The URL can be used to link to this page

Home My WebLink About6.i. Partial Payment #1 - 2010 Street Improvements, City Project #4284ROSEMOUNTEXECUTIVE SUMMARY CITY COUNCIL City Council Meeting: September 7, 2010 AGENDA ITEM: Partial Payment #1 — 2010 Street AGENDA SECTION: Improvements, City Project #428 Consent PREPARED BY: Andrew J. Brotzler, PE, Director of Pu AGENDA NO. c l Works / City Engineer • . ATTACHMENTS: Partial Payment #1 APPROVED BY: RECOMMENDED ACTION: Motion to Approve Partial Payment #1 for the 2010 Street Improvements, City Project #428. BACKGROUND: Attached for Council consideration is Partial Payment #1 for the 2010 Street Improvements, City Project #428. Major items of work completed on this pay voucher include storm sewer installation, sidewalk installation, and roadway grading on Shannon Parkway and sidewalk installation along Connemara Trail. This pay voucher also includes Work Orders for Minor Extra Work which is negotiated compensation for additional work identified as necessary during construction. Descriptions for the Work Orders have been included below: • Work Order 1: Installation of bituminous trail for the "Run for the Gold" race Work Order 2: Storm sewer modifications to match grade changes Work Order 3: Irrigation system repair on Connemara Trail Work Order 3 is compensation for irrigation repairs on Connemara Trail that were more extensive than typical sidewalk construction projects. These repairs could not be included within the existing irrigation repair bid item due to variations and complexities in the existing irrigation systems. Additional irrigation repairs will also be required along Shannon Parkway and Delta Avenue. These changes result in a next increase of $5,624.35, 0.27% of the original contract amount, for a revised contract amount of $2,053,538.38. Work Orders included in Construction Pay Voucher No. 1 have been approved by 1\1n /DOT Estimating and are eligible for state funding. SUMMARY: Staff recommends Council approval of Partial Payment #1 for the 2010 Street Improvements, City Project #428. G: \GNGPROJ \428 \20100907 CC Partial Payment 1.doc WSB & Associates, Inc. August 12, 2010 Engineering ■ Planning ■ Environmental ■ Construction Mr. Andy Brotzler, PE City Engineer City of Rosemount 2875 —145`" Street West Rosemount, MN 55068 Re: Construction Pay Voucher No. 1 2010 Street Improvements Project S.A.P. 208 - 104 -005 and S.A.P. 208 -106 -008 City of Rosemount Project No. 428 WSB Project No. 1668 -93 Dear Mr. Brotzler: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763 -541 -4800 Fax: 763 -541 -1700 Please find enclosed Construction Pay Voucher No. 1 in the amount of $119,940.09 for the above - referenced project. Major items of work completed during July included storm sewer installation, sidewalk installation, and roadway grading. The quantities completed to date have been reviewed and agreed upon by the contractor and we hereby recommend that the City of Rosemount approve Construction Pay Voucher No. 1 for McNamara Contracting, Inc. If you have any questions or comments regarding the enclosed, please contact me at 763 - 287 -7173. Sincerely, WSB & Associates, Inc. Morg Daw y, E Project er Enclosures cc: Cindy Dorniden, City of Rosemount Mike McNamara, McNamara Contracting, Inc. tsf Minneapolis ■ St. Cloud Equal Opportunity Employer K:W 1668- 43VUrn1nTong —fim Admin\Wa; Vouches and L7RS1LTR VO 1 CTYa brolzkr- 0812 10.doc Owner: City of Rosemount Date: 8/11/2010 