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4.2. SR 10-20-2014
Ells -Wft _ Request for Action River To Item Number Mayor and City Council 4.2 Agenda Section Meeting Date Prepared by Consent October 20,2014 Justin Femrite P.E., City Engineer Item Description Reviewed by 2013 Street Improvements Final Pay Estimate Tim Simon, Finance Director Reviewed by Cal Portner, City Administrator Action Requested Approve, by motion, the final pay estimate for the 2013 Street Improvements Project. Background/Discussion Itemized below is the final payment for the 2013 Street Improvements project. Staff has reviewed this pay estimate and finds it to be accurate and in accordance with the contract documents. The contractor has also submitted all final lien waivers and the consent of surety. Financial Impact PROJECT PAY EST. # CONTRACTOR AMOUNT 2013 Street Improvements Final Hardrives,Inc. $41,756.89 The final project came in 12%below the original amount bid. Attachments ■ Final Pay Estimate P0WIRIO 0 Y Template Updated 4/14 INAWR Pay Voucher Page 1 of 6 Owner:City of Elk River Date: 9/3012014 13065 Orono Pkwy Elk River,MN 55330-0490 WS-8 For Period: 11/1/2013 to 9/30/2014 Request No.: 6&FINAL Contractor: Hardrives,Inc.(Rogers) AIMENINEW 14475 Quiram Drive c4 .� �ac€tr£c°s. Ia�e. Rogers,MN 55374 Pay Voucher ELKRI-2013 Street Reconstruction Client Contract No.: Project No.:01992-01 Client Project No.: Project Summary 1 Original Contract Amount $3,248,884.16 2 Contract Changes-Addition $0.00 3 Contract Changes-Deduction $0.00 4 Revised Contract Amount $3,248,884.16 5 Value Completed to Date $2,839,849.67 6 Material on Hand $0.00 7 Amount Earned $2,839,849.67 8 Less Retainage $0.00 9 Subtotal $2,839,849.67 10 Less Amount Paid Previously $2,798,092.78 11 Liquidated Damages $0.00 12 JAMOUNT DUE THIS PAY VOUCHER NO.6&FINAL $41,756.89 1 HEREBY CERTIFY THAT A FINAL EXAMINATION HAS BEEN MADE OF THE ABOVE NOTED CONTRACT,THAT THE CONTRACT HAS BEEN COMPLETED,THAT THE ENTIRE AMOUNT OF WORK SHOWN IN THE FINAL VOUCHER HAS BEEN PERFORMED AND THE TOTAL VALUE OF THE WORK PERFORMED IN ACCORDANCE WITH,AND PURSUANT TO,THE TERMS OF THE CONTRACT IS AS SHOWN IN THIS FINAL VOUCHER. Recommended for Approval by: Construction Observer: WSB&Associates,Inc. Approved by Owner: City of Elk River Approved by Contractor: Hardrives,Inc.(Rogers) Date: Specified Contract Completion Date: 9/30/2013 Comment: Pay Voucher Page 2 of 6 Project Material Status Item Item Description Units Unit Price Contract Quantity to Current Amount to No. I I Quantity Date Quantity Date SCHEDULE A-SURFACE IMPROVEMENTS 1 2021.501 MOBILIZATION LUMP SUM$65,000.00 1 1 0 $65,000.00 2 2101.502 CLEARING TREE $209.78 11 0 0 $0.00 3 2101.507 GRUBBING TREE $209.78 11 0 0 $0.00 4 2101.511 CLEARING AND GRUBBING-SHRUB EACH $209.78 8 0 0 $0.00 5 2102.501 PAVEMENT MARKING REMOVAL SO FT $3.25 700 0 0 $0.00 6 2102.502 PAVEMENT MARKING REMOVAL LIN FT $0.94 10380 0 0 $0.00 7 2104.501 REMOVE CURB AND GUTTER LIN FT $3.15 3730 4388 0 $13,822.20 8 2104.501 REMOVE AND