1 2 . • 0 ME CLEAN, SAW AND SEAL CONCRETE PAVEMENT JOINTS ROUT, CLEAN AND SEAL BITUMINOUS JOINTS $2.13 MN BITUMINOUS WEAR COURSE- STREETS /DRIVEWAYS MV4) $36 47 BITUMINOUS WEAR COURSE- TRAILS (L 4) _ $62.00 BITUMINOUS NON -WEAR COURSE- STREETS /DRIVEWAYS LV3 $37.05 = BITUMINOUS MIXTURE FOR PATCHING LV3 $85.00 _ BITUMINOUS MATERIAL FOR TACK COAT $2.35 12" RC PIPE APRON WITH TRASH GUARD . NM 12" RC PIPE SEWER CL V DESIGN 3006 (STORM) MO 15" RC PIPE SEWER CL V DESIGN 3008 STORM • $50.93 r CONNECT T. EXISTING STORM SEWER $530,50 Iml ADJUST GATE VALVE AND BOX $159.15 MI ADJUST CURB STOP AND BOX (1) (2) $530.50 WET TAP 6" GATE VALVE $3,183.00 SALVAGE SPRINKLER HEAD (1) (2) $108.10 INSTALL SPRINKLER HEAD 1 2 $108.10 CONST DRAINAGE STRUCTURE DES 48 -4020 2 $7 96 2506.502 2508.502 2508.502 $2.64 $1, $2,450 . 81 $691.77 307.69 $397 88 $210.08 $205.83 5212. $212.20 $285.25 $10.00 $21.75 $52.64 5.25 SQ FT $ 689 65 EACH $5.31 LI FT 517.87 LIN FT $14,000,00 0.03 LUMP SUM 525.99 SQ FT $37.22 EACH $79.76 EACH $74 27 EACH $74.27 EACH $74.27 EACH $371.35 _ EACH MK= 1111111111111E1111111 $0.44 LIN FT $0.87 LIN FT $3 18 LIN FT $4.24 111111/1 LIN FT $2.65 SQ FT $1 EACH $478 56 TREE $1,189 82 EACH $106.35 EACH 2.39 SQ YD 01/19/2004 ,F , ' ii ,, : r -el 1 ..... 7 ...... ,;' 1 , , _ , ..., ._; i , R ' ' . - '`P VIOUS''.'.; i�:> .i'C rjl�t' <' " >;s' ;>' iT V , AM UNT', ,11,if ; EST I '� ' ,.. ` M A E ,TOi ATE';a' E A- E, `' '; {' . ,. ,. . ,� • <�• ' § TIM 'f..' S.A.P., 132.346.017• ■°,<,lS.A.P 132.346.16!', ,; , ', • 16'� >;; i P • RT G.L, NG'.' ''''! PAR'IrLCIPATING`'!'; . ., r��:,', PARTICPAT,)NG; . ;i . ,. ' ,I P.AllTlC PAVING''_• ■ !',' NMI MIN TR LIN F T L IN YD FT $2,015.90 184 $1,952.24 184 S SQ YD -EACH _ - $1 00 5 $1,061.00 5 EACH EACH EACH LIN FT LIN FT EACH EACH EACH EACH EACH EACH $1,846.14 $210 08 $25,285.38 $420.00 0.03 1 $1,315.84 1 $1,639.25 1 $2,450.91 4 $2,767.08 5 $1,538.45 1 $210 08 _ $1,315.64 $1,639.25 4 5 $1,538.45 $210.08 $420 00 0.03 $420.00 $29,048.84 $33,746.84 PAGE 4 OF 10 , tU.tO ^ 4T to O N t� t[1 tDil� m to4Oiia-``N t"'3 � sA t0 fsD to O � N C9 s r � a� �- � �- tspr e-�N�1121N NiN N t N N O t7 - g t0 O � t � t ' " rtili,* 4.4 ' ' ' a : ''' ' e ' ' ''' ' ' ' " ''''' ' C ' ' ' ' ;,, ' 'r, ''' ''" ''' ", ,, ,. ,,,, " , ,. ‘; 40.' , ' l' ' ' :: ' ' ' " f ' ' ' ' 'il , . , ' . ' ' , • . . ' '' '''' ' ' ::: ",' ,' '''' ". ' '" :1, .'t Pi' '" ''' " i;' ] ' ' UNIf ,,; ' PRICE r ' , ' , ;;;Ii t 'A 4':; , :!:. . 7 ig n ' g, BID A'A,1",, ; ' ',1 , ', , , . ,,, , ; iik r :„'',, ' , .1' AMOUNT '''''' ' , SAP, 132..348116 Kkii 610 .il , ,, ,' H&c ,',, - EST! ' vi2,, OREVIOLAI..r,t4 ' -'. EsTIMATei td(514011 TO DATE ,,, 't;1", ''' 'Til .ts , 'ESTIMATE ' ,S.A.P.132-34610g • 0 ,. ' 0.17 1 TI IP ' 11 ,.. ' S./.1'; ' r " :NON:. 132 i n .,. A ,4, KW., , ,.. ' !.. S. ...2_,,'NO■__.:_ 132 ; • , - TICIP . T N it, thot ''' 2021.501 MOBILIZATION $30,448.16 LUMP SUM $5 178.19 $106.35 _ 0.17 $5,L78,19 0.17 $5 176.1 • 2101.502 CLEAR AND GRUB TREE 4 DIA 010 $106 35 TREE 2101,502 CLEAR AND GRUB TREE 6%12" DIA (1) (2) 01,502 . c . L.g . AR Arglarlys jy_E_E__12" _ __( 1.802 ROOT CUTTING (1) (2) $372.21 TREE - _... _._ .. _ 61 $106.35 ------- Tat __- 2104.501 FlEMOVECURB AND GUTTER (5) 2104.501 REMOVE SEWER PIPE (STORM) 2104.505 REMOVE CONCRETE PAVEMENT $2.65 957 LIN FT $2,536 05 1003 $2 857.95 1003 2857.95 $10.81 $8.90 $2.00 $212.20 LIN FT (1)121 2104.505 REMOVE BITUMINOUS PAVEMENT- DRIVEWAY/TRAIL 2104.609 REMOVE MANHOLE OR CATCH BASIN 2104.509 127.4 717.6 SQ YD $1,133.86 103 $916.70 103 916.70 SQ YD EACH . $1453.115 832 $1 084.00 832 $1 684.00 REMOVE CASTING (1) (2) 2104.509 REMOVE SIGN $180.10 $37,22 EACH EACH 2104.609 REMOVE HANDHOLE (2) $209.02 EACH 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) (1) (2) 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) $5 32 $2.55 12 280 LIN FT LIN FT $63.84 38 6202 36 $202.16 $714.00 516437.7. 146 . 1728 5377.40 518437.7. 146 5377.40 $ 2105.501 COMMON EXCAVATION (EV)_0_ 2105 507 SUBGRADE EXCAVATION (EV) (1) 2105.525 TOPSOIL BORROW (CV) (1) 510.67 1728 CU NT $12.45 $15.00 440 88 CU YD CU YD 55,476.00 74 5621.30 74 , • 5921.30 $1,020.00 $3.256.00o 84 51,260.00 64 1,260.00 2105.522 SELECT GRANULAR BORROW (CV) (1) 2105.810 EXPLORATORY EXCAVATION (2) 2211.503 $7.40 $212.20 440 CU YD HR AGGREGATE BASE CLASS 6- STREETS/ALLEYS (CV) (6) $22 94 1085 CU YD 524,669.90 1047 $24,018.1: 1047 24,018.1; 2211.503 AGGREGATE BASE CLASS 5- BIT TRAIL (CV) 2232.501 $39.15 60 CU YD 52,349 00 88 $2,662.20 74.36 911.98 MILL BITUMINOUS SURFACE (VARIABLE DEPTH) (3" AVG.) 2232.501 $1.07 SQ YD $727.95 MILL BITUMINOUS SURFACE (FULL DEPTH) 2301.538 DOWEL BAR (1) (2) $2.80 $8.90 2786 SQ YD EACH $7,744.80 2770 285.46 71.97 542.1 187 $7,756.00 $10,410.73 2770 600 11111111111111111ERMEI 20,084 81 IIIIIIIIIIIIIIIIIIEEECE _ 2301.803 CLEAN, SAW AND SEAL CONCRETE PAVEMENT JOINTS (1) (2) $7.98 LIN FT 2331.808 ROUT, CLEAN AND SEAL BITUMINOUS JOINTS $2.13 LB 2350.501 BITUMINOUS WEAR COURSE- STREETS/DRIVEWAYS (MV4) $38.47 265 TON $9,664.55 265 4619I1i 81 .47 542.1 167 2350.501 BITUMINOUS WEAR COURSE- TRAILS (LV4) $62.00 55 TON $3,410.00 $4 482.14 .20,084.81 2360.502 BITUMINOUS NON-WEAR COURSE- STREETS/DRIVEWAYS (1 $37.05 505 TON $18,710.2. 