2875 145th Street West WSB Rosemount, MN 55068 -4941 For Period: 71112010 to 713112010 Request No.: 1 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 Project Summary 1 Original Contract Amount $2,047,914.03 2 Contract Changes - Addition $11,589.83 3 Contract Changes - Deduction $0.00 4 Revised Contract Amount $2,059,503.86 5 Value Completed to Date $126,252.73 6 Material on Hand $0.00 7 Amount Earned $126,252.73 8 Less Retainage 5% $6,312.64 9 Subtotal $119,940.09 10 Less Amount Paid Previously $0.00 11 Liquidated Damages $0.00 12 AMOUNT DUE THIS PAY VOUCHER NO. 1 $119,940.09 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. Approved by Contractor: McNamar Contracting, [PC. Construction Observer: IYA A *&� � Specified Contract Completion Date: Date: 12/30/2011 Comment: Project Material Status Item No. Item Description Units Unit Price Contract Quantity �to Quantity 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 0.11 0.11 $1,728.10 2 2101.502 CLEARING TREE $126.00 6 7 7 $882.00 3 2101.507 GRUBBING TREE $88.00 6 7 7 $616.00 4 2101.511 CLEARING AND GRUBBING - SHRUB EACH $28.00 12 7 7 $196.00 5 2102.502 PAVEMENT MARKING REMOVAL LIN FT $0.50 1000 771 771 $385.50 6 2104.501 REMOVE CURB AND GUTTER LIN FT $4.39 6350 741 741 $3,252.99 7 2104.501 REMOVE SEWER PIPE (STORM) LIN FT $6.60 597 123 123 $811.80 8 2104.503 REMOVE CONCRETE WALK SQ FT $0.66 2470 50 50 $33.00 9 2104.503 REMOVE BITUMINOUS WALK SQ FT $0.17 41750 8304 8304 $1,411.68 10 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $1.87 2040 627 627 $1,172.49 11 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $9.63 3605 0 0 $0.00 12 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD $18.80 90 0 0 $0.00 13 2104.509 REMOVE_ SIGN EACH $20.00 47 0 0 $0.00 14 2104.509 REMOVE CASTING EACH $48.00 87 0 0 $0.00 15 2104.509 REMOVE DRAINAGE STRUCTURE EACH $264.00 11 4 4 $1,056.00 16 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $2.00 4360 169 169 $338.00 17 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $5.00 60 0 0 $0.00 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 0 0 $0.00 20 2105.501 COMMON EXCAVATION (P) CU YD $10.38 4260 1152 1152 $11,957.76 21 2105.507 SUBGRADE EXCAVATION CU YD $5.00 1001 0 0 $0.00 22 2105.522 SELECT GRANULAR BORROW (CV) CU YD $5.34 2210 707 707 $3,775.38 23 2105.523 COMMON BORROW (CV) (P) CU YD $5.81 420 0 0 $0.00 24 2105.525 TOPSOIL BORROW (LV) CU YD $18.07 1200 0 0 $0.00 25 2105.601 SITE GRADING LUMP SUM $1,500.00 1 0 0 $0.00 26 2112.501 SUBGRADE PREPARATION ROAD STA $1.00 28 0 0 $0.00 27 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR $125.00 25 4 4 $500.00 28 2130.501 WATER M GALLONS $66.00 100 0 0 $0.00 29 2211.501 AGGREGATE BASE CLASS 5 TON $7.15 3400 506.93 506.93 $3,624.55 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 0 0 $0.00 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 7' WIDE (0.0" TO 1.5 ") (P) SQ YD $1.00 1150 0 0 $0.00 34 2331.604 BITUMINOUS PAVEMENT RECLAMATION (P) SQ YD $1.27 12500 0 0 $0.00 35 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.50 15595 0 0 $0.00 36 2360.501 TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) TON $47.85 14620 0 0 $0.00 37 2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,C) TON $48.94 1840 0 0 $0.00 38 2360.503 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SQ YD $21.001 2150 0 0 $0.00 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 0 0 $0.00 41 2501.515 15" CS PIPE APRON EACH $176.00 2 0 0 $0.00 42 2501.515 