REPLACE CURB AND GUTTER LIN FT $19.93 4170 3089 0 $61,563.77 9 2104.503 REMOVE CONCRETE WALK SO FT $0.84 7330 10899 0 $9,155.16 10 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SO YD $3.15 400 514.7 0 $1,621.31 11 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SO YD $2.94 2410 8198.7 0 $24,104.18 12 2104.505 REMOVE BITUMINOUS PAVEMENT SO YD $1.87 8200 8200 0 $15,334.00 13 2104.505 REMOVE CONCRETE VALLEY GUTTER SO YD $4.20 790 198.1 0 $832.02 14 2104.507 REMOVE CONCRETE RUBBLE CU YD $6.39 1600 3226 0 $20,614.14 15 2104.509 REMOVE PERMANENT BARRICADE EACH $78.67 3 0 0 $0.00 16 2104.509 REMOVE MAIL BOX SUPPORT EACH $5.25 6 3 0 $15.75 17 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LUMP SUM $2,872.71 1 7.554 0 $21,700.45 18 2104.602 SALVAGE AND REINSTALL MAILBOX EACH $35.66 19 19 0 $677.54 19 2104.603 SALVAGE AND REINSTALL FENCE LIN FT $11.09 450 0 0 $0.00 20 2105.501 COMMON EXCAVATION CU YD $5.51 13780 15952.32 0 $87,89728 21 2105.507 SUBGRADE EXCAVATION CU YD $6.39 700 65 0 $415.35 22 2105.522 SELECT GRANULAR BORROW(CV) CU YD $11.24 700 0 0 $0.00 23 2105.525 TOPSOIL BORROW(LV) CU YD $16.78 880 925 0 $15,521.50 24 2105.603 CONSTRUCT DRAINAGE DITCH LIN FT $7.39 8001 800 0 $5,912.00 25 2105.604 GEOTEXTILE FABRIC TYPE V SO YD $1.00 3500 889 0 $889.00 26 2112.501 SUBGRADE PREPARATION ROAD STA $199.29 154 166 0 $33,082.14 27 2118.604 AGGREGATE SURFACING,CLASS 5(3.0"THICK) SQ YD $2.58 270 98 0 $252.84 28 2211.501 AGGREGATE BASE CLASS 5 TON $14.57 5000 3929.88 0 $57,258.35 29 2231.501 BITUMINOUS PATCHING MIXTURE TON $155.10 535 243.74 0 $37,804.07 30 2232.501 MILL BITUMINOUS STEP JOINT(1.5") LIN FT $2.41 602 272 0 $655.52 31 2232.604 EDGE MILL BITUMINOUS SURFACE 8'WIDE(0.0"TO 1.5") SQ YD $0.69 37200 33700 0 $23,253.00 32 2301.604 CONCRETE PAVEMENT(SPECIAL) SO YD $67.13 80 198.05 0 $13,295.10 33 2301.604 8"CONCRETE PAVEMENT SPECIAL SO YD $72.17 300 201 0 $14,506.17 34 2331.604 BITUMINOUS PAVEMENT RECLAMATION SO YD $1.36 48700 46130 0 $62,736.80 35 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.50 7080 9210 0 $23,025.00 36 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TON $61.97 14755 12663.66 0 $784,767.01 37 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,C) TON $60.33 7670 6281.6 0 $378,968.93 38 2360.503 TYPE SP 9.5 WEARING COURSE MIXTURE(2,B)3.0"THICK SO YD $14.05 1830 2464 0 $34,619.20 39 2503.602 CHIMNEY SEALS EACH $367.11 37 51 0 $1,835.55 40 2504.602 ADJUST GATE VALVE EACH $298.93 50 85 0 $25,409.05 41 2504.602 IRRIGATION SYSTEM REPAIR EACH $1,308.26 2 5.437 0 $7,113.01 42 2504.602 RECONSTRUCT VALVE BOX EACH $125.87 11 2 0 $251.74 43 2506.522 ADJUST FRAME&RING CASTING EACH $538.53 13 27 0 $14,540.31 44 2506.602 ADJUSTCASTINGS EACH $445.78 89 118 0 $52,602.04 45 2506.602 RECONSTRUCT SANITARY MANHOLES EACH $1,520.89 1 0.79 0 $1,201.50 46 2521.501 6"CONCRETE WALK SO FT $3.27 25400 30481 0 $99,672.87 47 2521.511 3"BITUMINOUS WALK jSQ FT $1.57 1600 25250 0 $39,642.50 48 2531.501 CONCRETE CURB&GUTTER DESIGN B618 LIN FT $8.71 13660 14192 0 $123,612.32 