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HomeMy WebLinkAbout6.g. Partial Payment #3 - 2010 Street Improvements, City Project #428ROSEMOU1*4T EXECUTIVE SUMMARY CITY COUNCIL City Council Meeting: October 19, 2010 AGENDA ITEM: Partial Payment #3 — 2010 Street AGENDA SECTION: Improvements, City Project #428 Consent PREPARED BY: Andrew J. Brotzler, PE, Director of P I' AGENDA NO. Works / City Engineer , ATTACHMENTS: Partial Payment #3 APPROVED BY: RECOMMENDED ACTION: Motion to Approve Partial Payment #3 for the 2010 Street Improvements, City Project #428. BACKGROUND: Attached for Council consideration is Partial Payment #3 for the 2010 Street Improvements, City Project #428. Major items of work completed on this pay voucher include bituminous paving, concrete sidewalk installation, concrete curb and gutter replacement, and sod installation. This pay voucher also includes Work Order 4 for Minor Extra Work which is negotiated compensation for additional work identified as necessary during construction. Descriptions of items included within Work Order 4 are listed below: • Irrigation system repair to accommodate new sidewalk on Shannon Parkway • Irrigation system repair to accommodate new sidewalk on Delta Avenue • Road profile modifications on Shannon Parkway at intersection of 133`d Court • Additional temporary striping on Shannon Parkway These changes result in a net increase of $40,935.23, 2.0% of the original contract amount, for a revised contract amount of $2,130,455.19. Work Order 4 has been included in Construction Pay Voucher No. 3 and has been approved by Mn /DOT Estimating. Of the contract increase, $21,641.23 is eligible for state funding and $19,294.00 is proposed for local funding. SUMMARY: Staff recommends Council approval of Partial Payment #3 for the 2010 Street Improvements, City Project #428. G: \F_NGPROJ \428 \20101019 CC Partial Payment 3.doc AL WSB & Associates, [tic. Owner: City of Rosemount 2875 145th Street West Rosemount, MN 55068 -4941 For Period: 9/1/2010 to 9/30/2010 Contractor: McNamara Contracting, Inc. 16700 Chippendale Avenue Rosemount, MN 55068 Pay Voucher RSMT - 2010 Street Improvement Project Client Contract No.: Project No.: 01668 -93 Client Project No.: 428 Date: 10/12/2010 Request No. Proiect Summary 1 Original Contract Amount $2,047,914.03 2 Contract Changes - Addition $82,541.16 3 Contract Changes - Deduction $0.00 4 Revised Contract Amount $2,130,455.19 5 Value Completed to Date $1,067,919.95 6 Material on Hand $0.00 7 Amount Earned $1,067,919.95 8 Less Retainage 5% $53,396.00 9 Subtotal $1,014,523.95 10 Less Amount Paid Previously $352,398.80 11 Liquidated Damages $0.00 12 AMOUNT DUE THIS PAY VOUCHER NO. 3 $662,125.15 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: WSB & Associates, Inc. Approved by Contractor: McNamara Contracting, Inc. Specified Contract Completion Date: 11/1/2010 Comment: Construction Observer: Approved by Owner: City of Rosemount Date: Page 1 of 7 Project Material Status Item No. Item I Description I Units I Unit