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CR 2013-013 Accept Improvements and Authorize Final Payment - 2011 Street and Utility ImprovementsCa City of Hopkins February 5, 2013 Council Report 2013-013 Accept Improvements and Authorize Final Payment 2011 Street and Utility Improvements City Proiect 2010-10 Proposed Action Staff recommends approval of the following motion: adopt Resolution 2013-006, accepting improvements and authorizing final payment, 5h Street South Street and Utility Improvements, City Project 2010-10. 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 2013-006 accepting the improvements and authorizing the final payment in the amount of $1,000.00. Supporting Documents • Final pay request • Resolution 2013-006 R. Bradford, P.E. City Engineer Financial Impact: $1,000.00 Budgeted Y/N Y Source: MSA, PIR, Utility Funds, Assessments Related Documents (CIP, ERP, etc.): CIP, Feasibility Study Notes: E:\Council Reports\2013\CR2013-013 Accept Improvements 2011 Street Improvements.doc CONTRACTOR'S FINAL PAY REQUEST NO. 8 DISTRIBUTION: 2011 STREET & UTILITY IMPROVEMENTS CONTRACTOR (2) OWNER (2) CITY PROJECT NO. 10-10 ENGINEER (1) CITY OF HOPKINS, MN IBMI PROJECT NO. T16.102570 TOTAL AMOUNT BID PLUS APPROVED CHANGE ORDERS $1,870,114.35 TOTAL, COMPLETED WORK TO DATE $1,758,003.79 RETAINED PERCENTAGE ( 0%) $0.00 TOTAL AMOUNT OF OTHER PAYMENTS OR (DEDUCTIONS) ($2,028.00) $2/cy deduct for topsoil (1014 cy total) NET AMOUNT DUE TO CONTRACTOR TO DATE $1,755,975.79 TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES $1,754,975.79 PAY CONTRACTOR AS ESTIMATE NO. 7 $1,000.00 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: Midwest Asphalt Corporation P.O. Box 5477 Hopkins, MN 55343 _- (-- y (/ - Name Title Date SHIRLEY M. EIDEV, SECRETARY Approved Contractor's Surety CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT: ENGINEER: BOL ON & MENK,, INC., 12224 NICOLLET AVENUE, BURNSVILLE, MN 55337. By Z1 f �'� PROJECT ENGINEER Date A 3 APPROVED FOR PAYMENT: OWNER: By Name Title Date And Name Title Date Final Pay Estimate No.: 2011 STREET & UTILITY IMPROVEMENTS CITY PROJECT NO. 10-10 CITY OF HOPKINS, MN BMI PROJECT NO. T16.102570 WORK COMPLETED THROUGH NOVEMBER 16. 