2350.605 BITUMINOUS MIXTURE FOR PATCHING (LV3) (1) (2) (7) $85.00 TON 2357.502 BITUMINOUS MATERIAL FOR TACK COAT $2.35 160 ' GAL $376 00 2501.515 12" RC PIPE APRON WITH TRASH GUARD $684.35 :4503:91 EACH .392.45 2503.541 12" RC PIPE SEWER CL V DESIGN 3006 (STORM) 2504.541 15" RC PIPE SEWER CL V DESIGN 3006_(STORML 505760 ooCINEcft LIN FT FFTT $530.50 EACH 2504.602 ADJUST GATE VALVE AND BOX $159.15 2 EACH $318.30 3 $477.45 3 $477.45 u w �1�ic��r7'st rn tD t� O10 O NIc 2504.602 ADJUST CURB STOP AND BOX (1) (2) 1 2504.602 WET $530.50 V U U U U U U U U 0 U U U U Q Q Q Q Q Q Q Q Q QQ Q Q Q Q Z WWWW W�WWWILIJlWWWWJ ______ $838.60 TAP 6" GATE VALVE 2504 802 SALVAGE SPRINKLER HEAD (1) (2) 2504.602 INSTALL SPRINKLER $3,183.00 $106.10 HEAD (1) (2) 2508.502 CONST DRAINAGE STRUCTURE DES 48-4020 2506.502 CONST DRAINAGE STRUCTURE DES 54-4020 2506,502 CONST DRAINAGE STRUCTURE DES 60-4020 $108.10 $1,315.64 $1,639.25 $2,450.91 $636.60 ____ 2506.502 CONST DRAINAGE STRUCTURE DES SD-1 $691.77 2506,516 CATCH BASIN CASTING ASSEMBLY R-3087-V (STORM SEWE (1) (2) $307.69 2506.518 CATCH BASIN CASTING ASSEMBLY B-5 (STORM SEWER) (1) (2) $397.88 2506.516 MANHOLE CASTING ASSEMBLY A-7D (STORM SEWER) (1) (2) 2 06.518 MANHOLE CASTING ASSEMBLY A-7 (SANITARY SEWER) (1) (2) 2506.522 ADJUST FRAME AND RING CASTING (1) (2) 2508.602 RECONSTRUCT SANITARY MANHOLE INVERT 2508.503 RECONSTRUCT DRAINAGE STRUCTURE $210.08 $205 83 $212.20 $212.20 $265.25 4 $848.80 4 $848.80 $4,947.3 $424.40 by_ 6 5 8f 2521.501 4" CONCRETE WALK (2) (4)15) 2521,618 4" CONCRETE WALK SPECIAL 52.84 1005 SQ FT 55,025.20 1874 337 $4,947.36 1974 (4) (8) 2531.601 CONCRETE CURB AND GUTTER DESIGN B618 (51 54.39 $10.00 268 SQ FT LIN FT $2590 2531.501 CONCRETE CURB AND GUTTER DESIGN 9824 $21.75 878 LIN FT $19,096.50 727 $3,370.00 $15,812.2 337 .3370.00 2531.607 8" CONCRETE PAVEMENT DRIVEWAYSNALLEY GUTTER 2 4 5 2540.618 PRECAST PAVER 2545.602 HANDHOLE $52.84 84 2 SQ YD $4,432.29 ' 80.33 $4,228.57 727 80.33 $15,812.2 , 4,228.57 $5 25 SQ FT 2545,603 2" PVC CONDUIT SCHEDULE 40) $889 85 $5.31 $17.67 $14,000.00 0.17 LEIACFH LIN FT LIN FT LUMP SUM $2,380.00 2 2" PVC CONDUIT -DIRECTIONAL BORING (2)13 . 0.17 $2,380.00 0.17 $2 380.00 62 2583.601 TRAFFIC CONTROL 83 2564.531 F & I SIGN PANELS TYPE C $25.99 6 SQ FT $207.92 13.5 $350.87 13.5 $350.87 64 2584.602 RELOCATE SIGN $37.22 EACH 65 so' 67 .. 2564,602 INSTALL YPE 2 OBJECT MARKER 25602 pAvEmENTVE (LeYr - 2584.602 PAVOMONT MESSAGE (RIGHT ARROW) EPDXY :7749.277 $74 27 $74.27 $371.35 $0 42 $0 42 50 44 - - - 50.97 1 3 170 100 - 410 EEAACCHH EACH • i 1 ?IS t � - L-. QIQ Q ? IJ.1 W W J JtJ'J� I $74.27 $74757 1 1 $74.27 $74 27 1 1 3 74.27 $74.27 10 f � D tA'O�. —IN t7'�Itq tOlt��m t D CGIA I I�It� t� l��1� t�cA ,I� f 2564.802 PAVEMENT MESSAGE (THRU ARROW) EPDXY 2584.602 PAVEMENT MESSAGE (RR X-ING) EPDXY 2564.603 $1,114 05 3 110 . _ _ 408 $1,114.05 $1114.05 4" BROKEN LINE WHITE- EPDXY 2 603 4" SOLID LINE WHITE- EPDXY 2564.603 4" BROKEN LINE YELLOW- EPDXY 2564.603 4" DOUBLE SOLID LINE vaLow-gp_oxy_ _ _ __ - 2 - 664. - 655 871 40 110 408 542 00 . .... . $356.70 $540.60 . _ _ $46.20 $3t4.116 _____ $46 20 - - ' -- - f iiNaiiii Ciht inii-iifEl 2584.603 24" STOP LINE WHITE-EPDXY 2584 $3 18 170 45 488 LIN FT 55 $174.90 5169.60 55 $174.90 54.24 LIN FT SQ FT $190.80 5i 40 40 455 $169.60 618 ZEBRA CROSSWALK WHITE- EPDXY 2565.602 NMC LOOP DETECTOR- 6'X15' 2571.502 DECIDUOUS TREE 2.5" CAL B&B $2.65 $1,215.91 $478.50 455 $1,205 75 $1,205,75 8 EACH TREE $7 295.46 4 $4,863 64 4 $4883.64 _ 79 2571.602 TREE GRATE & FRAMES $1,169.82 EACH 80 2573.602 INLET PROTECTION • FILTER AGGREGATE $106.35 7 EACH $744.45 . 81 2575 505 SODDING TYPE LAWN (il $2.39 910 SQ YD $2,174.90 500 $1,195.00 1057 •2.52a.23 .._ SUBTOTAL $154,989.26 $143,087.91 $147,259.07 CONTRACTORS PAY ESTIMATE 2003 STREET AND UTILITY IMPROVEMENTS HOPKINS, MN BMI PROJECT NO. T15.20896 S.A.P. 132-345-06 (5TH AVENUE) IMICESTIMAItikab'YT 5cIFIMAC f ' WORK COMPLETED TFIROUGH , „ ' 11/18/2003 5TI-1 AVENUE (S.A.P. 132-345-06) NON-PARTICI 01/19/2004 PAGE 5 OF 10 2021.50 2101.502 2101.502 MOBILIZATION CLEAR AND GRUB TREE 4 " -6" DIA - I 2 CLEAR AND GRUB TREE 8 "-12" DIA 1 2 ROOT CUTTING intA REMOVE CURB AND GUTTER 5 REMOVE SEWER PIPE STORM REMOVE CONCRETE PAVEMENT REMOVE BITUMINOUS PAVEMENT- DRIVEWAY/TRAIL REMOVE MANHOLE OR CATCH BASIN REMOVE CASTING REMOVE SIGN REMOVE HANDHOLE SA ING CONCRETE PAVEMENT FULL DEPTH SAWING BIT PAVEMENT FULL DEPTH " �I 1 2 1 2 2) 1 2 COMMON EXCAVATION SUBGRADE EXCAVATION TOPSOIL BORROW SELECT GRANULAR BORROW EXPLORATORY EXCAVATION AGGREGATE BASE CLASS 5- STREETS /ALLEYS AGGREGATE BASE CLASS 5- BIT TRAIL MILL BITUMINOUS SURFACE (VARIABLE DEPTH) (3" AVG.) MILL BITUMINOUS SURFACE FULL DEPTH EV P EV 1 CV 1 CV 1 (2 CV 8 CV .. ,, ,, RICE t MIN LUMP SUM TREE TREE 2101.802 2104.501 2104.601 2104.505 2104.505 2104.509 2104.509 2104.509 2104,509 2104.511 2104.613 2105.501 2105 507 2105.525 2105.522 2105.610 2211.503 2211.503 2232.501 2232.501 2301.538 $797.61 $106.35 $2.65 $10.61 8.90 $2 00 $212.20 $160.10 $37.22 $209 02 $5.32 $2.55 $10.67 $12.45 $15.00 $7.40 $212.20 $22.94 $39.15 $1.07 $2.80 $6.90 600 NEN NNE MIN NINE LIN FT LIN FT SQ YD SQ YD EACH EACH EACH EACH LIN FT LIN FT CU YD CU YD CU YD CU YD HR CU YD CU YD SQ YD 230 .603 2331.608 2350.501 2350.501 2350.502 2350.505 2357.502 2501.515 2503.541 2504.541 2503.602 2504.602 2504.602 2504.602 2504.602 2504.602 2506.502 2506.502 2506.502 2506.502 2506.516 250 x,516 2506,516 2506.516 2506.522 2506.602 2506,803 2521.501 2521.618 2531.501 2531.501 2531.507 2540.618 254 5.802 2545.603 2545.603 2563.601 2584.531 2564.602 2564.602 2504.602 2504,602 2564.602 2564.602 2564.603 2584.603 2564.603 25884.803 2 564.603 25 84.803 2584.618 2565.602 2571.502 2571.602 _2573 602 2575 505 1 2 CLEAN SAW AND SEAL CONCRETE PAVEMENT JOINTS ROUT CLEAN AND SEAL BITUMINOUS JOINTS BITUMINOUS WEAR COURSE- STREETS /DRIVEWAYS MV4 BITUMI 0 WEAR COURSE- TRAILS LV4 BITUMINOUS NON -WEAR COURSE- STREETS /DRIVEWAYS LV3 BITUMINOUS MIXTURE FOR PATCHI G LV3 BITUMINOUS MATERIAL FOR TACK COAT 12" RC PIPE APRON WITH TRASH GUARD 12" RC PIPE SEWER CL V DESIGN 3006 STORM 15" RC PIPE SEWER CL V DESIGN 3006 (STORM CONNECT TO EXISTING STORM SEWER ADJUST GATE VALVE AND BOX ADJUST CURB STOP AND BOX WET TAP 6" GATE VALVE SALVAGE SPRINKLER HEAD INSTALL SPRINKLER HEAD CONST DRAINAGE STRUCTURE DES 48 -4020 CONST DRAINAGE STRUCT RE DES 54 -4020 CONST DRAINAGE STRUCTURE DES 60 -4020 CONST DRAINAGE STRUCTURE DES SD -1 CATCH BASIN CASTING ASSEMBLY R- 3067 -V STORM SEWE CATCH BASIN CASTING ASSEMBLY 9.5 STORM SEWER MANHOLE CASTING ASSEMBLY A -7D STORM SEWER MANHOLE CASTING ASSEMBLY A•7 SANITARY SEWER ADJUST FRAME AND