Price I Contract I Quantity Quantity to Date Current Quantity Amount to Date BASE BID - SCHEDULE A - STREET AND PEDESTRIAN IMPROVEMENTS 1 2021.501 MOBILIZATION (5% MAXIMUM) LUMP SUM $15,710.00 1 0.82 0.71 $12,882.20 2 2101.502 CLEARING TREE $126.00 6 7 0 $882.00 3 2101.507 GRUBBING TREE $88.00 6 7 0 $616.00 4 2101.511 CLEARING AND GRUBBING - SHRUB EACH $28.00 12 42 10 $1,176.00 5 2102.502 PAVEMENT MARKING REMOVAL LIN FT $0.50 1000 1583 0 $791.50 6 12104.5011 REMOVE CURB AND GUTTER LIN FT $4.39 6350 4642.5 3098.5 $20,380.58 7 2104.501 REMOVE SEWER PIPE (STORM) LIN FT $6.60 597 693 89 $4,573.80 8 2104.503 REMOVE CONCRETE WALK SO FT $0.66 2470 1496 1008 $987.36 9 2104.503 REMOVE BITUMINOUS WALK SO FT $0.17 41750 44005 34109 $7,480.85 10 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $1.87 2040 2348 312 $4,390.76 11 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $9.6531 3605 2508 2508 $24,152.04 12 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SO YD $18.80 90 83 83 $1,560.40 13 2104.509 REMOVE SIGN EACH $20.00 47 0 0 $0.00 14 2104.509 REMOVE CASTING EACH $48.00 87 101 101 $4,848.00 15 2104.509 REMOVE DRAINAGE STRUCTURE EACH $264.00 11 11 0 $2,904.00 16 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $2.00 4360 3190 1687 $6,380.00 17 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $5.001 60 52 40 $260.00 18 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LUMP SUM $1,500.00 1 0 0 $0.00 19 2104.602 SALVAGE AND REINSTALL MAIL BOX EACH $85.00 63 17 17 $1,445.00 20 2105.501 COMMON EXCAVATION (P) CU YD $10.38 4260 4260 1460 $44,218.80 21 2105.507 SUBGRADE EXCAVATION CU YD $5.00 100 76 0 $380.00 22 2105.522 SELECT GRANULAR BORROW (CV) CU YD $5.34 2210 2198 186 $11,737.32 23 2105.523 COMMON BORROW (CV) (P) CU YD $5.81 420 420 0 $2,440.20 24 2105.525 TOPSOIL BORROW (LV) CU YD $18.07 1200 792 792 $14,311.44 25 2105.601 SITE GRADING LUMP SUM $1,500.00 1 1 1 $1,500.00 26 2112.501 SUBGRADE PREPARATION ROAD STA $1.00 28 28 28 $28.00 27 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR $125.00 25 10.5 2.5 $1,312.50 28 2130.501 WATER M GALLONS $66.00 100 0 0 $0.00 29 2211.501 AGGREGATE BASE CLASS 5 TON $7.15 3400 3152.56 1686.21 $22,540.80 30 2221.501 AGGREGATE SHOULDERING CLASS 2 MOD TON $25.55 1400 0 0 $0.00 31 2231.501 BITUMINOUS PATCHING MIXTURE TON $87.40 230 10 4 $874.00 32 2232.501 MILL BITUMINOUS SURFACE (1.5 ") (P) SQ YD $0.58 117950 0 0 $0.00 33 2232.604 EDGE MILL BITUMINOUS SURFACE T WIDE (0.0" TO 15") (P) SQ YD $1.00 1150 0 0 $0.00 34 12331.6041 BITUMINOUS PAVEMENT RECLAMATION (P) SQ YD $1.27 12500 12500 12500 $15,875.00 35 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.50 15595 1225 950 $3,062.50 36 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) TON $47.85 14620 1308.17 1045.35 $62,595.93 37 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C) TON $48.94 1840 1869.29 1506.351 $91,483.05 38 2360.503 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SQ YD $21.00 2150 957 957 $20,097.00 39 2360.505 TYPE SP 9.5 BITUMINOUS MIXTURE FOR TIGHT