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Home My WebLink About4C, Resolution 2011-049 - Final Payment for the 2010 PMP to T.A. Schifsky and Sons,Tt A DEN HILLS Request for Council Action Prepared By: Kristine Giga, Civil Engineer Council Meeting Date: October 10, 2011 Resolution 2011 -049: Accepting Work Completed, Starting Two -Year Warranty and Authorizing Final Payment for the 2010 Pavement Management Program to T.A. Schifsky and Sons, Inc., in the Amount of $10,507.82 Budgeted Amount: $1,102,000 Estimated Actual Amount: $933,766.77 Funding Source: PIR, Enterprise Funds, Special Assessments Recommendation: Approve Resolution 2011 -049: Accepting the work completed, starting two -year warranty and authorizing final paymentfor the 2010 Pavement Management Program to T.A. Schifsky and Sons, Inc., of North Saint Paul, Minnesota, in the amount of $10,507.82. Supporting Documents: 1. Memorandum dated October 10, 2011 from Kristine Giga. 2. Application for Payment #6. 3. Resolution 2011 -049. �I�N HILLS MEMORANDUM DATE: October 10. 2011 TO: Honorable Mayor and City Councilmembers Patrick Klaers, City Administrator FROM: Kristine Oiga, Civil Engineer SUBJECT: 2010 Pavement Management Program- Payment #6 (Final Payment) Background The City of Arden Hills awarded T.A. Schifsky & Sons, Inc., of North Saint Paul, Minnesota, the 2010 Pavement Management Program Project on May 10, 2010, for a total contract amount of $779,799.67. Change Order #1 was approved simultaneously, eliminating Janet Court from the project, reducing the contract amount to $731,630.59. Discussion This pay request includes $10,000 of retainage held during the construction of the project, and some additional restoration work the contractor completed this spring as directed by City Staff. Financial Implications The following breakdown shows the funding sources and amounts for Payment #6: Funding Source Amount PIR $ 7,243.49 Surface Water Management $ 913.52 Sanitary Sewer $ 1,114.28 Watermain $ 1,236.53 Total $ 10,507.82 The final contract amount was $752,707.99, which is 2.8% more than the original contracted amount, or $21,077.40. This is due to the two change orders that were City Council Meeting \\ Metro- inet.us \ardenhills \PR &PW\ Engineering \Council_Actians\2011 \10 -10 -11 Memo_201 OPMP Payment #6_fnal.doc Page 1 of 2 approved by the City Council during construction for a heavier roadway section on Valentine Court and part of Valentine Avenue. Significant rain events created unusually wet conditions. It was determined that it would be most time and cost - effective to increase the roadway section rather than try to dry the in -place soils. A 4% contingency was included in calculating the assessment rate; these additional costs are within the contingency. The total engineering costs were 15% of the construction costs, or 5% less than the estimated 20% of construction costs. The following table shows final costs allocated