RING CASTING RECONSTRUCT SANIT MANHOLE INVERT RECONSTRUCT DRAINAGE ARY STRUCTURE 4" CONCRETE WALK 4" CONCRETE WALK SPECIAL CONCRETE CURB AND GUTTER DESIGN 8618 CONCRETE CURB AND GUTTER DESIGN 8624 8" CONCRETE PAVEMENT DRIVEWAYSNALLEY GUTTER 1 2 7 ( ( ( ( 1 2 1 (2 1 2 1 2 1 2 ( (2) 2 4 5) 4 8 5 2 4 5 PRA R HA NDECAST P 2" PVC CONDUIT (SCHEDULE 40) • 2" PVC CONDUIT - DIRECTIONAL BORING TRAFFIC CONTROL F & I SIGN PANELS TYPE C RELOCATE SIGN INSTALL TYPE 2 OBJECT MARKER PAVEMENT MESSAGE (LEFT ARROW) EPDXY PAVEMENT MESSAGE (RIGHT ARROW EPDXY PAVEMENT MESSAGE THRU ARROW E 2 3 7.96 $2.13 $38.47 62.00 $37.05 85.00 $2.35 $684.35 $43.50 50.93 $530.50 $159.15 $530.50 93,183.00 $106,10 $106.10 $1 315.64 $1,639 25 $2 450.91 $691.77 $307.69 $397.88 $210.08 $205.83 $212.20 $212.20 $265.25 $2.64 54.39 510 00 $21.75 $52.64 $5.25 $d80 65 $5.31 $17.67 $14,000.00 25.99 $37.22 $79.76 574.27 $74 27 $74 27 $371.35 $0 42 NINN NNNI SQ YD EACH LIN FT LB TON TON TON TON GAL EACH LIN FT LIN FT EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH LIN FT SQ FT SO FT LIN FT LIN FT SQ YD SQ FT EACH LIN FT LIN FT LUMP SUM SQ FT EACH EACH EACH EACH EACH_ EACH LIN FT LIN FT LIN FT _ LN FT LIN FT LIN FT SQ FT EACH TREE EACH EACH SQ YD MKS NOW MID MIN EKED MIN MIN NEM MEM MINN MINIM MINN MIN MOM MINN NOM 600 MIN NMI MIN 39 6 64 65 66 07 68 89 7 71 74 77 78 79 8 40 52 54 55 56 57 58 50 60 61 62 �81 17 20 21 22 23 2 26 27 28 29 30 41 32 35 38 2 3 47 48 49 3 4 5 6 7 8 9 10 11 2 3 14 15 18 CONTRACTORS PAY ESTIMATE 2003 STREET AND UTILITY IMPROVEMENTS HOPKINS, MN EMI PROJECT NO. T15.20696 S.A,P,132- 345.06 (5TH AVENUE) 'PAY ESTIMA,EE'Nt2 , " A fTS'; T.•�:c,•q � F 2ND STREET NORTH NON - PARTICIPATING PAVEMENT MESSAGE (RR X -ING) EPDXY 4" BROKEN LINE WHITE- EPDXY ZEBRA CROSSWALK WHITE- EPDXY NMC LOOP DETECTOR- 6'X15' DECIDUOUS TREE 2.5" CAL B&B TREE GRATE & FRAMES SUBTOTAL 4" SOLID LINE WHITE- EPDXY 4" BROKEN LINE YELLOW- EPDXY 4" DOUBLE SOLID LINE YELLOW -EPDXY 12" SOLID LINE WHITE- EPDXY _ _ 24" STOP LINE WH PTA -- - INLET PROTECTION • FILTER AGGREGATE SODDING TYPE LAWN AftiMO,b3 z a��tJ.�` � r i,i 042 $0.44 $0 87 $3 .16 $4 24 02 65 $1,215.91 $478.56 $1,169.82 $106.35 (1) $2 39 N ;I ,n • i OU • TICCIP 51,522.41 5956.00 $44,553.66 $319.05 $1,590.00 $333.75 $176.00 $223.44 $191.25 93,307.70 $2,241.00 $675.00 $1,332.00 $5,278.20 $3,080.00 $3,829.35 5,557.50 $199 7 $3,484.80 $6,000.00 $3,558.46 $700.00 1 ,•• PR 0.05 1277 535 111 0,05 54 51.2 115 30 32 310 100 70 s� �A f�= PAF�TlCPi4`fING 7, �'�' $1,.522 41 $106.3 91,468.10 $455.68 0230.0 $159.60 81.60 $3,307.70 91,245 00 $1,050.00 229 $5253.26 229 1021 $2,858.60 1021 97.04 $3,539.05 97.04 138 $5,112.90 138 79 $185 65 7 $3,371.28 $5,350.00 5843.04 $700 00 454 $1,085.06 $42,925.48 iA ,,<`t; ' '• �� eO• � , � ''.,i� f ss �;Lt �f;.F�1 3�.�.,�l�t�H, > " 1277 535 0.05 454 554 51.2 115 30 32 310 100 70 01)19/2004 1, $106.35 $1,468.10 $3,307.70 1, 245.00 $1,050.00 $5,253.26 $2,658.80 $3,539.0 $5,112.90 9105.65 $3,371.28 $5,350.00 $5,843.04 $700.00 $1,085.08 $42,925.48 $455.68 $230.00 $159.60` PAGE 6 OF 10 $81.60 • • WATERMAIN NON•PARTICIPATING A ;i % <, <l YU;fip �i''.si�''r'I'i s3r„ i ^'E� < Vil • %sil �ylerr!'''i.:lr'.:>>viv � ii�� ll <. r1'i iSrti ^' � f ' » � s �j3' t' r� 1 { , ir`:; ii .1i1; ..., if.( PSI'.. ' 1 r 1 r'; • <' ,r..P !`.'7.,>,' i t rk; lii r .. ''! � "U7 \��i�lf •%�� ''ri i'r 11 PI��''i 3 � .•f•.�r ..r�'� • r i I�..r� 'I.,,. 'i1 i!fr: i.. � ;'u� '� , r. <•,.... I..7 >t' . , i' II `� s 3,3 y..''. `j� "� .•1 a I < BID; IC EY ? ' >' I AIVIbLIte , i . ,�' f , ',f I l� y . > iiI r.i�'�lij��'. . • v ' � I' 1 �'» �IJi. i r'' I :�3;1 ;!S %a'Kj �i 1 1� 1 i .r'.:, �1 .y , .. t, i : >,, ! ,r rl t. • s „i; ,<«I., ", �� . a, 4j i'' ) r ,�:; ,Id, t !, 3 ,.x 1' .ylj ji'rr.l•) r i i ` h,,'.�F.� �.'.•.L',lj.�'�..Is��ixl�'I' I..aJ, ..:;r•.. �..' »I.�..y."j�<.,,, ONLPAR C PATIN r fJ b -PATt� I Ii�A71NG CONTRACTORS PAY ESTIMATE 2003 STREET AND UTILITY IMPROVEMENTS HOPKINS, MN EMI PROJECT NO. T15.20890 S.A.P. 132445-06 (5TH AVENUE) ;; Tir . >'..Ysfr }•Ykk !i` r [rwM � . I WOIik'COMPLEi;EDAIiROUGH;.; 797.61 $106.35 $2.65 $10.61 $8.90 $2.00 $212.20 $160.10 $37.22 $209.02 $5.32 rI `� 1 2021.501 MOBILIZATION 2 2101.602 CLEAR AND GRUB TREE 4 " -6" DIA _ _ T 3 2101.502 CLEAR AND�GRUB TREE 6 " -12" DIA (1 1 ) (2) 2 -7 1 2101.502 CLEAR AND GRUB TREE 12"-24" DIA 1 2 5 2101.602 ROOT CUTTING 1 (2 6 2104.501 REMOVE CURB AND GUTTER 7 2104.501 REMOVE SEWER PIPE (STORM) 8 2104.505 REMOVE CONCRETE PAVEMENT 9 2104.505 REMOVE BITUMINOUS PAVEMENT DRIVEWAY/TRAIL 4.509 REMOVE MANHOLE OR CATCH BASIN 11 2104.509 REMOVE CASTING 1 2 2104.509 REMOVE SIGN 13 2104,509 REMOVE HANDHOLE 14 2104.511 SAWING CONCRETE PAVEMENT FULL DEPTH - 15 2104.513 SAWING BIT PAVEMENT FULL DEPTH 16 2105.501 COMMON EXCAVATION 17 2105.507 SUBGRADE EXCAVATION 16 2105.525 TOPSOIL BORROW 19 2105.522 SELECT GRANULAR BORROW 8 2504.602 ADJUST CURB STOP AND BOX (1 2 39 2504.602 - WET TAP 6" GATE VALVE 400 2504.602 SALVAGE SPRINKLER HEAD (�2) 41 2604.602 INSTALL SPRINKLER HEAD (1) (2) 42 2506.502 CONST DRAINAGE STRUCTURE DES 48 -4020 43 2506.502 CONST DRAINAGE STRUCTURE DES 64 -4020 44 2506.502 CONST DRAINAGE STRUCTURE DES 60 -4020 45 2506. CONST DRAINAGE STRTUE 46 2506.516 502 CATCH BASIN CASTING AS DS Y R- 3 7•V (STORM SEWE (1) 2 47 2506.516 CATCH BASIN CASTING ASSEMBLY B -5 (STORM SEWER) 1 2 48 2506.516 MANHOLE CASTING ASSEMBLY A -7D STORM SEWER 1 2) 49 2506.516 MANHOLE CASTING ASSEMBLY A -7 (SANITARY SEWER) (1) (2) r 0 2508.522 ADJUST FRAME AND RING CASTING (114) 51 2506.602 RECONSTRUCT SANITARY MANHOLE INVERT 52 2506.603 RECONSTRUCT DRAINAGE STRUCTURE - '� 53 252'1,501 4" CONCRETE WALK _ _ __ ___ - (2) (4) (5) 64 2521.618 4" CONCRETE WALK SPECIAL (4) (8) 55 2531.501 CONCRETE CURB AND GUTTER DESIGN B618 5 56 2531.501 CONCRETE CURB AND GUTTER DESIGN B624 57 2531.507 8" CONCRETE PAVEMENT (DRIVEWAYSNALLEY GUTTER 2 4 5 58 2540 618 PRECAST PAVER 50 2545 002 HANDHOLE 00 2545 603 2" PVC