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4.3. SR 11-18-2013 �i EOty lk Request for Action River To Item Number Mayor and City Council 4.3 Agenda Section Meeting Date Prepared by Consent November 18, 2013 Justin Femrite, City Engineer Item Description Reviewed by 2013 Street Improvement Pay Estimate 5 Cal Portner, City Administrator Reviewed by Action Requested Approve by motion, the pay estimate as described below. Background/Discussion Listed below is a pay estimate that has been submitted for approval. Staff has reviewed this pay estimate and finds it to be accurate and in accordance with the contract documents. Financial Impact PROJECT PAY EST. # CONTRACTOR AMOUNT 2013 Street Improvements 5 Hardrives,Inc. $269,547.87 Attachments ■ Pay Estimate 5 p 0 W I R I I a ATURE Pay Voucher Page 1 of 6 A Owner: City of Elk River Date: 1013112013 13065 Orono Pkwy WSB Elk River, MN 55330-0490 For Period: 10/3/2013 to 10131/2013 Request No.: 5 Contractor: Hardrives,Inc. (Rogers) 14475 Quiram Drive &Associates,Inc. 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 $2,828,093.19 6 Material on Hand $0.00 7 Amount Earned $2,828,093.19 8 Less Retainage 1.0608% $30,000.41 9 ISubtotal $2,798,092.78 10 Less Amount Paid Previously $2,528,544.91 11 Liquidated Damages $0.00 12 AMOUNT DUE THIS PAY VOUCHER NO. 5 $269,547.87 THIS IS TO CERTIFY THAT THE ITEMS OF WORK SHOWN IN THIS CERTIFICATE OF PARTIAL PAYMENT HAVE BEEN ACTUALLY FINISHED FOR THE WORK COMPRISING THE ABOVE MENTIONED PROJECTS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS HERETOFORE APPROVED. Recommended for Approval by: Construction Observer: WSB ssociates, Inc. ppro� d by Contractor: Approved by Owner: ar eves, Inc. ( g sr--') City of Elk River Specified Contract Completion Date: 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. Quantity Date Quantity bate 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 2102.5021 PAVEMENT MARKING REMOVAL LIN FT $6.94 10380 0 0 $6,00 7 2104.561 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 24 $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 SQ YD $2.94 2410 8198.7 0 $24,104.18 12 2104.505 REMOVE BITUMINOUS PAVEMENT SO YD $1.87 82001 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 $0.60 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 1 SALVAGE AND REINSTALL MAILBOX EACH $35.66 19 19 4 $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 $87,897.28 21 2105.507 SUBGRADE EXCAVATION CU YD $6.39 700 65 65 $415,35 22 2105.522 SELECT GRANULAR BORROW(CV) CU YD $11.241 700 0 0 $0.00 23 2105.525 TOPSOIL BORROW(LV) CU YD $16.78 880 925 239 $15,521.50 24 2105.603 CONSTRUCT DRAINAGE DITCH LIN FT $7.39 800 800 0 $5,912.00 25 2105.604 GEOTEXTILE FABRIC TYPE V SO YD $1.00 3500 889 0 $689.00 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) SO YD $2.58 270 98 0 $252.84 28 2211.501 AGGREGATE BASE CLASS 5 TON $14.57 5006 3929.88 286.2 $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 B'WIDE(0.0"TO 1.5") SO 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 2301.604181.CONCRETE PAVEMENT SPECIAL SO YD $72.17 300 201 0 $14,506.17 34 2331.6041 BITUMINOUS PAVEMENT RECLAMATION SO YD $1.36 48700 46130 0 $62,736.80 35 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.50 