15" RC PIPE APRON WITH TRASH GUARD EACH $616.00 1 0 0 $0.00 43 2501.515 18" RC PIPE APRON WITH TRASH GUARD EACH $660.00 1 0 0 $0.00 44 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $22.00 384 144 144 $3,168.00 45 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $22.88 59 0 0 $0.00 46 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $26.40 285 0 0 $0.00 47 2504.602 RELOCATE HYDRANT AND VALVE EACH $1,320.00 1 1 1 $1,320.00 48 2504.602 ADJUST CURB BOX EACH $50.00 50 0 0 $0.00 49 2504.602 CURB BOX REPAIR JEACH $210.00 10 0 0 $0.00 50 2504.602 ADJUST VALVE BOX JEACH 1 $50.00 27 0 0 $0.00 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 51 2504.602 RECONSTRUCT VALVE BOX EACH $332.00 9 2 2 $664.00 52 2504.603 6" WAl ER MAIN -DUCT IRON CL 52 LIN FT $30.80 30 18 18 $554.40 53 2504.608 DUCTI'_E IRON FITTINGS POUND $1.76 200 150 150 $264.00 54 2506.501 CONS "RUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT $162.80 40.62 10.81 10.81 $1,759.87 55 2506.502 CONS'.-RUCT DRAINAGE STRUCTURE DESIGN G EACH $1,710.00 1 0 0 $0.00 56 2506.516 CASTING ASSEMBLY EACH $705.00 95 2 2 $1,410.00 57 2506.522 ADJUST FRAME & RING CASTING EACH $278.00 38 0 0 $0.00 58 2506.602 CONNECT INTO EXISTING STORM SEWER EACH $528.00 2 0 0 $0.00 59 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH $1,634.00 3 2 2 $3,268.00 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 0 0 $0.00 62 2521.501 6" CONCRETE WALK SQ FT $4.79 5160 0 0 $0.00 63 2521.511 2" BITUMINOUS WALK SQ FT $2.79 10300 0 0 $0.00 64 2531.501 CONCRETE CURB & GUTTER DESIGN SPECIAL LIN FT $14.62 6350 726 726 $10,614.12 65 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $34.91 1060 0 0 $0.00 66 2531.618 TRUNCATED DOMES SQ FT $30.00 384 0 0 $0.00 67 2540.602 MAIL BOX SUPPORT EACH $175.00 9 0 0 $0.00 68 2557.602 REPAIR DOG FENCE EACH $50.00 4 0 0 $0.00 69 2563.601 TRAFFIC CONTROL LUMP SUM $7,900.00 1 0.11 0.11 $869.00 70 2564.531 SIGN PANELS TYPE C SQ FT $29.50 26.25 01 0 $0.00 71 2564.602 INSTALL SIGN EACH $75.00 34 01 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 0 0 $0.00 76 2571.505 DECIDUOUS SHRUB NO 5 CONT SHRUB $38.20 6 0 0 $0.00 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 0 0 $0.00 79 2573.602 INLET PROTECTION EACH $200.00 4 12 12 $2,400.00 80 2575.501 SEEDING (INCL TOPSOIL & FERTILIZER) ACRE $395.00 2.4 0 0 $0.00 81 2575.502 SEED MIXTURE 240 POUND $1.90 170 0 0 $0.00 82 2575.505 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD $3.95 10550 0 0 $0.00 83 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $0.91 10900 0 0 $0.00 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 0 0 $0.00 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 1109 1109 $831.75 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 2301 0 0 $0.00 94 2582.503 CROSSWALK MARKING -EPDXY SQ FT $3.601 2881 0 0 $0.00 Totals For Section BASE BID - SCHEDULE A - STREET AND PEDESTRIAN IMPROVEMENTS: $58,864.39 ALTERNATE 2: SHANNON PARKWAY PEDESTRIAN IMPROVEMENTS (137th Street to Evermoor Parkway) 128 2021.501 MOBILIZATION (5% MAXIMUM) LUMP SUM $500.00 1 0 0 $0.00 129 2101.502 CLEARING TREE $126.00 11 10 10 $1,260.00 130 2101.507 GRUBBING TREE $88.00 11 1 1 $88.00 131 2101.601 TREE TRIMMING LUMP SUM $400.00 1 1 1 $400.00 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 0 0 $0.00 134 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD $10.00 260 0 0 $0.00 135 12104.513 1 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $2.00 60 0 0 $0.00 136 