CONDUIT (SCHEDULE 4°L < _ 61 2545.603 2" PVC CONDUIT - DIRECTIONAL BORING 2 3 62 2563 601 TRAFFIC CONTROL 63 2584.531 F & I SIGN PANELS TYPE C 81 2575.505 SODDING TYPE LAWN SUBTOTAL CONTRACT SUPPLEMENTAL AGREEMENT NO. 1 1 2504.602 DELETE WET TAP 6" GATE VALVE 2 2504.602 CUT IN 6" GATE VALVE 2504.602 CURB STOP BOX 4 2506.602 RECONSTRUCT MANHOLE SUBTOTAL 70 2564.603 4" BROKEN LINE WHITE- EPDXY 71 2564.603 4" SOLID LINE WHITE- EPDXY 72 2684 603 4 ' B ROKEN LINE Y ELLOW- EPDXY 73 2564 603 4" DOUBLE SOLID LINE YELLOW -EPDXY 74 2584.603 12" SOLID LINE WHITE- EPDXY 75 2564.603 24" STOP LINE WHITE -EPDXY 76 2564.618 ZEBRA CROSSWALK WHITE- EPDXY 77 2565.602 NMC LOOP DETECTOR- 6'X15' 78 2571.502 DECIDUOUS TREE 2.5" CAL B &B 79 2571.602 TREE GRATE IFRAMES - 80 2573.602 INLET PROTECTION - FILTER AGGREGATE SUBTOTAL SUPPLEMENTAL AGREEMENT NO 1 11/18/2003' 5 ( ( (1) ( (2) 1 2 (EV) (P) (EV) (1) (CV) (1) 20 2105.610 EXPLORATORY EXCAVATION (CV) (1) ) 21 () 21 2211.503 AGGREGATE BASE CLASS 5- STREETS /ALLEYS CV 6 22 2211.503 AGGREGATE BASE CLASS 5- BIT TRAIL 23 2232.501 MILL BITUMINOUS SURFACE VARIABLE DEPTH 3" AVG _ 24 2232.501 MILL BITUMINOUS SURFACE (FULL DEPTH) 25 2301.538 DOWEL BAR 1 2 26 2301.603 CLEAN, SAW AND SEAL CONCRETE PAVEMENT JOINTS (1) 2 27 2331.608 ROUT, CLEAN AND SEAL BITUMINOUS JOINTS 28 _2350.501 BITUMINOUS WEAR COURSE- STREETS /DRIVEWAYS (MV4) 26 2310.061 BITUMINOUS WEAR COURSE- TRAILS (LV4)" - ' 30 2350 502 BITUMINOUS NON -WEAR COURSE- STREETS /DRIVEWAYS LV3) 31 2350.505 BITUMINOUS MIXTURE FOR PATCHING (LV3) r,, (1) (2) (7) 32 2357,502 BITUMINOUS MATERIAL FOR TACK COAT y 33 2501.515 12" RC PIPE APRON WITH TRASH GUARD `34 2501541' 12" RC PIPE SEWER CL V DESIGN 3008 (STORM) 35 2504.541 15" RC PIPE SEWER CL V DESIGN 3008 (STORM) _ 36 2503.602 CONNECT TO EXISTING STORM SEWER _ 37 2504.602 ADJUST GATE VALVE AND BOX CU YD (CV $39,15 CU Y $14,000.00 $25.99 64 2564.602 RELOCATE SIGN 05 2564.602 INSTALL TYPE 2 OBJECT MARKER 66 2584.602 PAVEMENT MESSAGE (LEFT ARROW) EPDXY $74.27 67 2564 602 PAVEMENT MESSAGE (RIGHT ARROW) EPDXY $74.27 68 2564.602 PAVEMENT MESSAGE (THRU ARROW) EPDXY $74,27 69 2564,802 PAVEMENT MESSAGE (RR X -ING) EPDXY $311.35 $0.42 $0.42 $0.44 $37.22 $79.76 $0.87 $3 18 $4.24 $2.65 $1,215.91 $1 $478 ,169.82 58 $108.35 (1) $2.39 _ 0.01 LUMP SUM ' TREE TREE TREE TREE LIN FT LIN FT SQ YD SQ YD EACH EACH EACH EACH LIN FT LIN FT CU YD CU YO CU YD CU YD HR SQ YD S Q Y D EA L LI FT B TON TON TON TON GAL EACH LIN FT LIN FT EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH ACH EAC LIN F SO FT SQ FT LIN FT LIN FT SQ YD SQ FT _ EACH _ LIN FT ._ LIN FT 0.01 LUMP SUM SQ FT EACH EACH EACH EACH EACH EACH LIN FT _ LIN FT LIN FT LIN FT LIN FT LIN FT SQ FT EACH TREE EACH EACH SQ YD $3,183.00 •2 EACH $3,343.20 5 EACH $750.00 4 EACH $550 00 2 EACH $304.48 $424.40 $6,366.00 0140.00 07.234.88 x$6,386 00 $18,718 00 $3,921:200 $1,100 00 14,450.00 $21,684.88 1 „4j to , u I . Ii ;rs i ri. , , P,, REV, >,:.. [�: �,:a, PI;EV(dUSJ `;'� .` - ; COM PL:�� :Td E °�.ESi; >� : j:•!�?�.,ESTI(111A`fL�'i);� -a<, ' ,•,.,NON ;RARTICPA'TIIJG f1,1 0.01 6304.46 0 01 0.01 5 4 15 $318.30 $140.00 $762.78 $16,716.00 $3,000.00 $19,716.00 $20,478.78 "�'�i I',L' ;��'� �, }�,� i � I i� " °�iK I =�r�� ;�;•.: r, '1:.!` ir:,� >. 0.01 $140.00 5 4 2 15 01/19/2004 $318.30 $762.78 $18,716.00 $3000.00 $ 1,100 00 $20,816.00 $21,578.78 PAGE 7 OF 10 „ ' INO:,, r'f I u �d I ; i f I :I •ir ' I, ' S� ,. I';: 1: ti. I' 1 •�v ' ";' i', ,4' :•,: • Ir,llar ' r t - „ „! r•all ; ll i , I, I, .,;,, ,t ., tlf, ;' r„ .: :;,; s,, : ; °, ,, ;.t.''.;tl; `r.11�• ,'i, l >IF.. I,I;u.r 1, r,,r I, ;.,.,, ., ,'i, ;' >;;'1 'i' ' `'•,I; r r r Ir, I rp , f >; .1> III,,,Itff' •,s, '.,,.;;,, ,11 ,'I • ,. , Irl sr. .J TEM' ` if 1,, :'lll• 11 f 'I,.r ll ,III' 'r;' 'l, tl+ r ,•;; ,. I ,,, `•lr I di;lr , , r .' •>rI , ,ES I I ;I; , .,l � '�<� • It ,I i -It ' ,�r�l LI Irl r r � I' I � f � , ' I a NO , .1 a .l I I f II, , , ; I , ! r ,I , III rt Iq, I'� - ,i II t' I 9•, ;.; �ITEM;I.+ �I, Il III ;rlt ,o ;,11 i �', 4'•11' '• #; ll�le > ! > d, , i, •1,11 ,' a . ' ' +' ' ; ; • f :' . ' ''�!• � I, r''. 1 1• a„ "l ' li f , i I.. r '' I ''J •I'" Ii!•I .h •Ip+ II r r ,�, ;,! �' > "' I, I'n' i Ili•, :II'.' ! "j t i'ii;l','; f r� ,:rp ; ,,, i r ,l !;1 � <\'; , i'n , i'' l l , , I , ' •'I J., t � II, tII ft f,.,;l ,.,,�I•, , :,. •• I.Ir I,..I ,. .I(II III•N11,,,r ;If ;, ,II, II .r,•I t.,f ' fIl S f',•I •III' .1, , , ..I ,I , ,.! , � 1 , , •IS ,,7; t,l � ,1,,, .r. 11 a'" I I • rd � i. ': „II S I,fi'_',S I , d I r' ,,_ r It;_' I ± tdi':`, , , II,;I.•._I _,r,;,:_r''�'i,;,',rl?,.Ei " <'`_ -'. _'_ '.I, -,� v, ,.," II , .. ;f, >.- 4r,� ,ll f ' .,I ° , T, " UNIT,; I' • 'I 1 , ' f PRIC s • I s I',,,I .I >•;I. ; 8 " . r r I r ll r : . � , Iil i,u. .L :_ II $30 448 16 $106.35 372.21 $797.61 $106.35 + ' .. , --- 1 i'114 1 1'In I ,'ri li {.I tlrlll 'I. . Blb • t, l i '' ' II. ' , 'I , 1 ' 1 _ • - �iIl 4' IIf QUANTITY � Rd I t � 1;.,,,,;:!P,!,,. t. ,"py.1iI,, r , C ,), , JIB II, I {; , PARTICIP' `TIt . ;,. "' dt ,,,, I , ar �I a , I 1 1 ;'ItI, 11 t., f .L, � 9 , � d,' 1 I ' '� ' ',,III 1 I I I , I, I r lil +71 A �NOi1NT �r + I I - ' .S S11Li,Ir f , :n hl . l ... Y` u II e a,t y f ,Ii. I, , .II Y :! I'ai' I ' I # I L ,,, #u•, , i•YI I .i 1 N Ok1'•PARTICIPAr NG' t I ... ._- $ ,522.41 • ; , �' :+ I.p , RE V: ,,I ,' ,, I, Ir', L$`f.' I ; III, I t' T I , If'lII •i �1, >� I.,I t;; 1 ( +, ' °NON- • , -- <L' gel .i I;al I� 'I #r•Ir;r; r. ,�I t ,, ;I' , , I', PRE�IOUS' I fl, � I l I' ., ; i,E I �.fi�I�AT�•.I > I I, , , r� .4.. �.;' I � •i a ilf ,,.1, I III, ; il 'S I,4 ,Ill { 1� Ir I•' T L I ,I, PAR'TICPATING1' ,I =,., + ,I I' 'I COM(aU -� I ii : , . I #' � ITD' DATE :ii , >^r..r,S,,. I f '•i �,! I;IIi t I I, 1• r'I ; : .. I, a r I , I , 0; i;;t ■ r>I T IS I',i• ,: I� )•I � t 'tr' '''t' I I. I, , I,I ES �IMA'I E ,,,> . 