to each of the funds, including construction costs. WSB and Roseville engineering costs and overhead fees (administrative, legal, etc.. as defined in the assessment policy). Council Action Requested Approve Resolution 2011 -049: Accepting the work completed, starting two -year warranty and authorizing final paymentfor the 2010 Pavement Management Program to T.A. Schifsky and Sons, Inc., of North Saint Paul, Minnesota, in the amount of $10,507.82. City Council Meeting \\ Metro- inet.us \ardenhills \PR &PW \Engineering \Council_Actions \2011 \ 10 -10 -11 Memo_2010PMP_Payment #6_fnal.doc Page 2 of 2 Budgeted T.A. Schifsky and Sons, Inc. WSB & Associates, Inc. Roseville 13% overhead TOTAL Roadway $ 532,000 $ 507.165.04 $ 57,622.45 $19,948.87 $ 65.931.45 $ 650,667.81 Storm Sewer $ 175,000 $ 68,714.80 $ 7,807.15 $ 2,702.83 $ 79,224.79 Sanitary Sewer $ 20,000 $ 83,816.02 $ 9,522.91 $ 3,296.83 $ 96,635.75 Watermain $ 75,000 $ 93.012.13 $ 10,567.74 $ 3,658.55 $ 107,238.41 State Aid $ 300,000 Total $1,102,000 $ 752307.99 $ 85,520.25 $29,607.07 $ 933,766.77 Council Action Requested Approve Resolution 2011 -049: Accepting the work completed, starting two -year warranty and authorizing final paymentfor the 2010 Pavement Management Program to T.A. Schifsky and Sons, Inc., of North Saint Paul, Minnesota, in the amount of $10,507.82. City Council Meeting \\ Metro- inet.us \ardenhills \PR &PW \Engineering \Council_Actions \2011 \ 10 -10 -11 Memo_2010PMP_Payment #6_fnal.doc Page 2 of 2 Associates, .Inca Owner: City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 For Period: 2/5/2011 to 9/27/2011 Contractor: T. A. Schifsky & Sons, Inc. 2370 East Hwy. 36 North St. Paul, MN 55109 Pay Voucher ARDH - 2010 Pavement Management Project Client Contract No.: Project No.: 01771 -02 Client Project No.: Date: 9127/2011 Request No.: 6 & FINAL Project Summary 1 Original Contract Amount $779,799.67 2 Contract Changes - Addition $23,858.06 3 Contract Changes - Deduction ($48,169.08) 4 Revised Contract Amount $755,488.65 5 Value Completed to Date $752,707.99 6 Material on Hand $0.00 7 Amount Earned $752,707.99 8 Less Retainage $0.00 9 Subtotal $752,707.99 10 Less Amount Paid Previously $742,200.17 11 Liquidated Damages $0.00 12 AMOUNT DUE THIS PAY VOUCHER NO. 6 & FINAL $10,507.82 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 Contractor: Construction Observer: Approved by Owner: T. A. Schifsky & Sons, Inc. City of Arden Hills Specified Contract Completion Date: Date: 5/31 /2011 Comment: Page 1 Project Material Status Item No. Item _ Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date Schedule A - Street Improvements 1 2021.501 MOBILIZATION LUMP SUM $28,500.00 1 1 0 $28,500.00 2 2101.605 CLEARING AND GRUBBING ACRE . $7,210.00 0.75 0.92 0 - $6,633.20 3 2104.501 REMOVE WATER MAIN LIN FT $3.09 730 716 0 $2,212.44 4 2104.501 REMOVE SEWER PIPE (STORM) LIN FT $5.15 255 219 0 $1,127.85 5 2104.501 REMOVE SEWER PIPE (SANITARY) LIN FT $2.06 1405 1501 0 $3,092.06 6 J 2104.501 REMOVE SANITARY SERVICE PIPE LIN FT $2.06 800 275 0 $566.50 7 2104.501 REMOVE MANHOLE (SANITARY) LIN FT $30.90 75 44.2 0 $1,365.78 8 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT $1.65 250 312.5 0 $515.63 9 2104.503 REMOVE RETAINING WALL SQ FT $6.18 120 90 0 " $556.20 10 2104.505 REMOVE CONCRETE PAVEMENT SQ YD $2.06 445 347.2 0 $715.23 11 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $1.03 9620 10175.7 0 $10,480.97 12 2104.505 REMOVE CONCRETE VALLEY GUTTER SQ YD $4.12 15 45.9 0 $189.11 13 2104.509 REMOVE HYDRANT ASSEMBLY EACH $154.50 7 6 0 $927.00 14 2104.509 REMOVE GATE VALVE & BOX EACH $103.00 10 7 0 $721.00 15 2104.509 REMOVE STRUCTURE (STORM) EACH $309.00 4 3 0 $927.00 16 2104.509 REMOVE GATE VALVE BOX EACH $51.50 1 4 0 $206.00 17 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $2.06 260 295.5 0 " $608.73 18 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $1.29 1170 347.25 0 " $447.95 19 2104.523 SALVAGE CASTING EACH $103.00 16 16 0 , $1,648.00 20 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LUMP SUM $2,060.00 1 1 0 " $2,060.00 21 2104.602 SALVAGE AND REINSTALL MAIL BOX EACH $56.65 32 32 0 $1,812.80 22 2104.603 ABANDON WATER MAIN LIN FT $1.03 420 420 0 $432.60 23 2105.501 COMMON EXCAVATION (P) CU YD $8.03 6000 5960 0 $47,858.80 24 2105.507 SUBGRADE EXCAVATION (EV) CU YD $9.27 600 746.4 0 $6,919.13 25 2105.522 SELECT GRANULAR BORROW (CV) CU YD $9.27 600 585.4 0 $5,426.66 26 2105.525 TOPSOIL BORROW (LV) CU YD $9.27 ` 1250 1080.7 40 $10,018.09 27 2105.601 DEWATERING LUMP SUM $0.01 1 1 0 $0.01 28 2105.604 GEOTEXTILE FABRIC TYPE! SQ YD $2.06 315 288 0 : $593.28 29 2105.604 GEOTEXTILE FABRIC TYPE IV SQ YD $6.17 25 45 0 $277.65 30 2105.607 1 1/2" CLEAR ROCK TON $12.36 150 326.33 0 $4,033.44 31 2211.501 AGGREGATE BASE CLASS 5 'TON $9.50 5300 6114.01 0 $58,083.10 32 2232.501 MILL BITUMINOUS SURFACE SQ YD $0.90 11600 7350 0 $6,615.00 33 2331.603 SAWED /SEALED JOINT LIN FT $1.85 2200 2000 0 $3,700.00 34 2350.501 TYPE LV 4 WEARING COURSE MIXTURE (B) TON $58.00 2245 1730.14 0 $100,348.12 35 2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TON $58.50 1010 948.11 0 $55,464.44 .36 2350.503 TYPE LV WEARING COURSE MIXTURE FOR DRIVEWAYS SQ YD $12.88 600 643.6 0 $8,289.57 37 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $1.91 1445 825 0 $1,575.75 -38 .2411.618 MODULAR BLOCK RETAINING WALL SQ FT $30.90 120 175 0 $5,407.50 39 2504.602 ADJUST GATE VALVE AND BOX EACH $180.27 8 6 0 $1,081.62 40 2506.522 ADJUST FRAME & RING CASTING ( SANITARY) EACH $257.50 10 10 0 $2,575.00 41 2506.522 ADJUST FRAME & RING CASTING ( STORM) EACH $257.50 2 0 0 $0.00 42 2511.501 RANDOM RIPRAP CLASS III CU YD $72.10 25 40.9 0 $2,948.89 43 2531.501 "CONCRETE CURB & GUTTER DESIGN B618 LIN FT $8.60 5225 5194.5 0 $44,672.70 44 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $37.08 445 350 0 $12,978.00 45 2531.603 7" CONCRETE VALLEY GUTTER LIN