BLADE LEVELING TON $70.00 50 0 0 $0.00 40 2501.501 15" CS PIPE CULVERT LIN FT $35.20 40 40 0 $1,408.00 41 2501.515 15" CS PIPE APRON EACH $176.00 2 1 0 $176.00 42 2501.515 15" RC PIPE APRON WITH TRASH GUARD EACH $616.00 1 2 1 $1,232.00 43 2501.515 18" RC PIPE APRON WITH TRASH GUARD EACH $660.00 1 1 1 $660.00 44 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $22.00 384 449 67 $9,878.00 45 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $22.88 59 59 59 $1,349.92 46 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $26.40 285 285 0 $7,524.00 47 2504.602 RELOCATE HYDRANT AND VALVE EACH $1,320.00 1 1 0 $1,320.00 48 2504.602 ADJUST CURB BOX EACH $50.00 50 29 29 $1,450.00 49 2504.602 CURB BOX REPAIR EACH $210.00 10 22 22 $4,620.00 50 2504.602 ADJUST VALVE BOX EACH $50.00 27 71 7 $350.00 Page 2 of 7 Item No. Item Descripl on Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 51 2504.602 RECONSTRUCT VALVE BOX EACH $332.00 9 18 16 $5,976.00 52 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $30.80 30 18 0 $554.40 53 2504.608 DUCTILE IRON FITTINGS POUND $1.76 200 150 0 $264.00 54 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT $162.80 40.62 49.4 4.39 $8,042.32 55 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN G EACH $1,710.00 1 1 1 $1,710.00 56 2506.516 CASTING ASSEMBLY EACH $705.00 95 109 103 $76,845.00 57 2506.522 ADJUST FRAME & RING CASTING EACH $278.00 38 28 28 $7,784.00 58 2506.602 CONNECT INTO EXISTING STORM SEWER EACH $528.00 2 2 0 $1,056.00 59 j2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $1,634.00 3 3 0 $4,902.00 60 2511.501 RANDOM RIPRAP CLASS II CU YD $66.00 10 0 0 $0.00 61 2521.501 4" CONCRETE WALK SQ FT $3.62 24280 19580 19580 $70,879.60 62 2521.501 6" CONCRETE WALK SQ FT $4.79 5160 4890 4890 $23,423.10 63 2521.511 2" BITUMINOUS WALK SQ FT $2.79 10300 10044 0 $28,022.76 64 2531.501 CONCRETE CURB & GUTTER DESIGN SPECIAL LIN FT $14.62 6350 4618 3099 $67,515.16 65 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $34.91 1060 970 970 $33,862.70 66 2531.618 TRUNCATED DOMES SQ FT $30.00 384 336 252 $10,080.00 67 2540.602 MAIL BOX SUPPORT EACH $175.00 9 2 2 $350.00 68 2557.602 REPAIR DOG FENCE EACH $50.00 4 2 0 $100.00 69 2563.601 TRAFFIC: CONTROL LUMP SUM $7,900.00 1 0.82 0.71 $6,478.00 70 2564.531 SIGN PANELS TYPE C SQ FT $29.50 26.25 0 0 $0.00 71 j 2564.602 INSTALL SIGN EACH $75.00 34 0 0 $0.00 72 2564.602 SALVAGE AND REINSTALL SIGN EACH $110.00 7 0 0 $0.00 73 2565.602 PEDESTRIAN PUSH BUTTON AND SIGN EACH $7,550.00 4 0 0 $0.00 74 2571.501 CONIFEROUS TREE 8' HT B &B TREE $318.00 6 0 0 $0.00 75 2571.504 CONIFEROUS SHRUB NO 5 CONT SHRUB $38.20 6 13 13 $496.60 76 2571.505 DECIDUOUS SHRUB NO 5 CONT SHRUB $38.20 6 10 10 $382.00 77 2571.602 TREE PROTECTION EACH $30.00 20 0 0 $0.00 78 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $1.35 6250 5062 4864 $6,833.70 79 2573.602 INLET PROTECTION EACH $200.00 4 36 9 $7,200.00 80 2575.501 SEEDING (INCL TOPSOIL & FERTILIZER) ACRE $395.00 2.4 0.53 0.21 $209.35 81 2575.502 SEED MIXTURE 240 POUND $1.90 