70801 9210 550 $23,025.00 36 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TON $61.97 14755 12663.66 791.5 $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 36 2360.503 TYPE SP 9.5 WEARING COURSE MIXTURE(2,B)3.0"THICK SQ YD $14.05 1830 2464 150 $34,619.20 39 2503.602 CHIMNEY SEALS EACH $367.11 37 5 0 $1,835.55 40 2504.602 ADJUST GATE VALVE EACH $298.93 50 85 11 $25,409.05 41 2504.602 IRRIGATION SYSTEM REPAIR EACH $1,306.26 2 5.4371 4.503 $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 1 $14,540.31 44 2506.602 ADJUST CASTINGS EACH $445.78 89 118 4 $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 SQ FT $3.27 25400 30481 11300 $99,672.87 47 2521.51113"BITUMINOUS WALK SO FT $1.57 1600 25250 400 $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 1 $26.22 155 158 0 $4,142.76 50 2531.507 6"CONCRETE DRIVEWAY PAVEMENT ISO YD 1 $37.76 620 803.691 158 $30,347.37 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 SO YD $57.59 70 130.5 0 $7,528.55 54 2531.618 TRUNCATED DOMES SQ FT $33.56 508 482 68 $16,175.92 55 2540.602 MAILBOX SUPPORT EACH $31.47 6 6 5 $168,82 56 2540.602 MAIL BOX(TEMPORARY) EACH $18.86 19 32 3 $604.16 57 2557.602 REPAIR DOG FENCE EACH $915.79 2 1.922 0 $1,760.15 58 2563.601 TRAFFIC CONTROL LUMP SUM $18,670.22 1 1 015 $18,670.22 59 2564.531 SIGN PANELS TYPE C SQ FT $15.73 460 593.5 439.17 $9,335.76 60 2564.5361 INSTALL SIGN PANEL TYPE C EACH $115.36 521 60 31 $6,922.80 61 2564.602 SALVAGE AND REINSTALL SIGN EACH $131.11 32 32 26 $4,195.52 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 57 0 $5,380.80 65 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $209.78 14 0 0 $0.00 66 2573.6031 BIOROLL LIN FT $2.76 23501 4217.5 0 $11,640.30 67 2575.502 SEED MIXTURE 240 POUND $5.87 600 578 265 $3,392.86 68 2575.505 SODDING,TYPE LAWN(INCL.TOPSOIL&FERT) SQ YD $4.89 9725 3477.4 0 $17,004.49 69 2575.523 EROSION CONTR01_BLANKETS CATEGORY 1 SQ YD $0.83 12200 01 0 $0.00 70 2575.523 EROSION CONTROL BLANKETS CATEGORY 2 SO YD $0.83 31860 22670 12990 $18,816.10 71 2582.501 PAVEMENT MESSAGE(HANDICAPPED SYMBOL)EPDXY EACH $131.11 2 2 2 $262,22 72 2582.50214"SOLID LINE WHITE-PAINT LIN FT $0.70 4180 0 0 $0.00 73 2582.502 4"DOUBLE SOLID LINE YELLOW-PAINT LIN FT $0.25 3100 0 0 $0.00 74 2582.502 4"SOLID LINE WHITE-EPDXY LIN FT $0.90 4180 3477 34771 $3,129.30 75 2582.502 24"SOLID LINE WHITE-EPDXY LIN FT $7.34 3401 198 198 $1,453.32 76 2582.502 4"DOUBLE SOLID LINE YELLOW-EPDXY LIN FT $0.66 3100 4978 4978 $3,285.48 77 2582.503 CROSSWALK MARKING-EPDXY SQ FT $4.14 2000 1926 1926 $7,973.64 78 2582.618 PAVEMENT MARKING SPECIAL-EPDXY SQ FT $4.14 100 42 42 $173.88 79 12582.6181 PAVEMENT MARKING SPECIAL-PAINT SQ FT $3.20 100 0 0 $0.00 Totals For Section SCHEDULE A-SURFACEIMPROVEMENT$: $2,358,435.20 SCHEDULE B-STORM SEWER IMPROVEMENTS 60 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 B2 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 2501.515112"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 2503.6021 CONNECT TO EXISTING STORM SEWER EACH 1 $639.82 41 5 0 $3,199.10 92 2503.602 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 $435.291 10.8 5.4 0 $2,350.57 97 12506.501 1CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $1,316.361 15 151 0 $19,745.40 98 12506,502 