1> 4•, ri ,, ,,. r_ I, - 'I' „ .r , II ; II rlli. - 1 2021.501 MOBILIZATION .QU j _ TREE TREE TREE 11 I' NON- 0.05 PARTIC$I'ATNG'' $1 522.41 _ I aei:tillii:I yiViiiC 0 05 $1,522.41 I pi - 1 di 1 .0:IM.1►1PjN.U:11 44 4 2101.502 5 2101.602 6 C1 2 CLEAR AND GRUB TREE 12 " -24" DIA (1) (2) ROOT CUTTING (1) (2) ' 2104.501 7 2104.501 8 2104.505 9 REMOVE CURB AND GUTTER (5) REMOVE SEWER PIPE (STORM) REMOVE CONCRETE PAVEMENT (1) (2) $2.65 $10.81 $8.90 100 LIN FT LIN FT SQ YD $265.00 _ 2104.505 10 "2104.509 REMOVE BITUMINOUS PAVEMENT- DRIVEWAY/TRAIL $2.00 SQ YD 11 REMOVE MANHOLE OR CATCH BASIN $212.20 EACH 2104.509 REMOVE CASTING (1) (2) $160.10 7 EACH $1,120.70 5 $800.50 5 12 2104.609 13 REMOVE SIGN $37.22 EACH $800.50 2104,509 14 REMOVE HANDHOLE (2) $209.02 EACH _ 2104.511 15 2104.513 SAWING CONCRETE PAVEMENT (FULL DEPTH) (1) (2) $5.32 24 UN FT $127,68 16 SAWING BIT PAVEMENT (FULL DEPTH) $2.55 162 LIN FT $413.10 2105.601 17 2105.607 18 2105.625 COMMON EXCAVATION EV P SUBGRADE EXCAVATOR (EV) (1) TOPSOIL BORROW CV 1 $10.67 12.45 $15,00 7.40 CU VD CU YD CU YD 19 2105.522 20 2105.610 21 2211.503 22 2211.503 SELECT GRANULAR BORROW CV 1 CU YD EXPLORATORY EXCAVATION 2 $212.20 $22.94 HR CU YD $848.80 AGGREGATE BASE CLASS 5- STREET /ALLEYS SC6� AGGREGATE BASE CLS 6 AS-BIT TRAIL (CV) $3,870,40 $39.15 CU YD 23 2232.501 24 2232.501 MILL BITUMINOUS SURFACE (VARIABLE DEPTH) 3" "" ' MILL BITUMINOUS SURFACE (FULL DEPTH) $1.07 77 S • -` $2 80 $2,156.00 25 2301.538 DOWEL BAR ) (2) $6.90 EACH 2 6 2301.603 CLEAN, SAW AND SEAL CONCRETE PAVEMENT ) (2) $7.96 LIN FT 2 7 2331.608 ROUT, CLEAN AND SEAL BITUMINOUS JOINTS $2,13 LB 2 8 2350.601 BITUMINOUS WEAR COURSE- STREETS /DRIVE' $36.47 14 $5,105.80 29 2350.501 BITUMINOUS WEAR COURSE- TRAILS5V4) $82.00 TON 30 2350.502 BITUMINOUS NON -WEAR COURSE- STREETS /D $37.05 9' $3,482.70 31 2350.505 BITUMINOUS MIXTURE FOR PATCHING (LV3) ) (7) $85.00 TON 32 2357.502 33 2501.515 BITUMINOUS MATERIAL FOR TACK COAT 12" RC PIPE APRON WITH TRASH GUARD $2.35 $684.35 $43.50 41 8 EACH LIN FT $94.00 $348.00 34 2503.541 12" RC PIPE SEWER CL V DESIGN 3006 (STORM) 3 5 2504.541 36 2503.602 37I' 2504.602 15" RC PIPE SEWER CL V DESIGN 3006 STORK. CONNECT TO EXISTING STORM SEWER ADJUST GATE VALVE AND BOX $50.93 $530.50 $159.15 2 NMI _ LIN FT EACH EACH $1,061.00 38 2504.802 ADJUST CURB STOP AND BOX 1 (2) $530.50 EACH 39 2504.802 WET TAP 8" GATE VALVE $3 183.00 EACH 40 2504.602 SALVAGE SPRINKLER HEAD 1 2 $106.10 MI. EACH 41 2504.602 42 2506.502 43 2506.502 INSTALL SPRINKLER HEAD 1 2 CONST DRAINAGE STRUCTURE DES 48 -4020 CONST DRAINAGE STRUCTURE DES 54 -4020 CONST DRAINAGE STRUCTURE DES 60.4020 5108.10 _ MIN MED 1111111 1111111111 _ MN MN r r Q N •T er p O aaaa¢ uiwwu�uru�u�wwwu r e� r st $1,315.6 $1 315.64 $1,639 25 02 450.91 $5,262.56 $1,315 64 1 44 2506.502 51,639,25 $2,450.91 $2,767.08 $615.38 $1,59112 $840.32 45 2506.502 CONST DRAINAGE STRUCTURE DES SD 6907 48 2506.518 -1 CATCH BASIN CASTING ASSEMBLY R- 30674 $691.77 1 $691.77 47 2506,516 48 2506.516 STORM SEWS (1 2 CATCH BASIN CASTING ASSEMBLY B STORM SEWED $307.69 $307.69 1 $307.89 -5 1 2 MANHO E CASTING ASSEMBLY A STORM $397.88 $1,591 52 4 $1,591.52 49 2506.516 -7D SEWER 1 2) MANHOLE CASTING ASSEMBLY A SANITARY $210.08 50 2506.522 -7 SEWER 1 2 ADJUST FRAME AND RING CASTING $205.83 51 2506.602 2 RECONSTRUCT SANITARY MANHOLE $212.20 52 2506.603 53 2521.501 INVERT RECONSTRUCT DRAINAGE STRUCTURE 4" CONCRETE $212.20 $265 25 $822.28 54 2521.618 55 2531.501 _ 58 2531 501 _ 2531.507 58 2540,618 _ 59 2545.602 60 2545.603 WALK _ , (5) 4" CONCRETE WALK SPECIAL 4 5 CONCRETE CURB AND GUTTER DESIGN B818 (5I CONCRETE CURB AND GUTTER DESIGN 5624 $2.84 $4.39 SQ FT SQ FT - $10.00 LIN FT $1,000.00 $21.75 UN FT 8" CONCRETE PAVEMENT D IVEWAYSNALLEY GUTTER 2 4 5 PRECAST PAVER HANDHOLE 2" PVC CONDUIT (SCHEDULE 40) $52 64 SQ YD $5.25 0689 65 $5 31 SQ FT EACH LIN FT 81 2545.803 2" PVC CONDUIT - DIRECTIONAL BORING (2) (3) $17.67 LIN FT 82 2563.801 TRAFFIC CONTROL $14,000.00 Maj LUMP SUM $700.00 0.05 $700.00 0.05 $700 00 63 2564.531 64 F & I SIGN PANELS TYPE C $25.99 $37.22 $79.76 $74 27 $74.27 r - = SQ FT 2564.802 - 65 2564.602 INSTALL - 55 2584.602 RELOCATE SIGN TYPE 2 OBJECT MARKER PAVEMENT MESSAGE LEFT ARROW EPDXY PAVEMENT MESSAGE RIGHT ARROW EPDXY LIN FT 535 - 67 2564.602 68 2564.602 69 2584.602 PAVEMENT MESSAGE (THRU ARROW) EPDXY $74 27 _ __ 70 2664.603 '4" 71 2564.603 4" PAVEMENT MESSAGE (RR X -ING) EPDXY BROKEN LINE WHITE- EPDXY SOLID LINE WHITE- EPDXY $371.35 $0 42 '. 42 - - " " ' "- ' .. ........ 72 2564 603 4" 73 2 4" 74 2564.603 12" BROKEN LINE YELLOW- EPDXY DOUELE SOLID LINE YELLOW_ - EPDXY SoLIQ WHITE- EPDXY $0 44 50 © 7 _ LIN FT - _ LIN FT 70 - 2564.603 LINE $3.18 LIN FT 24" 76 2564.618 ZEBRA 77 2565.602 NMC STOP LINE WHITE -EPDXY CROSSWALK WHITE- EPDXY LOOP DETECTOR- 6'X15' $4.24 $2 65 $1 215.91 1111111111 $478 56 111111.1 $1,169.82 11111111 LIN FT SQ FT EACH ... ....... 78 2571.502 DECID OUS TREE 2.5" CAL B &B TREE EACH 79 25 71.602 TREE GRATE & FRAMES 80 2 573.602 INLET PROTECTION - FILTER AGGREGATE $106.35 EMS EACH 81 2575.505 SODDING TYPE LAWN 1 $2 39 MIN MIN SQ YD SUBTOTAL $37,904.89 $6,929.53 $6,929.$3 • CONTRACTORS PAY ESTIMATE 2003 STREET AND UTILITY IMPROVEMENTS HOPKINS, MN BMI PROJECT NO. T15.20896 S.A.P.132- 345.06 (5TH AVENUE) STORM SEWER NON- PARTICI x II,>,�, ai�tiv�iNAt�'::• `: ; , , : 01/1912004 PAGE 0 OF 10 • • 2 2101.502 CLEAR AND GRUB TREE 4 " -6" DIA $30,40.5 3 2101.502 CLEAR AND GRUB TREE 6" -12" DIA (1) (2) $.235 4 2101.502 CLEAR AND GRUB TREE 12 " -24" DIA (1) (2) $372.21 (1) (2) $.3 5 2101.602 ROOT CUTTING 6 2104.501 REMOVE CURB AND GUTTER ( (5) $106.35 .35 5 7 2104.501 REMOVE SEWER PIPE (STORM) (5) $1100,81 8 2104.505 REMOVE CONCRETE PAVEMENT M $8.90 9 2104.505 REMOVE BITUMINOUS PAVEMENT- DRIVEWAY/TRAIL $2.00 SQ YD 10 2104.509 REMOVE MANHOLE OR CATCH BASIN $212.20 EACH - 11 2104.509 REMOVE CASTING (1) (2) $160.10 6 EACH 12 2104,509 REMOVE SIGN $37.22 EACH 13 2104.509 REMOVE HANDHOLE (2) $209.02 EACH 14 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTI4) (1) (2) $5 32 LIN FT 