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LUMP SUM $500.00 1 0 0 $0.00 137 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 0 0 $0.00 139 2360.503 TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK SQ YD $25.00 200 0 0 $0.00 140 2411.618 MODULAR BLOCK RETAINING WALL SQ FT $22.90 150 0 0 $0.00 141 2504.602 CURB 130X 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 0 0 $0.00 144 2521.501 4" CONCRETE WALK SQ FT $3.65 10150 0 0 $0.00 145 2521.501 6" CONCRETE WALK SQ FT $4.84 210 0 0 $0.00 146 2531.501 CONCRETE CURB & GUTTER DESIGN SPECIAL LIN FT $15.17 160 0 0 $0.00 147 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $42.10 25 0 0 $0.00 148 2531.618 TRUNCATED DOMES SQ FT $30.00 64 0 0 $0.00 149 2540.602 MAIL BOX SUPPORT EACH $175.00 1 01 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 0 0 $0.00 152 2564.602 SALVAGE AND REINSTALL SIGN EACH $110.00 4 0 0 $0.00 153 2571.501 CONIFEROUS TREE 8' HT B &B TREE $318.00 5 0 0 $0.00 154 2571.502 DECIDUOUS TREE 2.5" CAL B &B TREE $235.00 6 0 0 $0.00 155 2571.504 CONIFEROUS SHRUB NO 5 CONT SHRUB $38.20 1 0 0 $0.00 156 2571.602 TREE PROTECTION EACH $30.00 10 0 0 $0.00 157 2575.505 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD $4.03 55001 0 0 $0.00 Totals For Section ALTERNATE 2: SHANNON PARKWAY PEDESTRIAN IMPROVEMENTS (137th Street to Evermoor Parkway): 1 $1,748.00 ALTERNATE 3: CONNEMARA TRAIL PEDESTRIAN IMPROVEMENTS 158 2021.501 MOBILIZATION (5% MAXIMUM) LUMP SUM $500.001 1 0.5 0.5 $250.00 159 2101.601 TREE TRIMMING LUMP SUM $400.00 1 1 1 $400.00 160 2104.501 REMOVE CURB AND GUTTER LIN FT $5.00 275 378 378 $1,890.00 161 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $10.00 20 21 21 $210.00 162 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $5.00 40 39 39 $195.00 163 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LUMP SUM $500.00 1 0 0 $0.00 164 2105.501 COMMON EXCAVATION (P) CU YD $20.001 100 0 0 $0.00 165 2105.522 SELECT GRANULAR BORROW (CV) CU YD $25.00 15 3 3 $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 1 $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 10965 $40,022.25 172 2531.501 CONCRETE CURB & GUTTER DESIGN SPECIAL LIN FT $15.17 275 378 378 $5,734.26 173 2531.618 TRUNCATED DOMES SQ FT $30.00 88 112 112 $3,360.00 174 2563.601 TRAFFIC CONTROL LUMP SUM $400.00 1 0.5 0.5 $200.00 175 2564.602 SALVAGE AND REINSTALL SIGN EACH $100.00 8 0 0 $0.00 176 2575.505 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD 1 $4.30 3500 01 0 $0.00 Totals For Section ALTERNATE 3: CONNEMARA TRAIL PEDESTRIAN IMPROVEMENTS: $53,836.51 ALTERNATE 4: DELTA AVENUE PEDESTRIAN IMPROVEMENTS 177 2021.501 MOBILIZATION (5% MAXIMUM) LUMP SUM $500.00 1 0 0 $0.00 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 1 $126.00 179 2101.507 GRUBBING TREE $88.00 9 1 1 $88.00 180 2101.601 TREE TRIMMING LUMP SUM $400.00 1 0 0 $0.00 181 2101.603 ROOT CUTTING LIN FT $5.00 100 01 0 $0.00 182 2104.501 REMOVE CURB AND GUTTER LIN FT $5.00 120 0 0 $0.00 183 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 0 0 $0.00 185 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $2.00 160 0 0 $0.00 186 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 01 0 $0.00 188 2105.501 COMMON EXCAVATION (P) CU YD $20.001 170 0 0 $0.00 189 2105.522 SELECT GRANULAR BORROW (CV) CU YD $20.00 30 0 0 $0.00 190 2211.501 AGGRE =GATE 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 0 0 $0.00 192 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 0 0 $0.00 194 2504.602 