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Home My WebLink About2014-143 Council ResolutionCITY OF LINO LAKES RESOLUTION NO. 14-143 APPROVING WORK ORDER NO. 4 AND FINAL PAYMENT NO. 8 FOR THE LAKE & MAIN / BIRCH & WARE SIGNAL PROJECT WHEREAS, pursuant to resolution 12-95 of the Council adopted September 10, 2012, awarding the contract for the Lake/Main & Birch/Ware Intersection Signal Improvement project to Valley Paving, Inc. and subsequent work order approvals; WHEREAS, a complete summary of costs are detailed in Payment No. 8 (Final); NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that Work Order No. 4 and Payment Request No. 8 (Final) are approved for a final contract amount of $1,704,320.13. BE IT FURTHER RESOLVED Adopted by the Council of the City of Lino Lakes this 15th day of December, 2014. The motion for the adoption of the foregoing resolution was introduced by Council Member Kusterman and was duly seconded by Council Member Roeser and upon vote being taken thereon, the following voted in favor thereof: Kusterman, Roeser, Rafferty, Stoesz, Reinert The following voted against same: none ATTEST: a R ne Bartell, Citi Clerk CITY COUNCIL AGENDA ITEM 6A STAFF ORIGINATOR: Diane Hankee, City Engineer MEETING DATE: December 15, 2014 TOPIC: Consider Resolution No. 14-143, Approving Work Order No. 4 & Final Payment No. 8- Lake/Main & Birch/Ware Signal Project VOTE REQUIRED: 3/5 Vote Required INTRODUCTION Staff is requesting council action to finalize the Lake/Main & Birch/Ware Intersection Signal improvement project. BACKGROUND The Lake/Main & Birch/Ware Intersection Signal improvement project original contact amount was $1,693,428.16. Project approved work orders in the amount of $34,167.31 (including WO 4) added for a total amount of $1,727,595.47. However, the total value completed to date on the project is $1,704,320.13. RECOMMENDATION Approve Resolution No. 14-143, Approving Work Order No. 4 & Final Payment No. 8 - Lake/Main & Birch/Ware Signal Project in the amount of $23,126.75 to Valley Paving, Inc. ATTACHMENTS Work Order No. 4 Pay Request No. 8 & Final WSB zl .,tssnclures, /JJC. Owner: City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014-1182 For Period: 11/27/2013 to 12/2/2014 Contractor: Valley Paving - Shakopee 8800 13th Ave. East Shakopee, MN 55379 Pay Voucher LINO - 2012 Signal Projects Client Contract No.: Project No.: 02029-38 Client Project No.: Date: 12/2/2014 Request No.: 8 & FINAL Project Summary 1 Original Contract Amount $1,693,428.16 2 Contract Changes - Addition $34,167.31 3 Contract Changes - Deduction $0.00 4 Revised Contract Amount $1,727,595.47 5 Value Completed to Date $1,704,320.13 6 Material on Hand $0.00 7 Amount Earned $1,704,320.13 8 Less Retainage $0.00 9 Subtotal $1,704,320.13 10 Less Amount Paid Previously $1,681,193.39 11 Liquidated Damages $0.00 12 AMOUNT DUE THIS PAY VOUCHER NO. 8 & FINAL $23,126.74 I 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: WSB & Associates, Inc. Approved