FT $20.60 65 102 0 " $2,101.20 46 2531.603 CONCRETE CURB & GUTTER, SURMOUNTABLE LIN FT $14.42 250 259 0 $3,734.78 47 2531.603 CONCRETE RIBBON CURB LIN FT $12.88 115 102.5 0 $1,320.20 48 2540.602 -MAIL BOX (TEMPORARY) EACH $8.24 32 28 0 $230.72 49 2563.601 .TRAFFIC CONTROL LUMP SUM $1,004.25 1 1 0 $1,004.25 50 2564.531 SIGN PANELS TYPE C SQ FT $29.87 15 15.25 0 $455.52 Page 2 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 51 2564.602 SALVAGE AND REINSTALL SIGN EACH $51.50 16 8 0 $412.00 52 2571.501 CONIFEROUS TREE 8' HT B &B .TREE $437.75 4 0 0 $0.00 53 2571.502 DECIDUOUS TREE 2.5" CAL B &B TREE $463.50 4 0 0 $0.00 54 2571.507 PERENNIAL - #1 POT PLANT $14.42 180 0 0 $0.00 55 2573.502 SILT FENCE, TYPE HEAVY DUTY LIN FT $1.34 850 547 0 $732.98 56 2573.530 STORM DRAIN INLET PROTECTION EACH $92.70 24 ` 11 0 $1,019.70 57 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $515.00 2 2 0 $1,030.00 58 2573.603 BIOROLL LIN FT $6.18 50 ` 175 0 $1,081.50 59 2575.502 SEED MIXTURE 310 POUND $20.60 30 45 0 $927.00 60 2575.505 SODDING TYPE LAWN SQ YD $2.21 6100 8888.7 62 $19,644.03 61 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $0.98 1500 110 0 $107.80 62 2575.550 PLANT BEDDING MATERIAL CU YD $25.75 150 190 0 $4,892.50 63 2575.604 MULCH MATERIAL TYPE 6 SQ YD $3.09 40 0 0 $0.00 Totals For Section Schedule A - Street Improvements: $483,306.98 Schedule B - Storm Drainage Improvements 64 2104.521 SALVAGE PIPE CULVERT LIN FT $10.30 20 0 0 $0.00 65 2104.523 SALVAGE CONCRETE APRON EACH $154.52 1 0 0 $0.00 66 2501.515 18" RC PIPE APRON WITH TRASH GUARD EACH $732.93 2 2 0 $1,465.86 67 2501.515 27" RC PIPE APRON WITH TRASH GUARD EACH $1,205.67 2 2 0 $2,411.34 68 2501.571 INSTALL PIPE CULVERT LIN FT $18.13 20 0 0 $0.00 69 2501.573 INSTALL CONCRETE APRON EACH $257.50 1 0 0 $0.00 70 2502.521 4" PVC PIPE DRAIN LIN FT $13.99 250 10 0 $139.90 71 2502.541 6" PERF PE PIPE DRAIN LIN FT $6.90 2500 2200 0 $15,180.00 72 2502.601 6" PVC PIPE DRAIN CLEANOUT EACH $255.65 5 4 0 $1,022.60 73 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $27.96 390 353 0 $9,869.88 74 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $31.37 35 35 0 $1,097.95 75 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $30.90 170 170 0 $5,253.00 76 2503.541 27" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $42.89 • 40 40 0 $1,715.60 77 2503.602 CONNECT TO EXISTING STORM SEWER EACH $257.50 3 0 0 : $0.00 78 2503.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH $412.00 1 1 0 $412.00 79 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 LIN FT $474.83 32 39.88 0 $18,936.22 80 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020 LIN FT $290.23 7 8.7 0 $2,525.00 81 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL (2'X3' CB) EACH $555.25 6 5 0 $2,776.25 82 2506.516 CASTING ASSEMBLY (STORM) EACH $537.20 10 11 0 $5,909.20 Totals For Section Schedule B - Storm Drainage Improvements: $68,714.80 Schedule C - Water Main Improvements 