2012 ITEM NO. ITEM UNIT PRICE AS BID ESTIMATED QUANTITY- ESTIMATED . AMOUNT PREVIOUS ESTIMATE ESTIMATEDESTIMATED QUANTITY AMQUNT COMPLETED TO DATE ESTIMATED ESTIMATED QUANTITY AMOUNT 1 MOBILIZATION $65,000.00 1 LUMP SUM $65,000.00 1.00 LUMP SUM $65,000.00 1.00 LUMP SUM $65,000.00 2 CLEAR AND GRUB TREE $255.00 15 EACH $3,825.00 18 EACH $4,590.00 18 EACH $4,590.00 3 REMOVE BITUMINOUS CURB $0.45 2710 LIN FT $1,219.50 2,379 LIN FT $1,070.55 2,379 LIN FT $1,070.55 4 REMOVE CONCRETE BLOCK CURBING $2.50 755 LIN FT $1,887.50 1,463 LIN FT $3,657.50 1,463 LIN FT $3,657.50 5 REMOVE B618 CONCRETE CURB AND GUTTER $2.80 6540 LIN FT $18,312.00 5,113 LIN FT $14,316.40 5,113 LIN FT $14,316.40 6 MILL BITUMINOUS PAVEMENT FULL -DEPTH $2.00 29256 SQ YD $58,512.00 29,256 SQ YD $58,512.00 29,256 SQ YD $58,512.00 7 MILL BITUMINOUS PAVEMENT 2" DEPTH $10.00 690 SQ YD $6,900.00 720 SQ YD $7,200.00 720 SQ YD $7,200.00 8 REMOVE BITUMINOUS PAVEMENT DRIVEWAYS/TRAIL $3.001 982 SQ YD $2,946.00 1,068 SQ YD $3,204.00 1,068 SQ YD $3,204.00 9 REMOVE CONCRETE PAVEMENT WALK/DRIVEWAYNALLEY GU $6.00 2323 SQ YD $13,938.00 1,465 SQ YD $8,790.00 1,465 SQ YD $8,790.00 10 SAW -CUT BITUMINOUS PAVEMENT $3.00 755 LIN FT $2,265.00 155 LIN FT $465.00 155 LIN FT $465.00 11 SAW -CUT CONCRETE PAVEMENT $5.00 1178 LIN FT $5,890.00 1,353 LIN FT $6,765.00 1,353 LIN FT $6,765.00 12 BITUMINOUS WEAR COURSE STREETS SPWEB340C $100.00 90 TON $9,000.00 115 TON $11,500.00 115 TON $11,500.00 13 BITUMINOUS WEAR COURSE STREETS SPWEA240C $65.00 2650 TON $172,250.00 2,676 TON $173,940.00 2,676 TON $173,940.00 14 BITUMINOUS NON WEAR COURSE STREETS SPNWB2306 $54.00 3520 TON $190,080.00 3,753 TON $202,662.00 3,753 TON $202,662.00 15 BITUMINOUS MATERIAL FOR TACK COAT $3.00 1760 GAL $5,280.00 1,060 GAL $3,180.00 1,060 GAL $3,180.00 16 3" BITUMINOUS DRIVEWAY & TRAIL PAVEMENT SPWEA240C $23.00 716 SQ YO $16,468.00 856 SQ YD $19,688.00 856 SQ YD $19,688.00 17 TEMPORARY BITUMINOUS CURB EDGE TRANSITION $5.001 1040 LIN FT $5,200.00 LIN FT LIN FT 18 AGGREGATE BASE CLASS 5 $7.50 19399 TON $145,492.50 16,170 TON $121,275.00 16,170 TON $121,275.00 19 AGGREGATE BASE CLASS 2 DRIVEWAY & TRAIL SURFACING $30.00 138 TON $4,140.00 48 TON $1,440.00 48 TON $1,440.00 20 SELECT GRANULAR BORROW $18.00 2470 CU YD $44,460.00 1,218 CU YD $21,924.00 1,218 CU YD $21,924.00 21 SUBGRADE EXCAVATION $12.00 2470 CU YD $29,640.00 2,911 CU YD $34,932.00 2,911 CU YD $34,932.00 22 COMMON EXCAVATION $11.75 10929 CU YD $128,415.75 10,929 CU YD $128,415.75 10,929 CU YD $128,415.75 23 EXPLORATORY EXCAVATION $110.00 32 HOUR $3,520.00 23 HOUR $2,475.00 23 HOUR $2,475.00 24 MODULAR BLOCK RETAINING WALL $41.00 70 SQ FT $2,870.00 53 SQ FT $2,173.00 53 SQ FT $2,173.00 25 4" CONCRETE WALK $3.501 15596 SQ FT $54,586.00 14,044 SQ FT $49,154.00 14,044 SQ FT $49,154.00 26 B618 CONCRETE CURB & GUTTER $9.30 8990 LIN FT $83,607.00 9,943 LIN FT $92,469.90 9,943 LIN FT $92,469.90 