170 38 15 $72.20 82 2575.505 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD $3.95 10550 4251 3351 $16,791.45 83 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $0.91 10900 2569 1008 $2,337.79 84 2575.525 EROSION STABILIZATION MAT CLASS 4 SQ YD $7.10 650 0 0 $0.00 85 2575.532 FERTILIZER TYPE 1 POUND $0.75 480 107 42 $80.25 86 2582.501 PAVEMENT MESSAGE (RIGHT ARROW) EPDXY EACH $105.00 4 0 0 $0.00 87 2582.501 PAVEMENT MESSAGE (LEFT ARROW) EPDXY EACH $105.00 6 0 0 $0.00 88 2582.502 4" BROKEN LINE WHITE -EPDXY LIN FT $0.18 80 0 0 $0.00 89 2582.502 4" SOLID LINE WHITE -EPDXY LIN FT $0.18 17400 0 0 $0.00 90 2582.502 4" DOUBLE SOLID LINE YELLOW -PAINT LIN FT $0.75 1000 2008 0 $1,506.00 91 2582.502 4" DOUBLE SOLID LINE YELLOW -EPDXY LIN FT $0.36 8650 0 0 $0.00 92 2582.502 12" STOP LINE WHITE -EPDXY LIN FT $6.00 94 0 0 $0.00 93 2582.502 24" SOLID LINE YELLOW -EPDXY LIN FT $2.00 230 0 0 $0.00 94 12582.5031 CROSSWALK MARKING -EPDXY SQ FT 1 $3.601 2881 0 0 $0.00 Totals For Section BASE BID - SCHEDULE A - STREET AND PEDESTRIAN IMPROVEMENTS: $801,889.33 ALTERNATE 2: SHANNON PARKWAY PEDESTRIAN IMPROVEMENTS (137th Street to Evermoor Parkway) 128 2021.501 MOBILIZATION (5% MAXIMUM) LUMP SUM $500.00 1 1 0 $500.00 129 2101.502 CLEARING TREE $126.00 11 10 0 $1,260.00 130 2101.507 GRUBBING TREE $88.00 11 11 0 $968.00 131 2101.601 TREE TRIMMING LUMP SUM $400.00 1 1 0 $400.00 Page 3 of 7 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 132 2101.603 ROOT CUTTING LIN FT $5.00 200 0 0 $0.00 133 2104.501 REMOVE CURB AND GUTTER LIN FT $5.00 160 227.5 0 $1,137.50 134 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $10.00 260 249 0 $2,490.00 135 12104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $2.00 60 01 0 $0.00 136 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LUMP SUM $500.00 1 1 0 $500.00 137 2104.602 SALVAGE AND REINSTALL MAIL BOX EACH $85.00 2 0 0 $0.00 138 2105.501 COMMON EXCAVATION (P) CU YD $15.00 200 200 0 $3,000.00 139 2360.503 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SQ YD $25.00 200 211 211 $5,275.00 140 2411.618 MODULAR BLOCK RETAINING WALL SQ FT $22.90 150 110.7 0 $2,535.03 141 2504.602 CURB BOX REPAIR EACH $250.00 1 0 0 $0.00 142 2504.602 ADJUST CURB BOX EACH $75.00 2 0 0 $0.00 143 2504.602 SPRINKLER SYSTEM REPAIR EACH $250.00 2 2 2 $500.00 144 2521.501 4" CONCRETE WALK SQ FT $3.65 10150 11806 0 $43,091.90 145 2521.501 6" CONCRETE WALK SQ FT $4.84 210 220 0 $1,064.80 146 2531.501 CONCRETE CURB & GUTTER DESIGN SPECIAL LIN FT $15.17 160 227.5 0 $3,451.18 147 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $42.10 25 24 0 $1,010.40 148 2531.618 TRUNCATED DOMES SQ FT $30.00 64 56 0 $1,680.00 149 2540.602 MAIL BOX SUPPORT EACH $175.00 1 0 0 $0.00 150 2557.602 REPAIR DOG FENCE EACH $50.00 2 0 0 $0.00 151 2563.601 TRAFFIC CONTROL LUMP SUM $400.00 1 1 0 $400.00 152 2564.602 SALVAGE AND REINSTALL SIGN EACH $110.00 4 01 0 $0.00 153 2571.501 CONIFEROUS TREE 8' HT B &B TREE $318.00 5 7 7 $2,226.00 154 2571.502 DECIDUOUS TREE 2.5" CAL B &B TREE $235.00 6 8 3 $1,880.00 155 2571.504 CONIFEROUS SHRUB NO 5 CONT SHRUB $38.20 1 2 2 $76.40 156 2571.602 TREE PROTECTION EACH $30.00 10 0 0 $0.00 157 12575.505 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD $4.031 55001 2045 2045 $8,241.35 Totals For Section ALTERNATE 2: SHANNON PARKWAY PEDESTRIAN IMPROVEMENTS (137th Street to Evermoor Parkway): $81,687.56 ALTERNATE 3: CONNEMARA TRAIL PEDESTRIAN IMPROVEMENTS 158 2021.501 MOBILIZATION (5% MAXIMUM) LUMP SUM $500.00 1 1 0 $500.00 159 2101.601 TREE TRIMMING LUMP SUM $400.00 1 1 0 $400.00 160 2104.501 REMOVE CURB AND GUTTER LIN FT $5.00 275 378 0 $1,890.00 161 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $10.00 20 21 0 $210.00 162 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $5.00 40 39 0 $195.00 163 12104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LUMP SUM $500.00 1 1 0 $500.00 164 2105.501 COMMON EXCAVATION (P) CU YD $20.00 100 100 0 $2,000.00 165 2105.522 SELECT GRANULAR BORROW (CV) CU YD $25.00 15 3 0 $75.00 166 2211.501 AGGREGATE BASE CLASS 5 TON $30.00 10 0 0 $0.00 167 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $10.00 5 0 0 $0.00 168 2504.602 RELOCATE HYDRANT AND VALVE EACH $1,500.00 1 1 0 $1,500.00 169 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $35.00 10 0 0 $0.00 170 2504.608 DUCTILE IRON FITTINGS POUND $2.00 200 0 0 $0.00 171 2521.501 4" CONCRETE WALK SQ FT $3.65 12700 10965 0 $40,022.25 172 2531.501 CONCRETE CURB & GUTTER DESIGN SPECIAL LIN FT $15.17 275 378 0 $5,734.26 173 2531.618 TRUNCATED DOMES SQ FT $30.00 88 112 0 $3,360.00 174 2563.601 TRAFFIC CONTROL LUMP SUM $400.00 1 1 0 $400.00 175 2564.602 SALVAGE AND REINSTALL SIGN EACH $100.00 8 7 0 $700.00 176 12575.505 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD $4.30 3500 2787 557 $11,984.10 Totals For Section ALTERNATE 3: CONNEMARA TRAIL PEDESTRIAN IMPROVEMENTS: $69,470.61 ALTERNATE 4: DELTA AVENUE PEDESTRIAN IMPROVEMENTS 177 12021.5011 MOBILIZATION (5% MAXIMUM) ILUMPSUMI $500.001 1 11 0.5 $500.00 Page 4 of 7 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 178 2101.502 CLEARING TREE $126.00 9 1 0 $126.00 179 2101.507 GRUBBING TREE $88.00 9 1 0 $88.00 180 2101.601 TREE TRIMMING LUMP SUM $400.00 1 0 0 $0.00 181 12101.603 ROOT CUTTING LIN FT $5.00 100 01 0 $0.00 182 2104.501 REMOVE CURB AND GUTTER LIN FT $5.00 120 53.5 53.5 $267.50 183 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $10.00 50 0 0 $0.00 184 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $10.00 660 624 0 $6,240.00 185 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $2.00 160 64.5 0 $129.00 186 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LUMP SUM $500.00 1 0 0 $0.00 187 2104.602 SALVAGE AND REINSTALL MAIL BOX EACH $85.00 9 91 9 $765.00 188 2105.501 COMMON EXCAVATION (P) CU YD $20.00 170 170 170 $3,400.00 189 2105.522 SELECT GRANULAR BORROW (CV) CU YD $20.00 30 0 0 $0.00 190 2211.501 AGGREGATE BASE CLASS 5 TON $30.00 15 0 0 $0.00 191 2360.503 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SQ YD $21.00 530 524 524 $11,004.00 192 