15 2104.613 SAWING BIT PAVEMENT (FULL DEPTH) $2.55 LIN FT 16 2105,601 COMMON EXCAVATION (EV) (P) $10.67 CU YD 17 2105 507 SUBGRADE EXCAVATION (EV) (1) $12.45 CU YD 18 2105.525 TOPSOIL BORROW (CV) (1) $15.00 CU YD 19 2105.522 SELECT GRANULAR BORROW (CV) (1) $7,40 CU YD 2106.810 EXPLORATORY EXCAVATION (2) $212.20 HR 21 2211.603 AGGREGATE BASE CLASS 5- STREETS /ALLEYS (CV) (6) $22.94 CU YD 22 2211 503 AGGREGATE BASE CLASS 5- BIT TRAIL (CV) $39.15 CU YD 23 2232.601 MILL BITUMINOUS SURFACE (VARIABLE DEPTH) (3" AVG.) $1.07 SQ YD 24 2232.501 MILL BITUMINOUS SURFACE (FULL DEPTH) $2 80 SQ YD 25 2301,538 DOWEL BAR (1) (2) $6,90 EACH 28 2301.603 CLEAN, SAW AND SEAL CONCRETE PAVEMENT JOINTS (1) (2) $7.96 LIN FT 27 2331.608 ROUT, CLEAN AND SEAL BITUMINOUS JOINTS 3 LB 29 2350 501 ,BITUMINOUS WEAR COURSE- STREETS %DRIVEWAYS (MV4) $; 7 r--- TON 29 2350.501 BITUMINOUS WEAR COURSE- TRAILS (LV4) $82.00 TON 30 2350.502 BITUMINOUS NON - WEAR COURSE- STREETS /DRIVEWAYS (LV3) $37.05 TON 31 2350.505' BITUMINOUS MIXTURE FOR PATCHING (LV3) S J (MD $85.00 _ TON_ 32 2357,502. BITUMINOUS BITUMINOUS MATEAIAL FOR TACK COAT $2.35 GAL 33 2501,615 12" RC PIPE APRON WITH TRASH GUARD $684.35 3 4, 2503.541 12" RC PIPE SEWER CL V DESIGN 3008 (STORM) 35 2504.541 '15" RC PIPE SEWER CL V DESIGN 3008 (STORM) 38 2503.602 CONNECT TO EXISTING STORM SEWER 37 2504.602 ADJUST GATE VALVE AND BOX 38 2504.602 ADJUST CURB STOP AND BOX (1) (2) 39 2504.602 WET TAP 6" GATE VALVE 40 2504,802 SALVAGE SPRINKLER HEAD (1) (2) 41 2504.602 INSTALL SPRINKLER HEAD (1) (2) 42 2506.502 CONST DRAINAGE STRUCTURE DES 48.4020 43 2506,602 CONST DRAINAGE STRUCTURE DES 84.4020 44 2506.502 CONST DRAINAGE STRUCTURE DES 80 -4020 45 2506.502 CONST DRAINAGE STRUCTURE DES SD -1 48 2506,518 CATCH BASIN CASTING ASSEMBLY R- 3067 -V (STORM SEWE (1) (2) 47 2506.516 CATCH BASIN CASTING ASSEMBLY B -5 (STORM SEWER) (1) (2) 48 2508,518 MANHOLE CASTING ASSEMBLY A -7D (STORM SEWER) (1) (2) 49 2506.516 MANHOLE CASTING ASSEMBLY A -7 (SANITARY SEWER) (11(2) 50 2506.522 ADJUST FRAME AND RING CASTING _)ID 51 2506.602 RECONSTRUCT SANITARY MANHOLE INVERT 52 2506.603 RECONSTRUCT DRAINAGE STRUCTURE 53 2521.501 4" CONCRETE WALK () (4) (5) 54 2521.618 4" CONCRETE WALK SPECIAL (4) (8) 55 2531.501 CONCRETE CURB AND GUTTER DESIGN 8618 (5) _ 2531,501 CONCRETE CURB AND GUTTER DESIGN B624 57 2531. 616 8" CONCR PRECAST ETE PAVER PAVEMENT (DRIVEWAYSNALLEY GUTTER) (2) (4) (5) 58 540 59 2545.602 HANDHOLE 60 2545.603 2" PVC CONDUIT (SCHEDULE 40) 61 2545.603 2" PVC CONDUIT - DIRECTIONAL BORING 62 2563.601 TRAFFIC CONTROL 63 2564.631 F & 1 SIGN PANELS TYPE C 64 2564.602 'RELOCATE SIGN 5 2564.602 INSTALL TYPE 2 OBJECT MARKER _ 66 2564,602 PAVEMENT MESSAGE jLEFT ARROW) EPDXY ! 6 7 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) EPDXY 68 2564 602 PAVEMENT MESSAGE (THRU ARROW) EPDXY 89 2564.602 PAVEMENT MESSAGE (RR X -ING) EPDXY - 70 2564 603 4" BROKEN LINE WHITE- EPDXY CONTRACTORS PAY ESTIMATE 2003 STREET AND UTILITY IMPROVEMENTS HOPKINS, MN EMI PROJECT NO. T15.20896 S.A.P. 132. 346.06 (5TH AVENUE) +j� j�jC�(�� i�+�.�r (��y:Uf;•�; 4'^ U:'•':t�i�`i.`:FF "�t fiil' :i: '1'717,414111' Al5 iJ1�lYl I�G�I�IV•:j, •it'ii.� �4J Yy�t,(�„i i � :i . ��/ �.{ ` � �+y+�+ I ;WD§ \iCOWI i LE 11 •a• 4' f; f� �;� ii�•' •' I <'r, ; r '��la�ur;r�y'�R ;;�e��j� r I`iS•> :° � .'.i , SANITARY SEWER NON - PARTICIPATING 1 2021.501 MOBILIZATION 71 2564.603 4" SOLID LINE WHITE- EPDXY 72 2564.603 4" BROKEN LINE YELLOW- EPDXY 73 2584.803 4" DOUBLE SOLID LINE YELLOW-EPDXY - 74 - 2564.603 12" SOLID LINE WHITE- EPDXY 75 2564.603 24" STOP LINE WHITE -EPDXY 76 2564.618 ZEBRA CROSSWALK WHITE- EPDXY 77 2565.602 NMC LOOP DETECTOR- 6'X15' 78 2571.502 DECIDUOUS TREE 2.5" CAL B &B 79 2571.602 TREE GRATE & FRAMES 80 2573.602 INLET PROTECTION - FILTER AGGREGATE 81 2575 505 SODDING TYPE LAWN SUBTOTAL rf .,� \ itl ifiel3�oa �t 'Y:!'�fil•il�`i�!!�'i��� ( ( (1) $43.50 $50,93 $530.50 $159.16 $530.50 $3 $108.10 $108.10 51,316,64 $1,639.25 $2,450.61 5691.77 5307.69 $397.88 $210.08 $205.83 $212.20 $212.20 5265.25 $2.64 $4.39 $10,00 $21.75 $52.64 $5 25 $689.65 $5.31 $17.67 $14,000.00 $25.99 $37.22 579.76 $74.27 $74 27 $74.27 $371.35 $0.42 $0.42 $0.44 $0.87 $3.18 $4.24 $2.65 $1,215.91 $478.56 $1,169.82 $106.35 $2.39 0.01 LUMP SUM TREE TREE TREE TREE LIN FT LIN FT SQ YD EACH LIN FT LIN FT EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH $1,234,98 EACH EACH $212.20 LIN FT SQ FT SQ FT LIN FT LIN FT SO YD SQ FT EACH LIN FT LIN FT 0,01 LUMP SUM SQ FT EACH EACH EACH EACH EACH EACH LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT SQ FT EACH TREE EACH EACH SQ YD AM tii''AO ; i I $304.47 $960.60 $140.00 $Z852.25 E r 3.53 0.01 ST)MA ' C '.:1 II tPV 0,01 6 r $1,234.98 $749.07 $140 00 $3,389.12 $304.47 5960,60 i�yi13IFP "' �\ �� ,, - yF .ir:,.;, �VVMil.il.• � % ,`I�I�I's;M ^'Iii -',e �. ", a ail 0.01 304.47 J 01119/2004 $960.60 6 $1,234.98 8,34 $1,789.75 0 01 $140 00 $4,409.80 'PROJECT TOTAL $930,354.961 $848,700.691 $881,717.211 PAGE 9 OF 10 ' , 1 ti >: 1;. r 1', : 1 'i,1 •` J , d,1 .,` „ „ + J ..n,t� , »S�'} } ' t lJt i j'I? }L *!' II')) I »•} :.. }, il Y, ;.:•!d S +;) " /��c , }' iTE ,, ,d ,. -» ; }� , ;, i. ,'}.l; >d„•11t }I {�;�}< dd } „1, ?' }, •a >., ,i,ti,{Lc l � ,•,• '1) "' }} } } ;i � f z., A f tr , !1r, {..1.' ;,< >) , a ,1 ` I d•• .., r Y• + ,? , q� �,: ; '1 I I ' } ii ' 13e f Vl . ?, � . ? } !li ii I I ,` , J . 1 }, ` ? 3 Fr'`'}, +'•'t., l.,., nll,1l..I ,Z, 'f! 4. }, J • , , , +''r1,1 � :,'i >I'10•'iri,a'li, ., , • !I y, :�,; : ..I . S•�',, ,,.,, ., ',,,J 1 ,I 'i' r ` EIU) :,r, ,'�. 7, r t" .. i , r': •- nl; ;': r;t: I; +..' :.'n.0 1'} , ,. r. , ' '1: '. 1 `', ,t C � , ' 11a •( p + "1 , + ' ' y ', I, +.�'' ,1 {1 .,11,1 "y , , +'.��}I. ',},> .1 L`c ! t't'1 I }.Y 1� i1 '„i1, •I., .i • "tu :r t? ,li �. +I' f 1 .i` +; 1 <, li ,,;1!,, , r , :Z., I,;, :I. !:,: ,1. ','li,i :'•'' �,.+ 1 1 ?, ? �: ,II,'` }'` } ,•; ?'" ,,.ito; •, -A } IFI ?,',i,ti•''. } ?