27 B618 CONCRETE CURB & GUTTER - SPOT REPLACEMENT $18.00 1381 LIN FT $24,858.00 669 LIN FT $12,042.00 669 LIN FT $12,042.00 28 B618 CONCRETE CURB & GUTTER - WATER SERVICE REPLACEP $18.00 1425 LIN FT $25,650.00 751 LIN FT $13,518.00 751 LIN FT $13,518.00 29 6" RESIDENTIAL CONCRETE DRIVEWAY PAVEMENT $45.00 925 SQ YD $41,625.00 919 SO YD $41,355.00 919 SQ YD $41,355.00 30 7" CONCRETE CROSS GUTTER $50.00 85 SQ YO $4,250.00 43 SQ YD $2,150.00 43 SQ YD $2,150.00 31 8" COMMERCIAL CONCRETE DRIVEWAY PAVEMENT $52.00 209 SQ YD $10,868.00 179 SQ YD $9,308.00 179 SQ YD $9,308.00 32 10" CONCRETE STREET PAVEMENT $255.00 40 CU YD $10,200.00 37 CU YD $9,435.00 37 CU YD $9,435.00 33 ADJUST CASTING $650.001 17 EACH $11,050.00 8 EACH $5,200.00 8 EACH $5,200.00 34 NEENAH R-1733 SANITARY SEWER MH CASTING ASSEMBLY $950.00 29 EACH $27,550.00 26 EACH $24,700.00 26 EACH $24,700.00 35 NEENAH R-1733 STORM SEWER MH CASTING ASSEMBLY $800.00 15 EACH $12,000.00 15 EACH $12,000.00 15 EACH $12,000.00 36 NEENAH R -3067V STORM SEWER CB CASTING ASSEMBLY $500.00 20 EACH $10,000.00 26 EACH $13,000.00 26 EACH $13,000.00 37 NEENAH R-2540 STORM SEWER CB CASTING ASSEMBLY $550.00 4 EACH $2,200.00 3 EACH $1,650.00 3 EACH $1,650.00 38 NEENAH R -3462-B STORM SEWER CB CASTING ASSEMBLY $650.00 2 EACH $1,300.00 EACH EACH 39 TRAFFIC CONTROL $8,800.00 1.00 LUMP SUM $8,800.00 1.00 LUMP SUM $8,800.00 1.00 LUMP SUM $8,800.00 40 4" BROKEN LINE YELLOW - EPDXY $0.10 480 LIN FT $48.00 435 LIN FT $43.50 435 LIN FT $43.50 41 4" SOLID LINE YELLOW - EPDXY $0.401 140 LIN FT $56.00 140 LIN FT $56.00 140 LIN FT $56.00 42 4" DOUBLE SOLID LINE YELLOW - EPDXY $0.80 142 LIN FT $113.60 115 LIN FT $92.00 115 LIN FT $92.00 43 12" SOLID LINE YELLOW - EPDXY $5.00 50 LIN FT $250.00 39 LIN FT $195.00 39 LIN FT $195.00 44 CROSSWALK BLOCK WHITE - EPDXY $80.00 49 EACH $3,920.00 29 EACH $2,320.00 29 EACH $2,320.00 45 TRUNCATED DOMES PEDESTRIAN RAMPS $30.00 424 SQ FT $12,720.00 300 SQ FT $9,000.00 300 SQ FT $9,000.00 46 ORANGE CONSTRUCTION FENCE W/ POSTS $2.25 830 LIN FT $1,867.50 671 LIN FT $1,509.75 671 LIN FT $1,509.75 47 SILT FENCE $3.00 2812 LIN FT $8,436.00 1,992 LIN FT $5,976.00 1,992 LIN FT $5,976.00 48 INLET PROTECTION $140.00 59 EACH $8,260.00 44 EACH $6,160.00 44 EACH $6,160.00 49 PREMIUM TOPSOIL BORROW $13.001 1800 CU YD $23,400.00 1,014 CU YD $13,182.00 1,014 CU YD $13,182.00 50 LAWN TYPE SOD $3.80 6770 SQ YD $25,726.00 6,292 SQ YD $23,909.60 6,292 SQ YD $23,909.60 51 SALT RESISTANT SOD $4.00 450 SQ YD $1,800.00 SQ YD SQ YD 52 ISEED MIXTURE 240 $3.001 80 LB $240.00 16 LB $48.00 16 LB $48.00 Final Pay Estimate No.: 2011 STREET & UTILITY IMPROVEMENTS CITY PROJECT NO. 10-10 CITY OF HOPKINS, MN BMI PROJECT NO. T16.102570 WORK COMPLETED THROUGH NOVEMBER 16. 