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $5.00 5 0 0 $0.00 193 2411.618 MODULAR BLOCK RETAINING WALL SQ FT $22.90 120 299.91 245.41 $6,867.94 194 2504.602 RELOCATE HYDRANT AND VALVE EACH $1,500.00 2 2 2 $3,000.00 195 2504.602 CURB BOX REPAIR EACH $250.00 2 4 4 $1,000.00 196 2504.602 ADJUST CURB BOX EACH $75.00 7 5 5 $375.00 197 2504.602 SPRINKLER SYSTEM REPAIR EACH $50.00 9 15 15 $750.00 198 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $35.00 20 12 12 $420.00 199 2503.608 DUCTILE: IRON FITTINGS POUND $2.00 400 0 0 $0.00 200 2521.501 4" CONCRETE WALK SQ FT $3.75 3500 3642 3642 $13,657.50 201 2521.501 6" CONCRETE WALK SQ FT $4.781 750 851 851 $4,067.78 202 2531.501 CONCRETE CURB & GUTTER DESIGN SPECIAL LIN FT $14.27 120 51 51 $727.77 203 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $34.96 55 60 60 $2,097.60 204 2531.618 TRUNCATED DOMES SQ FT $30.00 16 16 16 $480.00 205 2563.601 TRAFFIC CONTROL LUMP SUM $200.00 1 1 1 $200.00 206 2540.602 MAIL BOX SUPPORT EACH $175.00 2 1 1 $175.00 207 2557.602 REPAIR DOG FENCE EACH $50.00 5 0 0 $0.00 208 2571.501 CONIFEROUS TREE 8' HT B &B TREE $318.00 1 0 0 $0.00 209 2571.502 DECIDUOUS TREE 2.5" CAL B &B TREE $235.00 8 10 2 $2,350.00 210 2571.602 TREE PROTECTION EACH $30.00 7 0 0 $0.00 211 2575.505 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD $4.30 28001 851 851 $3,659.30 Totals For Section ALTERNATE 4: DELTA AVENUE PEDESTRIAN IMPROVEMENTS: $62,347.39 ALTERNATE 10 - DRIVER FEEDBACK SIGNS (SOLAR POWERED) 224 12563.6021 DYNAMIC: SPEED DISPLAY SIGN I EACH 1$9,000.001 21 01 0 $0.00 Totals For Section ALTERNATE 10 - DRIVER FEEDBACK SIGNS (SOLAR POWERED): $0.00 Backsheet 1 225 12573.6021 INLET PROTECTION I EACH 1 $200.001 81 81 0 $1,600.00 Totals For Backsheet 1: $1,600.00 Backsheet 2 226 12411.6181 MODULAR BLOCK RETAINING WALL JSQ FT 1 $22.901 157.751 157.751 0 $3,612.48 Totals For Backsheet 2: $3,612.48 Backsheet 3 227 12506.5161 CASTING ASSEMBLY I EACH 1 $705.001 11 11 0 $705.00 Totals For Backsheet 3: $705.00 Backsheet 4 228 21 04.5091 REMOVE CASTING I EACH 1 $48.001 11 11 0 $48.00 Totals For Backsheet 4: $48.00 Page 5 of 7 Item No. I Item I Units jUnitPrice I Contract Quantity Quantity to Date Current Quantity Amount to Date Change Order 1 240 2102.502 PAVEMENT MARKING REMOVAL LIN FT $0.50 200 0 0 $0.00 241 2104.501 REMOVE CURB AND GUTTER LIN FT $4.39 20 0 0 $0.00 242 2521.501 4" CONCRETE WALK SQ FT $3.62 150 0 0 $0.00 243 2531.501 CONCRETE CURB & GUTTER DESIGN SPECIAL LIN FT $14.62 20 0 0 $0.00 244 2531.618 TRUNCATED DOMES SQ FT $30.00 8 0 0 $0.00 245 2564.531 SIGN PANELS TYPE C SQ FT $29.50 191 0 0 $0.00 246 2565.602 PEDESTRIAN PUSH BUTTON AND SIGN EACH $7,550.00 2 0 0 $0.00 247 2582.502 4" SOLID LINE WHITE -EPDXY LIN FT $0.18 16000 0 0 $0.00 248 2582.503 CROSSWALK MARKING -EPDXY SQ FT $3.60 144 0 0 $0.00 249 2582.5011 PAVEMENT MESSAGE (BIKE SYMBOL) EPDXY I EACH $110.00 42 0 0 $0.00 Totals For Change Order 1: $0.00 Work Order 1 229 12231.5011 BITUMINOUS PATCHING MIXTURE I TON 1 $87.401 23.91 23.9 0 $2,088.86 230 12104.503 1 REMOVE