}! ).,I,i }. .'Y },1i '''. `�1 } ?.r•'1} I r ' 'i! + (1 >'' +', J. . »I yl1I, t'll 11 Y l.` 5. ; ?111 1}� „ #., t, .,1 , 1 I'r } ,h 8:, ',, •! ; +4:',,.,,'. `` }': -, >';��' - - -- - -- ,,, ,} 1. , vfi'}•" . I .,t, , , : , " >, . - 2021.501 MOBILIZATION -i 2 2101.502 CLEAR AND GRUB TREE 4 " -6 "DIA (1) (2) 3 2101.502 < , , .{ i. , > -� d � 1 �! 3 'a ( 1 � , ' . UNIT,?, , 1 J }, t i r „ -, ', { ' ,, 4 PR IC `d 1 . yt1l, i r 1! ., ,; 1 �' ,•»'! ?, .ur :' 4 f•'; $30,448.16 $106.35 } 1 1 '!y . u t , ' , , »r• .11 I' ,., ? , . , '}•'' • "' 1' f,:. d6 4 I, drry BAD , , ',I > ,, • Y , ,`I, ,,t '„t1'i>,1�VAIYTI �. �.,, T�lr'r< .««1.1 J ^ r" ' ., < , : •. r 1,1> '.i, � i. �'? "•'`�' ' ''' "., ' +. ,-•,,. > :? 1 t . ,, ? ,I1 1 ";j.t..A +r!• +rl, '- d'fI V ' S •.,1•,s :;t1! I • ., ' • q . , r , _'! .'i`'. • ?„� d t,.11, ,'e s �1 � Ol1Nf ' t ,,. � J ,v 1l•?<<? • ._ _ •, : � X + !'+ + . I�REV I t # ; ,s, .c .: ' 'r,;, C . }` ,>r f ' +� }. • }1. f 1 I, {`' ' , ,,'. . ''' , t' n S;: ,YJ - - - -- --- - i' > ' • t � '} s ': :, t,.li ' . , }: � >rti•id `v: i'.. \` '�; ,J �dl l i �M,. •, PR I� :�. ,sr s ?i3r L µ.) h • t7; 1 "'t';';'I, i Y d.. �S MN C:i .a` d �, } ?; �.. I'' i!} -• F ti'}I, i - • , <Yj i t , 1 >i ,t, t l • �f; }'!', # %f;tt:. }efi , ? - -- ' : E -�- > ITT' ';Y 'N`YY'I:��... „G`OMPLd;� • ✓ `. • , I + �- ' ' i . 3 ' P , .}6 ?!''1 ,,, - - - - -- f•.. - j �` � 1 !'', � t , 3'3, >, `It, :'I y , t i i,• ? • i,1 , » , , : }T � I ,,. };';.: H n,j� , : >. }, ,�.. , 17 } ? ' , >x; �+j..{ � �Vll 1 l i`,.a1 ' #Y + >„j•'r' J, 'f;' .'!,; ?. >t :`,a' }>; ,r,> �; I �11.(�t t` {�,+ } $,, , <1, ,,: dS + ?PROJECTTOTAL,!'\ , +•a N,1n•, ^'; ' 1. }.'° i` ' > 1 ' •I•1111 1 1 . „ a .11'.h t l:'.. .i , - - LUMP SUM TREE , P,ROJ E�T,�TOI`A a,. . + 'i Lv t } I • : ' ? 'd „> ,.,.; , - }'> , t .. < i 1 +`1 is'• , , - -- _ - $30,448.15 $108,35 1.00 $30,448.15 1.00 $30,448,1 1 _ CLEAR AND GRUB TREE 6"•12" DIA (1) (2) 4 2101.502 $372.21 1 TREE $372.21 $106.35 CLEAR AND GRUB TREE 12" -24" DIA (1) (2) 5 2101,602 ROOT $797.61 1 TREE $797,81 CUTTING (1) (2) 6 2104.501 REMOVE $106 35 23 TREE $2,446 05 19 $2,020.65 19 CURB AND GUTTER 7 2104.501 • - • - 5 $2.65 $10,61 7135 LIN FT $18 6382 184 $18912 6382 184 $2 $16,912.3 $1 952.24 $1,952.24 _ 8 2104.505 REMOVE CONCRETE PAVEMENT (1) (2) $8.90 IINIECI LIN FT ® SQ YD $2,015.90 $20 75 1921 $17 2057 " 186_9 - V - __ $18,309.97 _ - -- $3,738. t 40 5 9 2104.505 REMOVE BITUMINOUS PAVEMENT- DRIVEWAY/TRAIL ' $2.00 1383.4 SQ YD _ _ $2 80 $1081 00 _ 1759 __ ^ $3 } 516 . 00 5 -- - $1061.00 10 2104.509 REMOVE MANHOLE OR CATCH BASIN - 11 2104.609 REMOVE _ _ $212,20 5 EACH CASTING ( ( 12 2104.509 $160.10 13 EACH $2,081.30 11 $1,761.10 11 $1,061, $1,781.10 REMOVE SIGN 13 2104,509 $37.22 2 EACH $74.44 2 $74,44 2 REMOVE HANDHOLE (2) 14 2104.611 $209 02 4 EACH $838,08 5 $1,045.10 $74,44 b SAWING CONCRETE PAVEMENT (FULL DEPTH) (1) (2) 15 2104.513 $5.32 540 LIN FT $2,904.72 1022 $5,437.04 1088.68 $1,045.10 $5,844.98 SAWING BIT PAVEMENT (FULL DEPTH) 18 2105.501 $2.65 5016 LIN FT $12,790.80 5214 $13,295.70 5214 COMMON EXCAVATION EV P 17 2105 507 . 1: -7. 1 7 ' • $10.67 $12.45 4310 1480 CU YD CU YD $45 4310 014 458 $46 431046 710 45 13 987.7 $6,839.50 $8,870.0 18 2105.525 19 2105.522 20 2105.610 V 01 $18,426 00 $7,644,30 $6 OPSOIL BORROW CV 1 ELECT GRANULAR BORROW (CV) (1) $15.00 378 1480 CU YD $b $7.40 CU YD $10,952.00 ' 1.5 3058 68 $318 30 80 1.6 3073.39 7x.30 $592.00 $318.30 $70,503.57 $2 911.98 XPLORATORY EXCAVATION 2 _ 21 2211.503 AGGREGATE BASE CLASS 5- STREETS /ALLEYS (CV) (6) 22 2211.503 $212.20 $22.94 6 3115 HR CU YD $1,273.20 $71,468.10 $70,150.52 $2,862.20 _ AGGREGATE BASE CLASS 5- BIT TRAIL (CV $39,15 _ $1.07 $2.00 60 Wm 9850 440 200 2810 CU YD $2,349,00 2232.501 MILL BITUMINOUS SURFACE (VARIABLE DEPTHj3" AVG.) SQ YD $12,187.3 8469 $9,081.83 ^ 9889,19 10,581.4 24 2232.501 MILL BITUMINOUS SURFACE (FULL DEPTH) SQ YD $27,580.00 9632 $28,969.80 _ 9858.45' $27 603.8 25 2301.538 DOWEL BAR 1 2 26 2301.603 CLEAN, SAW AND SEAL CONCRETE PAVEMENT JOINTS (1) (2) _ 27 2331.608 ROUT, CLEAN AND SEAL BITUMINOUS JOINTS 28 2350.601 $6.90 _ 7.98 02.13 EACH LIN FT LB 1063 $2,264.19 $1,692.00 $5,559,30 1063 $2,264 19 BITUMINOUS WEAR COURSE- STREETS /DRIVEWAYS (MV4) 29 2350.501 BITUMINOUS WEAR COURSE- TRAILS (LV4) _ 30 2350.502 BITUMINOUS NON -WEAR COURSE- STREETS /DRIVEWAYS (Ly3)� 31 2350.BITUMINOUS 505 BIT MIXTURE FOR PATCHING LV3 1 (2 7 �32 2357.502 BITUMINOUS MATERIAL $36.47 3332 55 2037 150 1965 J 11111E I�. 79 TON $121,518.04 �� $3,810.00 _$75,470 85 $12,750 00 3122.94 71 fl7 2036,85 ' 64 72 _1890 -� 1 206 80 2 17 19 $113,893.63 3126.65 $114,028,9 $62.00 $37.05 $85.00 $2.35 $684.35 MEM $50.93 TON TON TON GAL $4,462.14 _ _ _ $75 457.89 - 4 $5,501.20 __ 81 47 _ 2010.57 94,06 1 890 �- 1 $5 $74 825.07 - -- $7,995.10 _ $4,441.50 '--- -_ 684.35 FOR TACK COAT 33 2501.515 12" RC PIPE APRON WITH TRASH GUARD _ 24 2503.541 12" RC PIPE SEWER CL V DESIGN 3008 STORM 35 2504,541 15" RC PIPE SEWER CL V DESIGN 3006 (STORM) _ $4 75 $884 - '$13,398 _ $4 '� EACH LIN FT $664 00 $8 314 80 2 '- $13,659.00 $4,074.40 $1,061.00 $2 705.55 $10,078.6 954.90 $4,023.47 $4,074.40 $1,061.00 36 2503.602 CONNECT TO EXISTING STORM SEWER - 37 2504.602 ADJUST GATE VALVE AND BOX ~ 38 2504.602 ADJUST CURB STOP AND BOX ) (2) 39 $530.50 159.15 $530.50 4 ® 5 EACH $2,122.00 EACH EACH $2 $2,705.55 17 19 9 $2 $10 $318.30 2504.602 WET TAP 8" GATE VALVE 40 2504.602 SALVAGE $3 183.00 $106,10 $106.10 2 MU EACH EACH $8,368.00 SPRINKLER HEAD 1 2 41 2504.602 INST' LL PRINKLER HEAD ) (2) 42 $106.10 3 3 2 EACH $106,10 318.30 $2,631.28 9 2 954.90 $2,831.26 2506.502 CONST DRAINAGE STRUCTURE DES 48 -4020 $1,315.64 EACH $5,262.56 _ 43 2506.502 CONST DRAINAGE STRUCTURE DES 54 -4020 $1,639.25 8 EACH $1,638.25 1 $1,639.25 1 $1,639.2 _ 4444 2506.502 CONST DRAINAGE STRUCTURE DES 60- 4020 $2,450.91 $891.77 EACH $2 450.91 1 $2,450.91 1 $2,450.91 45 2506.502 CONST DRAINAGE STRUCTURE DES SD -1 �• EACH $2 , 7 67 08 5 '� $3,458.85 5 $3 