83 2504.601 TEMPORARY WATER SERVICE LUMP SUM $3,090.00 1 1 0 $3,090.00 84 2504.602 CONNECT TO EXISTING WATER MAIN EACH $866.51 8 7 0 $6,065.57 85 2504.602 1" CORPORATION STOP EACH $193.71 14 14 0 $2,711.94 86 2504.602 6" GATE VALVE AND BOX EACH $954.58 7 7 0 $6,682.06 87 2504.602 12" GATE VALVE AND BOX EACH $2,247.09 2 3 0 $6,741.27 88 2504.602 12 "X12" WET TAP EACH $4,838.95 1 0 0 $0.00 89 2504.602 1" CURB STOP & BOX EACH $215.94 14 13 0 $2,807.22 90 2504.602 HYDRANT ASSEMBLY EACH $2,563.73 7 6 0 $15,382.38 91 2504.602 6" GATE VALVE BOX EACH $289.02 1 - 4 0 $1,156.08 92 2504.603 1" TYPE K COPPER PIPE LIN FT $20.59 450 587 0 $12,086.33 93 2504.603 6" WATER MAIN -DUCT IRON CL 52 LIN FT $35.94 140 148.5 0 $5,337.09 94 2504.603 6" WATER MAIN -PVC C900 LIN FT $14.71 540 565 0 $8,311.15 95 2504.603 12" WATER MAIN -PVC C900 LIN FT $26.52 480 ! 473 0 $12,543.96 96 2504.603 HYDRANT EXTENSION LIN FT $623.97 7 2 0 $1,247.94 Page 3 Item No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity .Amount to Date 97 2504.604 4" POLYSTYRENE INSULATION SQ YD $29.57 40 22.4 0 $662.37 98 2504.608 DUCTILE IRON FITTINGS POUND $2.41 3500 3397 0 $8,186.77 Totals For Section Schedule C - Water Main Improvements: $93,012.13 Schedule D - Sanitary Sewer Improvements 99 2503.601 SANITARY SEWER BYPASS PUMPING LUMP SUM $0.01 1 1 0 $0.01 100 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $530.45 15 11 0 $5,834.95 101 2503.602 CONNECT TO EXISTING MANHOLES (SAN) EACH $1,030.00 5 4 0 $4,120.00 - 102 2503.602 CONNECT TO EXISTING SANITARY SEWER SERVICE EACH $168.34 23 17 - 0 $2,861.78 103 2503.602 8 "X4" PVC WYE EACH $211.52 23 17 0 $3,595.84 104 2503.603 4" PVC PIPE SEWER - SDR 26 LIN FT $16.39 250 121 0 $1,983.19 105 2503.603 TELEVISE SANITARY SEWER -LIN FT $1.03 3000 2474 0 $2,548.22 106 2503.603 8" PVC PIPE SEWER - SDR 35 LIN FT $24.19 1405 1501 0 $36,309.19 107 - 2506.511 RECONSTRUCT SANITARY MANHOLES LIN FT $200.73 30 33.4 , 0 $6,704.38 108 2506.516 CASTING ASSEMBLY (SANITARY) EACH $631.66 13 11 0 $6,948.26 109 -2506.602 CHIMNEY SEAL (EXTERNAL) EACH $298.44 23 21 0 $6,267.24 110 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT $149.65 46 44.39 0 $6,642.96 Totals For Section Schedule D - Sanitary Sewer Improvements: $83,816.02 Change Order 1 111 2021.501 MOBILIZATION LUMP SUM ($28,500.00) 0.11. 0 0 $0.00 112 2104.501 REMOVE SEWER PIPE (SANITARY) LIN FT ($2.06) 80 0 0 $0.00 113 2104.501 REMOVE SANITARY SERVICE PIPE LIN FT ($2.06) 60 0 0 $0.00 114 2104.501 REMOVE CONCRETE CURB AND GUTTER -LIN FT ($1.65) 185 0 0 $0.00 115 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD ($1.03) 200 0 0 $0.00 116 2104.509 REMOVE STRUCTURE (STORM) EACH ($309.00) 1 0 0 $0.00 117 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT ($1.29) 150 0 0 $0.00 118 2104.602 SALVAGE AND REINSTALL MAIL BOX EACH ($56.65) 2 0 0 $0.00 119 2105.507 SUBGRADE EXCAVATION (EV) CU YD ($9.27) 50 0 0 $0.00 120 2105.522 SELECT GRANULAR BORROW (CV) CU