2012 ITEM NO. 53 ITEM SEED MIXTURE 260 UNIT PRICE $2.00 AS BID ESTIMATED QUANTITY 110 LB ESTIMATED AMOUNT $220.00 PPREVIOUS ESTIMATE I ESTIMATED ESTIMATED QUANTITY AMOUNT 70 LB $140.00 COMPLETED TO DATE ESTIMATED: " ESTIMATED QUANTITY AMOUNT 70 LB $140.00 54 CATEGORY 1 EROSION CONTROL BLANKET $2.50 2718 SO YD $6,795.00 4,064 SQ YD $10,160.00 4,064 SQ YD $10,160.00 55 CATEGORY 5 EROSION CONTROL BLANKET $3.00 962 SQ YD $2,886.00 650 SQ YD $1,950.00 650 SQ YD $1,950.00 56 PRIVATE LANDSCAPING ALLOWANCE SPRINKLERS, TREES, MI $25,000.001 1.00 LUMP SUM $25,000.00 0.6965 LUMP SUM $17,412.34 0.6965 LUMP SUM $17,412.34 57 DECIDUOUS TREE - 2" B&B SUGAR MAPLE $270.00 3 EACH $810.00 1 EACH $270.00 1 EACH $270.00 58 DECIDUOUS TREE - 2" B&B WHITE OAK $270.00 3 EACH $810.00 1 EACH $270.00 1 EACH $270.00 59 DECIDUOUS TREE - 2" B&B PARKWAY NORWAY MAPLE $240.00 3 EACH $720.00 4 EACH $960.00 4 EACH $960.00 60 DECIDUOUS TREE - 2" B&B RED OAK $270.00 3 EACH $810.00 1 EACH $270.00 1 EACH $270.00 61 DECIDUOUS TREE - 2" B&B GREENSPIRE LINDEN $250.00 3 EACH $750.00 1 EACH $250.00 1 EACH $250.00 62 DECIDUOUS TREE - 2" B&B CATHEDRAL ELM - DISEASE RESIST $270.00 5 EACH $1,350.00 7 EACH $1,890.00 7 EACH $1,890.00 63 SALVAGE & REINSTALL TRAFFIC SIGNS $4,400.00 1.00 LUMP SUM $4,400.00 1.00 LUMP SUM $4,400.00 1.00 LUMP SUM $4,400.00 64 RELOCATE PARK LIGHTING ELECTRICAL CONTROL PANEL $2,500,001 1.00 LUMP SUM $2,500.00 1.00 LUMP SUM $2,500.00 1.00 LUMP SUM $2,500.00 65 REMOVE SANITARY MANHOLE $360.001 9 EACH $3,240.00 9 EACH $3,240.00 9 EACH $3,240.00 66 REMOVE SANITARY SEWER MAIN $3.001 280 LF $840.00 387 LF $1,161.00 387 LF $1,161.00 67 8"X6" PVC WYE $85.001 12 EACH $1,020.00 13 EACH $1,105.00 13 EACH $1,105.00 68 10"X6" PVC WYE $150.00 1 EACH $150.00 1 EACH $150.00 1 EACH $150.00 69 6" PVC PIPE SEWER SERVICE SANITARY $23.00 435 LF $10,005.00 405 LF $9,315.00 405 LF $9,315.00 70 8" PVC PIPE SEWER SANITARY $22.00 295 LF $6,490.00 319 IF $7,018.00 319 LF $7,018.00 71 10" PVC PIPE SEWER SANITARY $105.00 10 LF $1,050.00 10 LF $1,050.00 10 LF $1,050.00 72 8" DI PIPE SEWER SANITARY $41.00 20 LF $820.00 20 LF $820.00 20 LF $820.00 73 48" SANITARY SEWER MANHOLE $2,400.00 8 EACH $19,200.00 8 EACH $19,200.00 8 EACH $19,200.00 74 60" SANITARY SEWER MANHOLE $4,000.00 1 EACH $4,000.00 1 EACH $4,000.00 1 EACH $4,000.00 75 CONNECT TO EXISTING SANITARY SEWER PIPE $110.00 20 EACH $2,200.00 20 