49 2531.501 CONCRETE CURB&GUTTER,DESIGN MODIFIED S LIN FT $26.22 155 158 0 $4,142.76 50 2531.507 6"CONCRETE DRIVEWAY PAVEMENT JSQYD $37.76 620 831.691 28 $31,404.65 Pay Voucher Page 3 of 6 Item Item Description Units Unit Price Contract Quantity to Current Amount to No. Quantity Date Quantity Date 51 2531.602 CONC ENTRANCE NOSE DES 7113 EACH $550.67 4 4 0 $2,202.68 52 2531.603 CONCRETE CURB&GUTTER,SURMOUNTABLE LIN FT $8.95 1450 0 0 $0.00 53 2531.604 7"CONCRETE VALLEY GUTTER SQ YD $57.69 70 130.5 0 $7,528.55 54 2531.618 TRUNCATED DOMES SQ FT $33.56 508 482 0 $16,175.92 55 12540.6021 MAIL BOX SUPPORT EACH $31.471 6 6 0 $188.82 56 2540.602 MAIL BOX(TEMPORARY) EACH $18.881 19 32 0 $604.16 57 2557.602 REPAIR DOG FENCE EACH $915.791 2 1.922 0 $1,760.15 58 2563.601 TRAFFIC CONTROL LUMP SUM $18,670.22 1 1 0 $18,670.22 59 2564.531 SIGN PANELS TYPE C SQ FT $15.73 460 593.5 0 $9,335.76 60 2564.536 INSTALL SIGN PANEL TYPE C EACH $115.38 52 60 0 $6,922.80 61 2564.602 SALVAGE AND REINSTALL SIGN EACH $131.11 32 34 2 $4,457.74 62 2564.604 CROSSWALK MARKING-PAINT SQ FT $4.14 350 0 0 $0.00 63 2573.502 SILT FENCE,TYPE MACHINE SLICED LIN FT $1.83 9760 4736.3 0 $8,667.43 64 2573.530 STORM DRAIN INLET PROTECTION EACH $94.40 60 71 14 $6,702.40 65 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $20938 14 0 0 $0.00 66 2573.603 BIOROLL LIN FT $2.76 2350 4217.5 0 $11,640.30 67 2575.502 SEED MIXTURE 240 POUND $5.87 600 578 0 $3,392.86 68 2575.505 SODDING,TYPE LAWN(INCL.TOPSOIL&FERT.) SQ YD $4.89 9725 4684.8 1207.4 $22,908.67 69 2575.523 EROSION CONTROL BLANKETS CATEGORY 1 SQ YD $0.83 12200 0 0 $0.00 70 2575.523 EROSION CONTROL BLANKETS CATEGORY 2 SQ YD $0.83 31860 22670 0 $18,816.10 71 2582.501 PAVEMENT MESSAGE(HANDICAPPED SYMBOL)EPDXY EACH $131.11 2 2 0 $262.22 72 2582.502 4"SOLID LINE WHITE-PAINT LIN FT $0.70 4180 0 0 $0.00 73 2582.5024"DOUBLE SOLID LINE YELLOW-PAINT LIN FT $0.25 3100 0 0 $0.00 74 12582.50214'SOLID LINE WHITE-EPDXY LIN FT $0.90 4180 3477 0 $3,129.30 75 2582.502124"SOLID LINE WHITE-EPDXY LIN FT $7.34 340 198 0 $1,453.32 76 2582.502 4"DOUBLE SOLID LINE YELLOW-EPDXY LIN FT $0.66 3100 4978 0 $3,285.48 77 2582.503 CROSSWALK MARKING-EPDXY SQ FT $4.14 2000 1926 0 $7,973.64 78 2582.618 PAVEMENT MARKING SPECIAL-EPDXY SQ FT $4.14 100 42 0 $173.88 79 2582.6181 PAVEMENT MARKING SPECIAL-PAINT SQ FT $3.201 100 01 0 $0.00 Totals For Section SCHEDULE A-SURFACE IMPROVEMENTS: $2,366,980.48 SCHEDULE B-STORM SEWER IMPROVEMENTS 80 2104.501 REMOVE SEWER PIPE(STORM) LIN FT $4.72 150 59 0 $278.48 81 2104.509 REMOVE CASTING EACH $104.89 1 1 0 $104.89 82 2104.509 REMOVE DRAINAGE STRUCTURE EACH $430.05 2 3 0 $1,290.15 83 2104.523 SALVAGE CASTING EACH $104.89 2 1 0 $104.89 84 2105.604 GEOTEXTILE FABRIC TYPE IV SQ YD $3.36 20 0 0 $0.00 85 2501.515 12"RC PIPE APRON WITH TRASH GUARD EACH $645.07 1 1 0 $645.07 86 2501.515 15"RC PIPE APRON WITH TRASH GUARD EACH $681.78 2 1 0 $681.78 87 2502.541 4"PERF PVC PIPE DRAIN LIN FT $22.03 100 370 0 $8,151.10 88 2503.541 12"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $32.52 