YD ($9.27) 50 0 0 $0.00 121 2105.525 TOPSOIL BORROW (LV) CU YD ($9.27) 15 0 0 $0.00 122 2211.501 AGGREGATE BASE CLASS 5 TON ($9.50) 70 0 0 $0.00 123 2232.501 MILL BITUMINOUS SURFACE SQ YD ($0.90) 3500 0 0 $0.00 124 - 2350.501 TYPE LV 4 WEARING COURSE MIXTURE (B) TON ($58.00) - 385 0 0 $0.00 125 ; 2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TON ($58.50) 25 0 0 $0.00 126 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON ($1.91) 320 0 0 $0.00 127 2506.522 ADJUST FRAME & RING CASTING ( SANITARY) EACH ($257.50) - 2 0 0 $0.00 128 :2506.522 ADJUST FRAME & RING CASTING ( STORM) EACH ($257.50) 2 0 0 $0.00 129 2531.603 CONCRETE CURB & GUTTER, SURMOUNTABLE LIN FT ($14.42) 185 0 0 $0.00 130 2540.602 MAIL BOX (TEMPORARY) EACH ($8.24) 2 0 0 $0.00 131 2563.601 TRAFFIC CONTROL LUMP SUM ($1,004.25) 0.1 0 0 $0.00 132 2573.530 STORM DRAIN INLET PROTECTION EACH ($92.70) 4 0 0 $0.00 133 2575.505 SODDING TYPE LAWN SQ YD ($2.21) 100 0 0 $0.00 134 2104.521 SALVAGE PIPE CULVERT LIN FT ($10.30) 20 0 0 $0.00 135 2104.523 SALVAGE CONCRETE APRON EACH ($154.52) 1 - 0 0 $0.00 136 2501.571 INSTALL PIPE CULVERT LIN FT ($18.13) 20 0 . 0 $0.00 137 2501.573 INSTALL CONCRETE APRON EACH ($257.50) 1 0 0 $0.00 138 2503.602 CONNECT TO EXISTING STORM SEWER EACH r ($257.50) 2 0 0 $0.00 139 '2506.502 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL (2'X3' CB) EACH ($555.25) 1 0 0 $0.00 140 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH ($530.45) 2 0 0 $0.00 141 2503.602 CONNECT TO EXISTING MANHOLES (SAN) EACH ($1,030.00) 2 0 0 . $0.00 142 2503.602 CONNECT TO EXISTING SANITARY SEWER SERVICE EACH ($168.34) 2 0 0 $0.00 Page 4 Itern No. Item Description Units Unit Price Contract Quantity Quantity to Date Current Quantity Amount to Date 143 2503.602 8 "X4" PVC WYE EACH ($211.52) 2 0 - 0 $0.00 144 2503.603 4" PVC PIPE SEWER - SDR 26 LIN FT ($16.39) 20 0 0 $0.00 145 2503.603 TELEVISE SANITARY SEWER LIN FT ($1.03) 200 0 0 $0.00 146 2503.603 8" PVC PIPE SEWER - SDR 35 LIN FT ($24.19) 80 0 0 $0.00 147 2506.516 CASTING ASSEMBLY (SANITARY) EACH ($631.66) 1 0 0 $0.00 148 2506.602 CHIMNEY SEAL (EXTERNAL) EACH ($298.44) 3 0 0 $0.00 Totals For Change Order 1: $0.00 Change Order 2 149 2105.507 SUBGRADE EXCAVATION (EV) CU YD $9.27 265 265 0 $2,456.55 150 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD $1.55 1866 1866 0 $2,892.30 151 2211.501 AGGREGATE BASE CLASS 5 TON $9.50 265 265 0 $2,517.50 Totals For Change Order 2: $7,866.35 Change Order 3 152 2105.601 EXCAVATION SPECIAL 1 LUMP SUM $6,500.00 1 1 0 $6,500.00 153 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD $1.55 3334 3334 0 $5,167.70 154 2211.501 AGGREGATE BASE CLASS 5 TON $9.50 375 375. 