by Contr Valley Pay " • ako. e Construction Observer: Approved by Owner: City of Lino Lakes Specified Contract Completion Date: Date: Comment: Page 1 Project Material Status Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date Project 1 - Birch Street (CSAH 34) Ware Road 1 2021.501 MOBILIZATION LUMP SUM $30,000.00 1 1 0 $30,000.00 2 2101.501 CLEARING ACRE $5,553.00 0.35 0.35 0 $1,943.55 3 2101.502 CLEARING TREE $307.00 1 7 0 $2,149.00 4 2101.506 GRUBBING ACRE $2,276.00 0.35 0.35 0 $796.60 5 2101.507 GRUBBING TREE $102.00 1 7 0 $714.00 6 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT $3.20 280 210 0 $672.00 7 2104.501 REMOVE BITUMINOUS CURB LIN FT $1.10 75 75 0 $82.50 8 2104.503 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ FT $0.50 2433 1893 0 $946.50 9 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $3.20 2142 2650 0 $8,480.00 10 2104.505 REMOVE BITUMINOUS TRAIL SQ YD $3.20 838 934.7 0 $2,991.04 11 2104.509 REMOVE SIGN TYPE C EACH $46.00 7 8 0 $368.00 12 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LIN FT $1.60 5178 2874 0 $4,598.40 13 2104.523 SALVAGE MAIL BOX AND SUPPORT EACH $51.00 7 9 0 $459.00 14 2104.523 SALVAGE & REINSTALL IRRIGATION SYSTEM EACH $320.00 2 0 0 $0.00 15 2104.523 SALVAGE SIGN TYPE C EACH $46.00 3 3 0 $138.00 16 2104.525 ABANDON STRUCTURE EACH $1,637.00 1 1 0 $1,637.00 17 2105.501 COMMON EXCAVATION CU YD $8.60 1390 1390 0 $11,954.00 18 2105.511 COMMON CHANNEL EXCAVATION CU YD $8.60 1121 1121 0 $9,640.60 19 2105.525 TOPSOIL BORROW (LV) MOD CU YD $34.00 115 122 0 $4,148.00 20 2105.525 TOPSOIL BORROW (CV) CU YD $17.60 329 433 0 $7,620.80 21 2105.601 DEWATERING LUMP SUM $960.00 1 0 0 $0.00 22 2211.503 AGGREGATE BASE (CV) CLASS 5 CU YD $21.50 1012 997 0 $21,435.50 23 2221.503 AGGREGATE SHOULDERING (CV) CLASS 2 MOD CU YD $52.70 50 47.4 0 $2,497.98 24 2232.501 MILL BITUMINOUS SURFACE (2.0") SQ YD $0.77 7646 6975 0 $5,370.75 25 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (4,E) TON $63.20 1205 1170.3 0 $73,962.96 26 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) TON $65.00 67 74.52 0 $4,843.80 27 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) TON $58.30 580 771.27 0 $44,965.04 28 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,6) TON $60.00 89 128 0 $7,680.00 29 2501.515 24" RC PIPE APRON EACH $1,237.00 1 1 0 $1,237.00 30 2501.602 TRASH GUARD FOR 24" PIPE APRON EACH $389.00 1 1 0 $389.00 31 2502.541 4" PERF PE PIPE DRAIN LIN FT $7.20 100 400 0 $2,880.00 32 2502.602 4" PE PIPE DRAIN CLEANOUT EACH $307.00 1 1 0 $307.00 33 2503.541 15" RC PIPE SEWER DES 3006 CL II LIN FT $29.70 660 686.8 0 $20,397.96 34 2503.541 18" RC PIPE SEWER DES 3005 CL II LIN FT $33.70 414 371.2 0 $12,509.44 35 2503.541 24" RC PIPE SEWER DES 3006 CL II LIN FT $40.90 220 271.1 0 $11,087.99 36 2504.602 ADJUST GATE VALVE EACH $230.00 6 4 0 $920.00 37 2504.602 CONNECT TO EXISTING WATER MAIN EACH $1,739.00 1 1 0 $1,739.00 38 2504.602 HYDRANT EACH $2,925.00 2 2 0 $5,850.00 39 2504.602 6" GATE VALVE EACH $1,115.00 2 2 0 $2,230.00 40 2504.602 1" CORPORATION STOP EACH $153.00 4 4 0 $612.00 41 2504.602 1" CURB STOP & BOX EACH $240.00 4 4 0 $960.00 42 2504,603 1" TYPE K COPPER PIPE LIN FT $21.50 119 117 0 $2,515.50 43 2504.603 6" WATERMAIN DUCTILE IRON CL 52 LIN FT $29.70 13 15 0 $445.50 44 2504.603 8" WATERMAIN DUCTILE IRON CL 52 UN FT $34.80 425 399 0 $13,885.20 45 2504.604 2" POLYSTYRENE INSULATION SQ YD $15.30 50 7.1 0 $108.63 46 2504.608 DUCTILE IRON FITTINGS POUND $5.00 288 281 0 $1,405.00 47 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN H LIN FT $215.00 19.3 19.1 0 $4,106.50 48 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 402 UN FT $266.00 8 7.3 0 $1,941.80 49 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $266.00 21.7 21.7 0 $5,772.20 50 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT 6532.00 4.87 5 0 $2,660.00 Page 2 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 51 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH $1,637.00 1 1 0 $1,637.00 52 2506.516 CASTING ASSEMBLY EACH $736.00 9 12 0 $8,832.00 53 2506.522 ADJUST FRAME & RING CASTING EACH $624.00 5 3 0 $1,872.00 54 2506.602 CONSTRUCT POND OVERFLOW EACH $1,601.00 1 1 0 $1,601.00 55 2511.501 RANDOM RIPRAP CLASS III CU YD $107.00 30 48.8 0 $5,221.60 56 2521.501 4" CONCRETE WALK SQ FT $4.30 2490 3202.85 0 $13,772.26 57 2521.501 4" CONCRETE WALK SPECIAL (COLORED CONCRETE) SO FT $5.10 3449 1541 0 $7,859.10 58 2521.511 2" BITUMINOUS TRAIL SQ FT $0.92 7059 9867.9 0 $9,078.47 59 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $46.00 84 156.5 0 $7,199.00 60 2531.501 CONCRETE CURB & GUTTER DESIGN 6418 LIN FT $10.90 3002 3138 0 $34,204.20 61 2531.501 CONCRETE CURB & GUTTER DESIGN 6618 LIN FT $22.50 100 0 0 $0.00 62 2531.501 CONCRETE CURB & GUTTER DESIGN D412 LIN FT $11.80 470 470 0 $5,546.00 63 2531.618 TRUNCATED DOMES SQ FT $36.00 96 96 0 $3,456.00 64 2540.602 INSTALL MAIL BOX AND SUPPORT EACH $51.00 7 10 0 $510.00 65 2540.602 MAILBOX SUPPORT EACH $102.00 7 0 0 $0.00 66 2554.509 GUIDE POST TYPE B EACH $61.00 1 0 0 $0.00 67 2563.601 TRAFFIC CONTROL LUMP SUM $35,803.00 1 1 0 $35,803.00 68 2564.531 SIGN PANELS TYPE C SQ FT $35.80 60.5 60.5 0 $2,165.90 69 2564.537 INSTALL SIGN TYPE C EACH $87.00 3 3 0 $261.00 70 2564.602 INSTALL DELINEATOR EACH $77.00 4 4 0 $308.00 71 2565.511 TRAFFIC CONTROL SIGNAL SYSTEM B SIG SYS 5170,829.00 1 1 0 $170,829.00 72 2565.601 EMERGENCY VEHICLE PREEMPTION SYSTEM 6 LUMP SUM 54,501 00 1 1 0 $4,501.00 73 2565.601 TRAFFIC CONTROL INTERCONNECTION LUMP SUM 615,344.00 1 1 0 $15,344.00 74 2573.530 STORM DRAIN INLET PROTECTION EACH 553.00 11 11 0 $583.00 75 2573.540 FILTER LOG TYPE COMPOST LOG LIN FT $1.53 2400 420 0 $642.60 76 2573.601 CULVERT END PROTECTION LUMP SUM $133.00 1 1 0 $133.00 77 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $693.00 1 0 0 $0.00 78 2575.501 SEEDING ACRE 61,535.00 0.85 1.09 0 $1,673.15 79 2575.502 SEED MIXTURE 350 POUND $4.30 72 136 0 $584.80 80 2575.511 MULCH MATERIAL TYPE 3 TON $382.30 1.7 0 0 $0.00 