RELOCATE HYDRANT AND VALVE EACH $1,500.00 2 0 0 $0.00 195 2504.602 CURB BOX REPAIR EACH $250.00 2 0 0 $0.00 196 2504.602 ADJUST CURB BOX EACH $75.00 7 0 0 $0.00 197 2504.602 SPRINKLER SYSTEM REPAIR EACH $50.00 9 0 0 $0.00 198 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $35.00 20 0 0 $0.00 199 2503.608 DUCTILE IRON FITTINGS POUND $2.00 400 0 0 $0.00 200 2521.501.4" CONCRETE WALK SQ FT $3.75 3500 0 0 $0.00 201 2521.501 6" CONCRETE WALK SQ FT $4.78 750 0 0 $0.00 202 2531.501 CONCRETE CURB & GUTTER DESIGN SPECIAL LIN FT $14.27 120 0 0 $0.00 203 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $34.96 55 0 0 $0.00 204 2531.618 TRUNCATED DOMES SQ FT $30.001 16 0 0 $0.00 205 2563.601 TRAFFIC CONTROL LUMP SUM $200.00 1 0 0 $0.00 206 2540.602 MAIL BOX SUPPORT EACH $175.00 2 0 0 $0.00 207 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 0 0 $0.00 210 2571.602 TREE PROTECTION EACH $30.00 7 0 0 $0.00 211 2575.505 SODDING, TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD 1 $4.301 2800 0 0 $0.00 Totals For Section ALTERNATE 4: DELTA AVENUE PEDESTRIAN IMPROVEMENTS: $214.00 ALTERNATE 10 - DRIVER FEEDBACK SIGNS (SOLAR POWERED) 224 12563.602 1 DYNAMIC SPEED DISPLAY SIGN JEACH 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 EACH 200.001 81 81 8 $1,600.00 Totals For Backsheet 1: $1,600.00 Backsheet 2 226 12411.618 1 MODULAR BLOCK RETAINING WALL JSQ FT 1 $22.901 157.751 157.751 157.751 $3,612.48 Totals For Backsheet 2: $3,612.48 Backsheet 3 227 12506.516 1 CASTING ASSEMBLY EACH $705.001 11 11 1 $705.00 Totals For Backsheet 3: $705.00 Backsheet 4 228 12104.5091REMOVE CASTING EACH 1 $48.001 11 11 1 $48.00 Totals For Backsheet Item No. I Item Description Units Unit Price I Contract Quantity I Quantity to Date Current Quantity Amount to Date Work Order 1 229 2231.501 1 BITUMINOUS PATCHING MIXTURE TON 1 $87.401 23.91 23.91 23.9 $2,088.86 230 2104.503 1 REPtOVE BITUMINOUS WALK JSQ FT $0,171 lo8ol 10801 1080 $1B3.60 Totals For Work Order 1: $2,272.46 Work Order 2 231 2123.601 FORCE ACCOUNT LUMP SUM $1,259.25 1 1 1 $1,259.25 Totals For Work Order 2: $1,259.25 Work Order 3 232 2504.601 IRRIGATION REPAIR I LUMP SUM $2,092.64 1 1 1 $2,092.64 Totals For Work Order 3: $2,092.64 Project Totals: $126,252.73 Project Payment Status Owner: City of Rosemount Client Project No.: 428 Client Contract No.: Project No.: 01668 -93 Contractor: McNamara Contracting, Inc. Contract Chan es 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 $3,612.48 $6,312.64 $6,312.64 $126,252.73 Alternate 4. $126,252.73 BK3 Backsheet 7/30/2010 Casting Assembly: Item created for Alternate 3 at the Contract Unit Price in the Base $705.00 $126,252.73 Bid. BK4 Backsheet 7/30/2010 Remove Casting: Item created for Alternate 3 at the Contract Unit Price in the Base $48.00 Bid. WO1 Work Order 7/31/2010 Work Order created for installation of temporary path for "Run for the Gold" race. $2,272.46 WO2 Work Order 7/31/2010 Force Account Work $1,259.25 WO3 Work 7/31/2010 Irrigation system repair ($1642.64) and installation of conduits and sleves under $2,092.64 Order sidewalk ($450.00). Change Order Totals: $11,589.83 Payment 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 Payment Totals: $119,940.09 $6,312.64 $126,252.73 $126,252.73 Project Summary Material On Hand: Total Payment to Date: Total Retainage: Total Amount Earned: $0.00 $119,940.09 Original Contract: $6,312.64 Contract Changes: $126,252.73 Revised Contract: $2,047,914.03 $11,589.83 $2,059,503.86