0 $3,562.50 155 94715 5% PRIME CONTRACTOR MARKUP LUMP SUM $761.51 1 1 0 $761.51 Totals For Change Order 3: $15,991.71 Project Totals: $752,707.99 Page 5 Project Payment Status Owner: City of Arden Hills Client Project No.: Client Contract No.: Project No.: 01771 -02 Contractor: T. A. Schifsky & Sons, Inc. Contract Changes No. Type Date Description Amount CO1 Change Order 5/10/2010 Modified quantities as part of project award. p p ($48,169.08) ($ CO2 Change Order 7/9/2010 Modify the road section on Valentine CT to include geotextile fabric, 4" additional depth of Subgrade Excavation, and 4" additional depth of aggregate base material. $7,866.35 CO3 Change Order 8/4/2010 Modify the road section of Valentine Avenue between Valentine Crest Road and Snelling Avenue to 10" of Class 5 Aggregate Base and Geotextile Type 5 Fabric underlayment. $15,991.71 Change Order Totals: ($24,311.02) 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 5/24/2010 6/20/2010 $102,540.97 $102,540.97 $5,396.89 $5,396.89 $107,937.86 $107,937.86 $107,937.86 2 6/21/2010 7/15/2010 $246,418.81 $348,959.78 $12,969.41 $18,366.30 $367,326.08 $259,388.22 $367,326.08 3 7/16/2010 8/13/2010 $163,538.42 $512,498.20 $8,607.29 $26,973.59 $539,471.79 $172,145.71 $539,471.79 4 8/14/2010 10/1 /2010 $181,851.80 $694,350.00 $9,571.15 $36,544.74 $730,894.74 $191,422.95 $730,894.74 5 10/2/2010 2/4/2011 $47,850.17 $742,200.17 ($26,544.74) $10,000.00 $752,200.17 $21,305.43 $752,200.17 FINAL FINAL & 2/5/2011 9/27/2011 $10, 507.82 $752,707.99 $10 000.00. ( ) $ 0.00 $ 752 707.99 $507.82 $ 8 7 $ 52,707.99 Payment Totals: $752,707.99 $0.00 $752,707.99 _$752,707.99 Project Summary Material On Hand: Total Payment to Date: Total Retainage: Total Amount Earned: $0.00 $752,707.99 $0.00 $752,707.99 Original Contract: Contract Changes: Revised Contract: $779,799.67 ($24,311.02) $755,488.65 Page 6 AIWNHILLs CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2011-049 A RESOLUTION ACCEPTING WORK COMPLETED AND AUTHORIZING FINAL PAYMENT FOR THE 2010 PAVEMENT MANAGEMENT PROGRAM WHEREAS, pursuant to a written contract signed with the City on May 10, 2010 for the 2010 Pavement Management Program, T. A. Schifsky & Sons, Inc., of North Saint Paul, Minnesota, has satisfactorily completed the improvements associated in accordance with such contract to the following streets; Valentine Crest Road, from Valentine Avenue to cul de sac, Valentine Avenue, from Lake Valentine Road to Old Highway 10, Valentine Court, from Valentine Avenue to cul de sac, Katie Lane, from Cleveland Avenue to 1272 feet south, Katie Court, from Katie Lane to cul de sac, NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF ARDEN HILLS, MINNESOTA: That the work completed under said contract is hereby accepted and approved; and BE IT FURTHER RESOLVED: That the City Administrator is hereby directed to issue a proper order for the final payment of such contract, taking the contractor's receipt in full; and BE IT FURTHER RESOLVED: That the two year warranty period as specified in the contract shall commence on October 10, 2011. ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 10th DAY OF OCTOBER, 2011. David Grant, Mayor ATTEST: Patrick Klaers, City Administrator