458,85 _ 46 2506.518 CATCH BASIN CASTING ASSEMBLY R- 3067- ViSTOR - SEWE (1) (2) $307.69 EACH 2,461.52 8 4 $1,846.14 $1,591.52 6 4 $1,848.14 $1 591.52 $210.08 47 2506.516 CATCH BASIN CASTING ASSEMBLY B -5 STORM SEWER 1 2 48 2506 516 MAN OLE CASTING $397.88 $210.08 $205.83 1 0 4 EACH $1,591.52 _ ASSEMBLY A -7D STORM SEWER 1 2 49 2506.516 MANHOLE CASTING ASSEMBLY A -7 (SANITARY SEWER) " 112 50 2506.522 ADJUST FRAME AND RING CASTING I (J 5 6 18 EACH 11,050.40 1 $210.08 1 EACH EACH $1,234.98 $3,819.80 6 24 3.53 $1,234.98 $5,092.80 a 24 $1,234.98 - $5,092.60 $1,789,75 51 25 2 RECONSTRUCT SANITARY MANHOLE INVERT 1 EACH EACH EACH I 12 ; 5L ft-f-,gg-E1:11g121: $212.20 $749,07 6.34 52 2506,603 RECONSTRUCT DRAINAGE STRUCTURE 5265,25 3.1 5822,26 15563 _ a $41,086.3 53 2521.501 4" CONCRETE WALK I (5 52.64 1639C $43,269,80 $41,086.32 15563 54 2521,618 4 CONCRETE WALK SPECIAL 4 (8 $4.39 3998 817,551.27 2948.6 $12,943.92 2948.6 $12,943 92 55 2631.501 CONCRETE CURB AND GUTTER DESIGN B618 5 $10.00 7145 878 4423 4 $71,450.00 __7026 727 � - 904 76 1032 4 $70,260.00 812 15.2b - $47,627.62 7026 $70 ' 260 .01 -- -- .2 _$15,812,2'' - $47 56 2531.501 CONCRETE CURB AND GUTTER DESIGN B624 57 2531,507 8" CONCRETE PAVEMENT (DRIVEWAVSNALLEY� GUTTER) _(/ (4 (5) 58 2540.918 PRECAST PAVER $21.75 _� $552.64 $5.25 0689.85 098 19 5 ; -�� $23 - 727 904,78 $5 $2,758.60 1032 4 ' 5, 4 18.00 $2,758.60 _ 59 2545 602 HANDHOLE $2,768,60 60 2545.603 2" PVC CONDUIT SCHEDULE 40 $5.31 600 $3,188 00 , 565 $3 000.15 61 2545,603 2" PVC CONDUIT - DIRECTIONAL BORING 2) (3 62 $17.67 $14,000.00 $25.99 $37.22 $79.76 $74.27 $74.27 155 1 8 2 $2,738.85 113 1 $1,998.71 $14 113 1 $1 996.71 •14 000.01 _ 2583.601 TRAFFIC CONTROL 63 2564.531 F & 1 SIGN PANELS TYPE C 84 2564.602 RELOCATE SIGN 65 2564.602 INSTALL TYPE 2 OBJECT MARKER 66 2584.602 PAVEMENT MESSAGE (LEFT ARROW) EPDXY 87 2564 602 PAVEMENT MESSAGE (RIGHT ARROW) EPDXY -- $14 $207 92 13 $350 13.5 $350.87 $111.66 $74 $470 $2417 08 $222 2 $7444 3 2 4 _ $150 2 $207 - ---- $159.52 - ---" - 1297.08 3 4 $222 3 $297 4 $222.81 $297.08 68 2564 602 PAVEMENT MESSAGE THRU ARROW EPDXY 89 2564.602 PAVE ENT MESSAGE (RR X•ING) EPDXY 70 $74.27 •371.35 4 3 5511 $297 06 3 $1 3 $1,114.05 $464.94 $1 2584.603 4" BROKEN LINE WHITE- EPDXY 71 2584.603 4" SOLID LINE WHITE- EPDXY $0.42 $0.42 $0.44 $0.87 $3.18 ' $4.24 170 980 625 2530 170 45 $71.40 1107 $464 1107 $411 330 5£i 40 $14 _ 330 $174 ; $169 60 40 _ __ i5,1711.?, - - 2 $174.90 - •- ^- - $169.60 $6,487.20 __ __ $12,159.10 _ 72 2684.603 4" BROKEN LINE YELLOW- EPDXY 73 2564.603 4" DOUBLE SOLID LINE YELLOW -EPDXY • 74 2 504.603 12" SOLI'DLINE WHITE- EPDXY 75 2564,653 24" STOP LINE WHITE -EPDXY - • - -• • - . ' $275 00 $540 ('0 $190 76 2564.818 ZEBRA CROSSWALK WHITE- EPDXY $2.65 2478 SQ FT $6 2448 $6 2448 $12 -'! 10 77 2565.602 NMC LOOP DETECTOR-13%15' $1,215.91 16 EACH 519 _ 10 6 1 6084 78 2571.602 DECIDUOUS TREE 2.5" CAL B &B 478.56 24 8 TREE $11 24 $11,485.44 79 2571.602 TREE GRATE & FRAMES $1,169.82 EACH $9 $9 8 $106 1 $9,358.58 $106.35 80 2573.602 INLET PROTECTION - FILTER AGGREGATE 81 2575,505 SODDING TYPE LAWN (1) $106.35 $2.39 18 3720 EACH $1 SQ YD $8 14,541.43 6641,28 $15,872.66 SUBTOTAL CONTRACT $888 $779,835.83 811.752,35 SUPPLEMENTAL AGREEMENT NO. 1 1 2504.602 DELETE WET TAP 6" GATE VALVE $3,183 00 $3,343.20 $750.00 $550 00 2 cr7 EACH 5 4 ($8,368.00 2504.602 CUT IN 6" GATE VALVE _ 3 2504 602 CURB STOP BOX _ 4 2508 602 RECONSTRUCT MANHOLE EACH $16 00 18718 5 $16 716 00 EACH EACH $3 $1,100.00 3000 4 2 $3 000.00 $1,100.00 5 2540.618 DELETE PRECAST PAVER $5 25 -3317 LIN FT 6 2540 618 PRECAST PAVER (HLO HOPKINS BLEND) $5.45 3317 LIN FT $18 3576 $19 3578 $19,489.21 7 2545.601 STREET LIGHT REWIRING $828.00 1 LUMP SUM $826.00 1 $828 1 $828.00 SUBTOTAL SUPPLEMENTAL AGREEMENT NO. 1 $15,941.40 40,033.20 $41 SUPPLEMENTAL AGREEMENT NO. 2 1 2104 509 REMOVE POLE FOUNDATION $175 00 6 EACH $1 6 51 8 $1,050.00 21 05 501 COMMON EXCAVATION EV $ 11 . 98 NNW �• 8,35 CU YD $2,036 60 170 $2,036.60 170 $835,00 8.35 $2,036.60 $835.00 3 2111.501 TEST ROLLING $100 RD STA $835.00 8.35 4 2112.501 SUBGRADE PREPARATION - 5 $100 RD STA 835.00 8 35 $835.00 8.35 $835.00 2232 601 MILL BITUMINOUS SURFACE (VARIABLE DEPTH) L3" AVG.) $1.07 - 3041 SQ YD ($3,253.87 ' 6 2232.601 MILL BITUMINOUS SURFACE (FULL DEPTH) $2 3041 SQ YD $8,514.80 3041 $8,514.60 3041 $8,614.80 7 2350.502 BITUMINOUS NON -WEAR COURSE- STREETS /DRIVEWAYSSLV3) $37 419.98 TON $15,560 28 419.98 $15,560.26 419.98 $15,560 2 SUBTOTAL SUPPLEMENTAL AGREEMENT NO.2 525,577.79 ___ ^ - � $29,931.66 2J831.6 PROJECT TOTALS $930,354.96 $848,700.69 $881,777.27 II CONTRACTORS PAY ESTIMATE 2003 STREET AND UTILITY IMPROVEMENTS HOPKINS, MN EMI PROJECT NO. T15.20896 S.A.P. 132 - 345.06 (5TH AVENUE) W00 ,� [ �27 I► 1Y���,y� y id > y. ��� y/ y� '•' � 1yi �'�. PROJECT TOTALS 01/19/2004 PAGE 10 OF 10 • • To: Valley Paving, Inc. And To: CITY OF HOPKINS RESPONSIBILITIES: o s +c v 2vn C. M i t.e__14 e C r M Arno, c CERTIFICATE OF FINAL COMPLETION City Project 02 -10 Contractor Valley Paving, Inc. Contract For 2003 Street and Utility Improvements Contract Date April 2, 2003 This Certificate of Final Completion applies to all work under the contract documents. The work to which this certificate applies has been inspected by the City of Hopkins, and that the work, done in accordance with the contract, is hereby declared to be complete on January 14, 2004 OWNER — The owner assumes responsibility for operation and maintenance of inplace improvements. CONTRACTOR — The contractor shall be responsible for any damages or failure of the above - referenced improvements throughout the specified warranty period other than that which may be attributable to normal wear and tear. Contractor accepts this Certificate of Final Completion on , 2004 , 2004 The City of Hopkins accepts this certificate of final completion on Valley Paving, Inc. Contractor Owner CITY OF HOPKINS By Eu �r,2 .S o V ) L+_., A46, r-