EACH $2,200.00 20 EACH $2,200.00 76 CONNECT TO EXISTING SANITARY SEWER SERVICE PIPE $130.00 14 EACH $1,820.00 37 EACH $4,810.00 37 EACH $4,810.00 77 6" PVC SERVICE CLEANOUT $210.00 3 EACH $630.00 2 EACH $420.00 2 EACH $420.00 78 RECONSTRUCT SANITARY MANHOLE INVERT $665.00 2 EACH $1,330.00 3 EACH $1,995.00 3 EACH $1,995.00 79 REMOVE HYDRANT & VALVE $260.00 13 EACH $3,380.00 13 EACH $3,380.00 13 EACH $3,380.00 80 REMOVE MAINLINE VALVE $51.00 9 EACH $459.00 8 EACH $408.00 8 EACH $408.00 81 REMOVE 3" SERVICE VALVE $1,000.00 1 LUMP SUM $1,000.00 1.00 LUMP SUM $1,000.00 1.00 LUMP SUM $1,000.00 82 REMOVE WATERMAIN $1.00 257 LF $257.00 208 LF $208.00 208 LF $208.00 83 REMOVE EXISTING CORPORATION STOP $260.00 5 EACH $1,300.00 3 EACH $780.00 3 EACH $780.00 84 ADJUST VALVE BOX $185.00 4 EACH $740.00 6 EACH $1,110.00 6 EACH $1,110.00 85 CONNECT TO EXISTING WATERMAIN $310.00 23 EACH $7,130.00 28 EACH $8,680.00 28 EACH $8,680.00 86 HYDRANT $3,500.00 14 EACH $49,000.00 14 EACH $49,000.00 14 EACH $49,000.00 87 6" DI PIPE WATERMAIN $22.00 598 LIN FT $13,156.00 643 LIN FT $14,146.00 643 LIN FT $14,146.00 88 6" GATE VALVE & BOX $1,550.00 24 EACH $37,200.00 26 EACH $40,300.00 26 EACH $40,300.00 89 16" BUTTERFLY VALVE & BOX $5,000.00 1 EACH $5,000.00 EACH EACH 90 TEMPORARY WATER SERVICE $400.001 2 EACH $800.00 2 EACH $800.00 2 EACH $800.00 91 1" CORPORTATION STOP & BOX $205.00 2 EACH $410.00 6 EACH $1,230.00 6 EACH $1,230.00 92 1" TYPE K COPPER $19.50 3550 LIN FT $69,225.00 3,586 LIN FT $69,927.00 3,586 LIN FT $69,927.00 93 1" CURB STOP & BOX $500.00 111 EACH $55,500.00 111 EACH $55,500.00 111 EACH $55,500.00 94 CONNECT TO EXISTING WATER SERVICE $300.00 109 EACH $32,700.00 110 EACH $33,000.00 110 EACH $33,000.00 95 DUCTILE IRON FITTINGS $6.00 1648 LBS $9,888.00 1,342 LBS $8,052.00 1,342 LBS $8,052.00 96 4" POLYSTYRENE INSULATION $2.00 308 SQ FT $616.00 184 SO FT $368.00 184 SQ FT $368.00 97 REMOVE SEWER PIPE STORM $5.00 950 LIN FT $4,750.00 935 LIN FT $4,675.00 935 LIN FT $4,675.00 98 REMOVE DRAINAGE STRUCTURE $230.001 15 EACH $3,450.00 13 EACH $2,990.00 13 EACH $2,990.00 99 RECONSTRUCT CATCH BASIN $510.00 4 EACH $2,040.00 6 EACH $3,060.00 6 EACH $3,060.00 100 6" PVC PIPE SEWER STORM $95.00 15 LIN FT $1,425.00 LIN FT LIN FT 101 12" DI PIPE SEWER STORM $56.00 131 LIN FT $7,336.00 127 LIN FT $7,112.00 127 LIN FT $7,112.00 102 12" PVC PIPE SEWER STORM $32.00 65 LIN FT $2,080.00 63 LIN FT $2,016.00 63 LIN FT $2,016.00 103 12" RC PIPE SEWER CL V DESIGN 3006 STORM $33.00 535 LIN FT $17,655.00 549 LIN FT $18,117.00 549 LIN FT $18,117.00 104 15" RC