1 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH $1,652.001 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 j 100 2506.516 CASTING ASSEMBLY(CATCH BASIN) EACH $603.11 12 10 0 $6,031.10 101 2506.602 CASTING ASSEMBLY(STORM MANHOLE) EACH $340.139 8 26 0 $8,863.14 102 2511.501 RANDOM RIPRAP CLASS III CU YD $73.42 20 4 0 $0.00 i 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 $14,363.66 i 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 1 $624.09 3 31 0 $1,872.27 108 2104.509 REMOVE GATE VALVE&BOX EACH $262.22 10 10 0 $2,622.20 109 2104.523 SALVAGE AND REINSTALL HYDRANT ASSEMBLY EACH $1,311.11 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 $4,461 5330 6150 0 $27,429.00 113 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 12504.60211"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 1 $519.20 61 0 0 $0.00 11B 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 2504.80211.5"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 HYDRANTASSEMBLY EACH $4,667.56 81 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 12504.60312"TYPE K COPPER PIPE LIN FT $41.43 120 0 0 $0.00 12B 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 $4 .381 201 165 0 $6,662.70 130 2504.603 8"WATER MAIN-DUCT IRON CL 52 LIN FT $31.20 4660 4836 0 $150,883.20 131 2504.604 4"POLYSTYRENE INSULATION SQ YD $25.171 1001 0 0 $0.00 Totals For Section SCHEDULE C-WATER MAIN IMPROVEMENTS: $305,360.71 SCHEDULE D-SURFACE IMPROVEMENTS 132 2021.601 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 SQ 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) SQ YD $2.58 801 0 0 $0.00 138 2232.501 MILL BITUMINOUS STEP JOINT(1.5") LIN FT $8.20 481 0 0 $0.00 139 2331.604 BITUMINOUS PAVEMENT RECLAMATION SQ 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 $60.33 1450 0 0 $0.00 143 12360.5031TYPE SP 9.5 WEARING COURSE MIXTURE(2,B)3.0"THICK SQ YD 1 $16.06 180 01 0 $0.00 144 12531,513716"CONCRETE DRIVEWAY PAVEMENT JSQYD 1 $48.25 120L_ 01 0 $0.00 Pay Voucher Page 5 of 6 Ilem No. Etem Description Units junitprice lContrart Quantity I Quantity to Date Current Quantity Amount to Date 145 2573.502 1,91LT FENCE,TYPE MACHINE SLICED JILIN FT 1 $1.831 500 01 0 $0.00 Totals For SCHEDULE D-SURFACE IMPROVEMENTS: $0.00 Project Totals: $2,828,093.19 Pay Voucher Page 6 of 6 i Project Payment Status Owner: City of Elk River Client Project No.: Client Contract No.: Project No.: 01992-01 Contractor: Hardrives, Inc. (Rogers) Contract Chanc ies No. Type I Date IDescription JAmount Change Order Totals: $0.00 Pa ment Summary No. From To Date Payment Total Retainage Total Total Work Total Work Date Payment Per Payment Retainage Payment+ Certified Per Certified Retainage 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 $801,322.20 $2,528,544.91 $42,174.85 $133,081.31 $2,661,626.22 $843,497.05 $2,661,626.22 5 11013/2013110131/2013 $269,547.87 $2,798,092.78 ($103,080.90) $30,000.41 $2,828,093.19 $166,466.97 $2,828,093.19 Payment Totals: $2,798,092.781 1 $30,000.41 $2,828,093.19 $2,828,093.19 Project Summary Material On Hand: $0.00 Total Payment to Date: $2,798,092.78 Original Contract: $3,248,884.16 Total Retainage: $30,000.41 Contract Changes: $0.00 Total Amount Earned: $2,828,093.18 Revised Contract: $3,248,884.16