100 83 0 $2,699.16 89 2503.541 15"RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $31.47 880 1552 0 $48,841.44 90 2503.541 18"RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $36.19 30 0 0 $0.00 91 2503.602 CONNECT TO EXISTING STORM SEWER EACH $639.82 4 5 0 $3,199.10 92 12503.6021 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH $639.82 1 1 0 $639.82 93 2503.603 15"PERF HDPE PIPE SEWER LIN FT $38.81 100 30 0 $1,164.30 94 2503.603 24"PERF HDPE PIPE SEWER LIN FT $46.68 800 696.28 0 $32,502.35 95 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $330.40 79.4 69.59 0 $22,992.54 96 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT $435.29 10.8 5.4 0 $2,350.57 97 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $1,316.36 15 15 0 $19,745.40 98 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 1 EACH 1 $1,652.00 1 1 11 0 $1,652.00 Pay Voucher Page 4 of 6 Item Item Description Units Unit Price Contract Quantity to Current Amount to No. Quantity Date Quantity Date 99 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 EACH $2,360.00 1 1 0 $2,360.00 100 2506.516 CASTING ASSEMBLY(CATCH BASIN) EACH $603.11 12 10 0 $6,031.10 101 2506.602 CASTING ASSEMBLY(STORM MANHOLE) EACH $340.89 8 26 0 $8,863.14 102 2511.501 RANDOM RIPRAP CLASS III CU YD $73.42 20 0 0 $0.00 Totals For Section SCHEDULE B-STORM SEWER IMPROVEMENTS: $164,297.28 SCHEDULE C-WATER MAIN IMPROVEMENTS 103 2021.501 MOBILIZATION LUMP SUM $6,817.78 1 1 0 $6,817.78 104 2104.501 REMOVE WATER MAIN LIN FT $8.39 90 1712 0 $14,363.68 105 2104.501 REMOVE WATER SERVICE PIPE LIN FT $2.88 680 267 0 $768.96 106 2104.509 REMOVE CURB STOP&BOX EACH $78.67 12 0 0 $0.00 107 2104.509 REMOVE HYDRANT ASSEMBLY EACH $624.09 3 3 0 $1,872.27 108 2104.509 REMOVE GATE VALVE&BOX EACH $262.22 10 10 0 $2,62210 109 2104.523 SALVAGE AND REINSTALL HYDRANT ASSEMBLY EACH $1,311.111 1 0 0 $0.00 110 2104.525 ABANDON WATER MAIN EACH $209.78 8 5 0 $1,048.90 111 2503.602 EXCAVATE TO LOCATE SEWER SERVICE EACH $115.38 27 25 0 $2,884.50 112 2503.620 DUCTILE IRON FITTINGS POUND $4.46 5330 6870 720 $30,640.20 113 2504.602 CONNECT TO EXISTING WATER MAIN EACH $833.87 11 12 0 $10,006.44 114 2504.602 CONNECT TO EXISTING WATER SERVICE EACH $115.38 30 29 0 $3,346.02 115 2504.602 1"CORPORATION STOP EACH $157.33 19 31 0 $4,877.23 116 2504.602 1.5"CORPORATION STOP EACH $277.96 6 1 0 $277.96 117 2504.602 2"CORPORATION STOP EACH $519.20 6 0 0 $0.00 118 2504.602 1"CURB STOP AND BOX EACH $230.76 8 11 0 $2,538.36 119 2504.602 4"GATE VALVE AND BOX EACH $1,153.78 3 7.15 0 $8,249.53 120 2504.602 8"GATE VALVE AND BOX EACH $1,678.22 18 11 0 $18,460.42 121 2504.602 1.5"CURB STOP&BOX EACH $346.14 2 0 0 $0.00 122 2504.602 2"CURB STOP&BOX EACH $492.98 2 0 0 $0.00 123 2504.602 HYDRANT ASSEMBLY EACH $4,667.56 8 6 0 $28,005.36 124 2504.602 CURB BOX REPAIR EACH $131.11 2 0 0 $0.00 125 2504.603 1"TYPE K COPPER PIPE LIN FT $23.08 440 537 0 $12,393.96 126 2504.603 1.5"TYPE K COPPER PIPE LIN FT $29.74 120 28 0 $832.72 127 2504.603 2"TYPE K COPPER PIPE LIN FT $41.43 120 