PIPE SEWER CL V DESIGN 3006 STORM $23.00 694 LIN FT $15,962.001 681 LIN FT $15,663.00 681 LIN FT $15,663.00 105 18" RC PIPE SEWER CL V DESIGN 3006 STORM $29.00 170 LIN FT $4,930.001 170 LIN FT $4,930.00 170 LIN FT $4,930.00 Final Pay Estimate No.: 8 2011 STREET & UTILITY IMPROVEMENTS CITY PROJECT NO. 10-10 CITY OF HOPKINS, MN BMI PROJECT NO. T16.102570 WORK COMPLETED THROUGH NOVEMBER 16, 2012 ITEM NO. ITEM 21" RC PIPE SEWER CL III DESIGN 3006 STORM UNIT PRICE $41.00 AS BID ESTIMATED ESTIMATED QUANTITY AMOUNT 22 LIN FT $902.00 PREVIOUS ESTIMATE ESTIMATED ESTIMATED QUANTITY '' AMOUNT 22 LIN FT $902.00 COMPLETED TO DATE ESTIMATED ESTIMATED QUANTITY AMOUNT 22 LIN FT $902.00 $1,035.00 CONNECT TO EXISTING STORM PIPE $275.00 13 EACH $3,575.00 14 EACH $3,850.00 14 EACH $3,850.00 SUPPLEMENTAL AGREEMENT NO. 1 TOTAL CONNECT TO EXISTING STORM STRUCTURE $275.00 6 EACH $1,650.00 6 EACH $1,650.00 6 EACH $1,650.00 1 LUMP SUM CONSTRUCT DRAINAGE STRUCTURE DESIGN G $700.00 4 EACH $2,800.00 4 EACH $2,800.00 4 EACH $2,800.00 R10 CONSTRUCT DRAINAGE STRUCTURE DESIGN R-1 2'x3' $630.00 17 EACH $10,710.00 19 EACH $11,970.00 19 EACH $11,970.00 $295.00 CONSTRUCT DRAINAGE STRUCTURE DESIGN 4020-48" $1,150.00 11 EACH $12,650.00 11 EACH $12,650.00 11 EACH $12,650.00 1 LUMP SUM CONSTRUCT DRAINAGE STRUCTURE DESIGN 4022-48" $1,150.00 2 EACH $2,300.00 2 EACH $2,300.00 2 EACH $2,300.00 $592.00 TOTAL ORIGINAL CONTRACT AMOUNT: REUSE EX 30" RCP - INSTALL TIEBACKS $95.00 20 LIN FT $1,834,714.35 20 LIN FT $1,900.00 $1,733,979.29 $1,900.00 7 $1,733,979.29 SUPPLEMENTAL AGREEMENT NO. 1 - WET TAP 4" EXPOSED AGGREGATE CONCRETE WALK $17.25 64 SF $1,104.00 60 SF $1,035.00 60 SF 1 16" X 6" WET TAP $6,300.00 1 LUMP SUM $6,300.00 1 LUMP SUM $6,300.00 1 LUMP SUM $6,300.00 $2,375.00 SUPPLEMENTAL AGREEMENT NO. 1 TOTAL MISCELLANOUS CASTINGS PER INVOICE ON 8/3/11 $4,994.99 $6,300.00 $4,994.99 $6,300.00 $4,994.99 $6,300.00 SUPPLEMENTAL AGREEMENT NO. 2 - BACKWASH POND IMPROVEMENTS 7 LANDSCAPING REPAIRS AS OF 10/11/2011 $1,879.34 1 LUMP SUM $1,879.34 1 LUMP SUM $1,879.34 1 MOBILIZATION $1,000.00 1 1 LUMP SUM $1,000.00 1 LUMP SUM $1,000.00 1 LUMP SUM $1,000.00 2 REMOVE EXISTING MANHOLE $1,250.00 1 EACH $1,250.00 1 EACH $1,250.00 1 EACH $1,250.00 3 CONSTRUCT 60" DIA STORM MANHOLE $295.00 10 LIN FT $2,950.00 8.5 LIN FT $2,507.50 8.5 LIN FT $2,507.50 4 CLEAN OUT OUTLET ADD 8" PVC 90 DEG BEND $1,200.00 1 LUMP SUM $1,200.00 1 LUMP SUM $1,200.00 1 LUMP SUM $1,200.00 5 FILL AND COMPACT TO ORIGINAL DESIGN $16.00 200 CU YD $3,200.00 37 CU YD $592.00 37 CU YD $592.00 6 REUSE EX 30" RCP - INSTALL TIEBACKS $95.00 20 LIN FT $1,900.00 20 LIN FT $1,900.00 20 LIN FT $1,900.00 7 CONNECT TO EXISTING STRUCTURE $950.00 2 EACH $1,900.00 2 EACH $1,900.00 2 EACH $1,900.00 8 SEED MIX NO. 325 PRAIRIE STYLE GRASS $80.00 20 LBS $1,600.00 LBS LBS 9 SILT FENCE $3.00 250 LIN FT $750.00 LIN FT LIN FT 10 CATEGORY 5 EROSION CONTROL BLANKET $3.00 970 SQ YD $2,910.00 SQ YD SQ YD 11 PREMIUM TOPSOIL BORROW $13.00 130 CU YD $1,690.00 CU YD CU YD 12 SALVAGE & REINSTALL 8' CHAIN LINK FENCE $25.00 250 LIN FT $6,250.00 195 LIN FT $4,875.00 195 LIN FT $4,875.00 13 RIP RAP $250.00 10 CU YD $2,500.00 10 CU YD $2,500.00 10 CU YD $2,500.00 SUPPLEMENTAL AGREEMENT NO. 2 TOTAL LANDSCAPING ALLOWANCE BREAKDOWN (BREAKDOWN OF ITEM NO. 56) $29,100.00 $17,724.50 $17,724.50 1 CONCRETE STEPS $215.00 16.5 LF $3,547.50 16.5 LF $3,547.50 16.5 LF $3,547.50 2 4" CONCRETE WALK $4.75 109 SF $517.75 109 SF $517.75 109 SF $517.75 3 REINSTALL SALVAGED RAILING $500.00 1 LUMP SUM $500.00 1 LUMP SUM $500.00 1 LUMP SUM $500.0011 4 4" EXPOSED AGGREGATE CONCRETE WALK $17.25 64 SF $1,104.00 60 SF $1,035.00 60 SF $1,035.00 5 REMOVE CHAIN LINK FENCE PER INVOICE ON 8/3/11 $9.50 250 LF $2,375.00 250 LF $2,375.00 250 LF $2,375.00 6 MISCELLANOUS CASTINGS PER INVOICE ON 8/3/11 $4,994.99 1 LUMP SUM $4,994.99 1 LUMP SUM $4,994.99 1 LUMP SUM $4,994.99 7 LANDSCAPING REPAIRS AS OF 10/11/2011 $1,879.34 1 LUMP SUM $1,879.34 1 LUMP SUM $1,879.34 1 LUMP SUM $1,879.34 8 IRRIGATION / LANDSCAPING INVOICE DATED 11/12/11 $2,198.05 1 LUMP SUM $2,198.05 1 LUMP SUM $2,198.05 1 LUMP SUM $2,198.05 402 13th AVENUE N. SPRINKLER SYSTEMS LLC $158.72 1 1 LUMP SUM $158.72 1 LUMP SUM $158.72 1 LUMP SUM $158.72 346 14TH AVENUE N - AQUA CITY IRRIGATION $205.99 1 1 LUMP SUM $205.99 1 $205.99 1 LUMP SUM $205.99 LANDSCAPING ALLOWANCE TOTAL FOR TRACKING PURPOSES ONLY INCLUDED IN TOTAL PROJECT COST THRU ITEM NO. 56) $17,412.34 $17,412.34 TOTAL PROJECT COST (INCLUDING SUPPLEMENTAL AGREEMENTS) 1 $1,870,114.35 $1,758,003.79 $1,758,003.79 CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION 2013-006 RESOLUTION ACCEPTING IMPROVEMENTS AND AUTHORIZING FINAL PAYMENT 2011 STREET AND UTILITY IMPROVEMENTS PROJECT 20 10- 10 WHEREAS, pursuant to a written contract signed with the City on May 17, 2011, Midwest Asphalt Corporation, has satisfactorily completed construction of the 2011 Street and Utility Im- provements Project, commonly known as City Project 2010-10, 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 5a' day of February, 2013. Eugene J. Maxwell, Mayor ATTEST: Kristine A. Luedke, City Clerk