81 2575.519 DISK ANCHORING ACRE $183.60 0.85 0 0 $0.00 82 2575.532 FERTILIZER TYPE 4 POUND $1.00 128 225 0 $225.00 83 2582.501 PAVT MSSG (RT ARROW) PREFORMED THERMOPLASTIC EACH 5307.00 11 8 0 $2,456.00 84 2582.501 PAVT MSSG (LT ARROW) PREFORMED THERMOPLASTIC EACH $307.00 6 4 0 $1,228.00 85 2582.502 4" SOLID LINE WHITE-EPDXY LIN FT $0.39 6390 4983 0 $1,943.37 86 2582.502 4" SOLID LINE YELLOW-EPDXY LIN FT $0.39 1080 1085 0 $423.15 87 2582.502 4" DOUBLE SOLID LINE YELLOW-EPDXY LIN FT $0.78 3125 2527 0 $1,971.06 88 2582.502 24" SOLID LINE WHITE -PREFORMED THERMOPLASTIC LIN FT $21.30 125 131 0 $2,790.30 89 2582.502 24" SOLID LINE YELLOW -PREFORMED THERMOPLASTIC LIN FT $21.80 380 256 0 $5,580.80 90 2582.503 CROSSWALK MARKING- PREFORMED THERMOPLASTIC SQ FT $11.76 756 828 0 $9,737.28 Totals For Section Project 1 - Birch Street (CSAH 34) Ware Road: $704,026.78 Project 2 - Lake Drive (CSAR 23) Main Street (CSAH 14) 91 2021.501 MOBILIZATION LUMP SUM 553,000.00 1 1 0 $53,000.00 92 2101.502 CLEARING TREE $161.00 19 15 0 $2,415.00 93 2101.507 GRUBBING TREE $46.00 19 15 0 5690.00 94 2102.502 PAVEMENT MARKING REMOVAL - (STOP BAR) LIN FT $3.10 110 70 0 $217.00 95 2102.604 PAVEMENT MARKING REMOVAL - (CROSSWALK) SQ FT $3.10 180 180 0 $558.00 96 2104.501 REMOVE PIPE CULVERTS LIN FT $11.20 110 152 0 $1,702.40 97 2104.501 REMOVE SEWER PIPE (STORM) LIN FT $15.30 100 96 0 $1,468.80 98 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT $2.13 1449 1370.5 0 $2,919.17 Page 3 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 99 2104.501 REMOVE BITUMINOUS CURB LIN FT $0.10 556 658.5 0 $65.85 100 2104.503 REMOVE CONCRETE MEDIAN SQ FT $0.70 1778 1778 0 $1,244.60 101 2104.503 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ FT $0.40 4770 8818 0 $3,527.20 102 2104.505 REMOVE CONCRETE WALK (PEDESTRIAN RAMP) SQ YD $9.60 135 135 0 $1,296.00 103 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $0.5B 2201 4143 0 $2,402.94 104 2104.509 REMOVE FLARED END SECTION EACH $614.00 2 2 0 $1,228.00 105 2104.509 REMOVE WOOD POLE W/ LIGHT FIXTURE & FLASHER EACH $320.00 2 4 0 $1,280.00 106 2104.509 REMOVE SIGN TYPE C EACH $46.00 22 22 0 $1,012.00 107 2104.509 REMOVE DRAINAGE STRUCTURE EACH $537.00 2 2 0 $1,074.00 108 2104.509 REMOVE PIPE APRON EACH $128.00 5 5 0 $640.00 109 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LIN FT $1.60 2453 3055 0 $4,888.00 110 2104.523 SALVAGE MAIL BOX AND SUPPORT EACH $51.00 11 0 0 $0.00 111 2104.523 SALVAGE SIGN TYPE C EACH $46.00 28 28 0 $1,288.00 112 2104.602 RELOCATE STREET LIGHT EACH $511.00 1 1 0 $511.00 113 2105.501 COMMON EXCAVATION CU YD $7.20 2329 2329 0 $16,768.80 114 2105.511 COMMON CHANNEL EXCAVATION CU YD $7.20 406 406 0 $2,923.20 115 2105.525 TOPSOIL BORROW (LV) MOD CU YD $34.10 90 90 0 $3,069.00 116 2105.525 TOPSOIL BORROW (CV) CU YD $17.60 591 340 0 $5,984.00 117 2105.601 DEWATERING LUMP SUM $960.00 1 0 0 $0.00 118 2211.503 AGGREGATE BASE (CV) CLASS 5 CU YD $21.60 1256 1256 0 $27,129.60 119 2221.503 AGGREGATE SHOULDERING (CV) CLASS 2 MOD CU YD $44.40 218 163.5 0 $7,259.40 120 2231.603 PAVEMENT CRACKING SQ YD $0.46 13865 11520 0 $5,299.20 121 2231.603 PAVEMENT SEATING SQ YD $0.27 13865 11520 0 53,110.40 122 2232.501 MILL BITUMINOUS SURFACE (1.5") SQ YD $0.37 7400 7413 0 $2,742.81 123 2232.501 MILL BITUMINOUS SURFACE (2.0") SQ YD $0.49 14967 9386 0 $4,599.14 124 2232.501 MILL BITUMINOUS SURFACE (3.5") SQ YD $0.81 13865 11663 0 $9,447.03 125 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (4,E) TON $59.70 4024 3539.98 0 $211,336.81 126 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) TON $55.80 2895 3086.43 0 5172,222.79 127 2501.511 12" CS PIPE CULVERT UN FT $23.50 96 123 0 $2,890.50 128 2501.515 12" GS PIPE APRON EACH $266.00 4 5 0 $1,330.00 129 2501.515 15" RC PIPE APRON EACH $1,442.00 2 2 0 $2,884.00 130 2501.602 TRASH GUARD FOR 12" GS APRON EACH $112.00 4 4 0 $448.00 131 2501.602 TRASH GUARD FOR 15" PIPE APRON EACH $205.00 2 2 0 $410.00 132 2502.541 4" PERF PE PIPE DRAIN UN FT $7.00 100 70 0 $490.00 133 2502.602 4" PE PIPE DRAIN CLEANOUT EACH $307.00 1 0 0 $0.00 134 2503.541 12" RC PIPE SEWER DES 3006 CL II UN FT $35.80 8 8 0 $286.40 135 2503.541 15" RC PIPE SEWER DES 3006 CL II LIN FT $37.80 140 215.2 0 $8,134.56 136 2504.602 RELOCATE HYDRANT EACH $3,733.00 1 1 0 $3,733.00 137 2504.602 ADJUST HYDRANT EACH $562.00 1 1 0 $562.00 138 2504.602 ADJUST GATE VALVE EACH $230.00 7 5 0 $1,150.00 139 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $358.00 8.3 8.8 0 53,150.40 140 2506.516 CASTING ASSEMBLY EACH $649.00 2 2 0 $1,298.00 141 2506.522 ADJUST FRAME & RING CASTING EACH $624.00 15 4 0 52,496.00 142 2506.602 CONSTRUCT POND OVERFLOW EACH $1,601.00 2 2 0 $3,202.00 143 2511.501 RANDOM RIPRAP CLASS III CU YD $107.40 66 64.5 0 $6,927.30 144 2521.501 4" CONCRETE WALK SQ FT 52.91 6754 6466.2 0 $18,816.64 145 2521.501 4" CONCRETE WALK SPECIAL (COLORED CONCRETE) SQ FT $6.65 1290 1168.3 0 $7,769.20 146 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $47.41 54 127.6 0 $6,049.52 147 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $58.05 170 92.6 0 $5,375.43 148 2531.501 CONCRETE CURB & GUTTER DESIGN B418 LIN FT $12.53 934 1233.2 0 $15,452.00 Page 4 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 149 2531,501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $12.12 1228 764 0 $9,259.68 150 2531,618 TRUNCATED DOMES SQ FT $35.80 232 164 0 $5,871.20 151 2535,501 BITUMINOUS CURB LIN FT $5.30 260 360 0 $1,908.00 152 2540.602 WHEEL STOPS EACH $64.00 21 21 0 $1,344.00 153 2540.602 INSTALL MAIL BOX AND SUPPORT EACH $51.00 11 34 0 $1,734.00 154 2540.602 MAIL BOX SUPPORT EACH $102.00 11 34 0 $3,468.00 155 2554.509 GUIDE POST TYPE B EACH $61.00 6 6 0 $366.00 156 2563.601 TRAFFIC CONTROL LUMP SUM $27,619.00 1 1 0 $27,619.00 157 2564.531 SIGN PANELS TYPE C SQ FT $35.80 99 128 0 54,582.40 158 2564.537 INSTALL SIGN TYPE C EACH $86.90 28 34 0 $2,954.60 159 2564.602 INSTALL DELINEATOR EACH $77.00 2 2 0 $154.00 160 2565.511 TRAFFIC CONTROL SIGNAL SYSTEM A SIG SYS $191,288.00 1 1 0 $191,288.00 161 2565.601 EMERGENCY VEHICLE PREEMPTION SYSTEMA LUMP SUM $4,194.00 1 1 0 $4,194.00 162 2565.616 REVISE SIGNAL SYSTEM SYSTEM 54,501.00 1 1 0 $4,501.00 163 2573,530 STORM DRAIN INLET PROTECTION EACH $53.00 5 5 0 $265.00 164 2573.540 FILTER LOG TYPE COMPOST LOG LIN FT $1.50 500 1253 0 $1,879.50 165 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $2.10 400 220 0 $462.00 166 2573.601 CULVERT END PROTECTION LUMP SUM 5320.00 1 1 0 5320.00 167 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 5533.00 1 0 0 $0.00 168 2575.501 SEEDING ACRE 51,535.00 1.05 1.69 0 $2,594.15 169 2575.502 SEED MIXTURE 350 POUND $4.30 89 37 0 $159.10 170 2575.511 MULCH MATERIAL TYPE 3 TON 5383.00 2.1 0 0 $0.00 171 2575.519 DISK ANCHORING ACRE $184.00 1.05 0 0 $0.00 172 2575.532 FERTILIZER TYPE 4 POUND $1.00 157.5 350 0 $350.00 173 2582.501 PAVT MSSG (RT ARROW) PREFORMED THERMOPLASTIC EACH $307.00 7 8 0 $2,456.00 174 2582.501 PAVT MSSG (LT ARROW) PREFORMED THERMOPLASTIC EACH $307.00 8 8 0 $2,456.00 175 2582.502 4" SOLID LINE WHITE-EPDXY LIN FT $0.39 15805 18776 0 $7,322.64 176 2582.502 4" SOLID LINE YELLOW-EPDXY LIN FT $0.39 2000 1489 0 $580.71 177 2582.502 4" BROKEN LINE YELLOW-EPDXY LIN FT $0.39 3420 610 0 $237.90 178 2582.502 4" DOUBLE SOLID LINE YELLOW-EPDXY LIN FT $0.78 7005 5496 0 $4,286.88 179 2582.502 24" SOLID LINE WHITE -PREFORMED THERMOPLASTIC LIN FT $21.33 186 193.1 0 $4,118.82 180 2582.502 24" SOLID LINE YELLOW -PREFORMED THERMOPLASTIC LIN FT $21.83 575 572.7 0 $12,502.04 181 2582.503 CROSSWALK MARKING- PREFORMED THERMOPLASTIC SQ FT $11.76 1062 1152 0 $13,547.52 Totals For Section Project 2 - Lake Drive (CSAH 23) Main Street (CSAH 14): $960,957.23 Backsheet 1 182 2573.571 RAPID STABILIZATION METHOD 3 M GALLONS $566.00 2 5 0 $2,830.00 183 94592 PRIME CONTRACTOR ALLOWANCE (10%) LUMP SUM $113.20 1 0 0 $0.00 Totals For Backsheet 1: $2,830.00 Backsheet 2 184 2573.571 RAPID STABILIZATION METHOD 3 M GALLONS $566.00 12 12 0 $6,792.00 185 94592 PRIME CONTRACTOR ALLOWANCE (10%) LUMP SUM $679.20 1 0 0 $0.00 Totals For Backsheet 2: $6,792.00 Work Order 1 186 2575.505 SODDING TYPE SALT RESISTANT SQ YD $3.03 3260 4667 0 $14,141.01 Totals For Work Order 1: $14,141.01 Work Order 2 187 2021.501 MOBILIZATION LUMP SUM $1,300.00 1 1 0 $1,300.00 188 2521.501 4" CONCRETE WALK SQ FT 56.00 335 335 0 $2,010.00 189 93862 10% PRIME CONTRACTOR MARKUP LUMP SUM 5331.00 1 1 0 $331.00 190 2545.601 ELECTRICAL SERVICE LUMP SUM $6,014.68 1 1 0 $6,014.68 Page 5 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 191 93862 10"/ PRIME CONTRACTOR MARKUP LUMP SUM $601.47 1 1 0 $601.47 Totals For Work Order 2: $10,257.15 Work Order 3 192 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $1.50 1326.8 1326.8 0 $1,990.20 193 93862 10% PRIME CONTRACTOR MARKUP LUMP SUM $199.02 1 1 0 $199.02 Totals For Work Order 3: $2,189.22 Work Order 4 194 2104.523 FORCE ACCOUNT LUMP SUM $3,126.74 1 1 1 $3,126.74 Totals For Work Order 4: $3,126.74 Project Totals: $1,704,320.13 Page 6