BITUMINOUS WALK I SQ FT 1 $0.171 10801 1080 0 $183.60 Totals For Work Order 1: $2,272.46 Work Order 2 231 12123.6011 FORCE ACCOUNT ILUMPSUMI $1,259.251 11 11 0 $1,259.25 Totals For Work Order 2: $1,259.25 Work Order 3 232 12504.6011 IRRIGATION REPAIR ILUMPSUMI $2,092.641 11 11 0 $2,092.64 Totals For Work Order 3: $2,092.64 Work Order 4 233 2504.601 IRRIGATION SYSTEM REPAIR LUMP SUM $17,736.40 1 1 1 $17,736.40 234 2504.601 IRRIGATION SYSTEM REPAIR LUMP SUM $19,294.00 1 1 1 $19,294.00 235 2564.603 4" DOUBLE SOLID LINE YELLOW -PAINT LIN FT $0.75 960 960 960 $720.00 236 2564.603 4" SOLID LINE WHITE -PAINT LIN FT $0.33 1783 1783 1783 $588.39 237 2564.603 BLACKOUT DOUBLE YELLOW -PAINT LIN FT $0.33 2568 2568 2568 $847.44 238 2582.501 ITURN ARROWS -PAINT EACH $49.501 21 21 2 $99.00 239 12123.6011 FORCE: ACCOUNT ILUMPSUMI $1,650.00 11 11 1 $1,650.00 Totals For Work Order 4: $40,935.23 Project Totals: $1,067,919.95 Page 6 of 7 Project Payment Status Owner: City of Rosemount Client Project No.: 428 Client Contract No.: Project No.: 01668 -93 Contractor: McNamara Contracting, Inc. Contract Chanaes No. Type Date Description Amount BK1 Backsheet 7/20/2010 Inlet Protection: Item created for Alternate 3 at the Contract Unit Price in the Base Bid. $1,600.00 BK2 Backsheet 7/26/2010 Modular Block Retaining Wall: Item created for Alternate 3 at the Contract Unit Price in Alternate 4. $3,612.48 BK3 Backsheet 7/30/2010 Casting Assembly: Item created for Alternate 3 at the Contract Unit Price in the Base Bid. $705.00 BK4 Backsheet 7/30/2010 Remove Casting: Item created for Alternate 3 at the Contract Unit Price in the Base Bid. $48.00 W01 Work Order 7/31/2010 Work Order created for installation of temporary path for "Run for the Gold" race. $2,272.46 W02 Work Order 7/31/2010 Force Account Work $1,259.25 W03 Work Order 7/31/2010 Irrigation system repair ($1642.64) and installation of conduits and sieves under sidewalk ($450.00). $2,092.64 W04 Work Order 10/712010 Shannon Parkway and Delta Avenue Irrigation System Repair, temporary striping, and Force Account Work $40,935.23 C01 Change Order 7/16/2010 ADDITION OF SIGNING AND STRIPING IMPROVEMENTS ON SHANNON PKWY CONNEMARA TRAIL. $30,016.10 Change Order Totals: $82,541.16 Pavment Summary No. From Date To Date Payment Total Payment Retainage Per Payment Total Retainage Total Payment + Retainage Work Certified Per Payment Total Work Certified 1 7/1/2010 7/31/2010 $119,940.09 $119,940.09 $6,312.64 $6,312.64 $126,252.73 $126,252.73 $126,252.73 2 8/1/2010 8/31/20101$232,458.71 $352,398.80 $12,234.67 $18,547.31 $370,946.11 $244,693.38 $370,946.11 3 9/l/2010,9/30/20101$662,125.15 $1,014,523.95 $34,848.69 $53,396.00 $1,067,919.951 $696,973.84 $1,067,919.95 Payment Totals: $1,014,523.951 $53,396.001 $1,067,919.95 $1,067,919.95 Proiect Summary Material On Hand: Total Payment to Date: Total Retainage: Total Amount Earned: $0.00 $1,014,523.95 Original Contract: $53,396.00 Contract Changes: $1,067,919.95 Revised Contract: Page 7 of 7 $2,047,914.03 $82,541.16 $2,130,455.19