0 0 $0.00 128 2504.603 4"WATER MAIN-DUCTILE IRON CL 52 LIN FT $37.76 80 27 0 $1,019.52 129 2504.603 6"WATER MAIN-DUCT IRON CL 52 LIN FT $40.38 20 165 0 $6,662.70 130 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT $31.20 4660 4836 0 $150,88120 131 2504.604 4"POLYSTYRENE INSULATION SQ YD $25.17 100 01 0 $0.00 Totals For Section SCHEDULE C-WATER MAIN IMPROVEMENTS: $308,571.91 SCHEDULE D-SURFACE IMPROVEMENTS 132 2021.501 MOBILIZATION LUMP SUM $2,869.44 1 0 0 $0.00 133 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $3.15 120 0 0 $0.00 134 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SO YD $2.94 180 0 0 $0.00 135 2105.501 COMMON EXCAVATION CU YD $10.49 20 0 0 $0.00 136 2112.501 SUBGRADE PREPARATION ROAD STA $199.29 35 0 0 $0.00 137 2118.604 AGGREGATE SURFACING,CLASS 5(3.0"THICK) SO YD $2.58 80 0 0 $0.00 138 2232.501 MILL BITUMINOUS STEP JOINT(1.5") LIN FT $8.20 48 0 0 $0.00 139 2331.604 BITUMINOUS PAVEMENT RECLAMATION SO YD $1.36 9400 0 0 $0.00 140 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.50 500 0 0 $0.00 141 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TON $60.70 1075 0 0 $0.00 142 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE(2,C) TON $6033 1450 0 0 $0.00 143 2360.503 TYPE SP 9.5 WEARING COURSE MIXTURE(2,B)3.0"THICK SQ YD $16.06 180 0 0 $0.00 144 2531.507 6"CONCRETE DRIVEWAY PAVEMENT ISO YD I $48.25 120 0 0 $0.00 Pay Voucher Page 5 of 6 Item No. Item Description I Units jUnitPrice I Contract Quantity lQuantity to Date lCurrent Quantity Amount to Date 145 2573.502 SILT FENCE,TYPE MACHINE SLICED LIN FT $1.83 500 0 0 $0.00 Totals For SCHEDULE D-SURFACE IMPROVEMENTS: $0.00 Project Totals: $2,839,849.67 Pay Voucher Page 6 of 6 Project Payment Status Owner:City of Elk River Client Project No.: Client Contract No.: Project No.:01992-01 Contractor:Hardrives, Inc.(Rogers) Contract Chan es No. Type JDate Description JAmount Change Order Totals: $0.00 Pa ment Summary No. From To Date Payment Total Retainage Total Total Payment Work Total Work Date Payment Per Payment Retainage +Retainage Certified Per Certified Payment 1 6/3/2013 6/28/2013 $755,338.63 $755,338.63 $39,754.67 $39,754.67 $795,093.30 $795,093.30 $795,093.30 2 6/29/2013 8/5/2013 $578,365.70 $1,333,704.33 $30,440.30 $70,194.97 $1,403,899.30 $608,806.00 $1,403,899.30 3 8/6/2013 9/2/2013 $393,518.38 $1,727,222.71 $20,711.49 $90,906.46 $1,818,129.17 $414,229.87 $1,818,129.17 4 9/3/2013 10/2/2013 $801,32210 $2,528,544.91 $42,174.85 $133,081.31 $2,661,626.22 $843,497.05 $2,661,626.22 5 10/3/2013 10/31/2013$269,547.87 $2,798,092.78 ($103,080.90) $30,000.41 $2,828,093.19 $166,466.97 $2,828,093.19 6& 11/1/2013 9/30/2014 $41,756.89 $2,839,849.67 ($30,000.41) $0.00 $2,839,849.67 $11,756.48 $2,839,849.67 FINAL Payment Totals: $2,839,849.67 1 $0.001$2,839,849.67 $2,839,849.67 Project Summary Material On Hand: $0.00 Total Payment to Date: $2,839,849.67 Original Contract: $3,248,884.16 Total Retainage: $0.00 Contract Changes: $0.00 Total Amount Earned: $2,839,849.67 Revised Contract: $3,248,884.16