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HomeMy WebLinkAbout4D, 2010 PMP Payment #1EN HILL 5 Re uest for Council Action q Prepared By: Kristine Giga Council Meeting Date: June 28, 2010 2010 Pavement Management Program Payment #1 Budgeted Amount: Actual Amount: Funding Source: $1,102,000 $982,444 PIR, Enterprise Funds, Special Assessments Recommendation: Motion to approve Payment # 1 to T.A. Schifsky and Sons, Inc., of North Saint Paul, Minnesota, in the amount of $102,540.97 for the 2010 Pavement Management Program. Supporting Documents: • Memorandum dated June 28, 2010 from Civil Engineer Kristine Giga • Application for Payment # 1. ��. EN HILLS MEMORANDUM DATE: June 28, 2010 TO: Honorable Mayor and City Council Members Patrick Klaers, City Administrator FROM: Kristine Giga, Civil Engineer SUBJECT: 2010 Pavement Management Program- Payment #1 Background The City of Arden Hills awarded T.A. Schifsky & Sons, Inc., of North Saint Paul, Minr�.esota, the 2010 Pavement Management Program Proj ect on May 10, 2010, for a total contract amount of $731,630.59. Discussion This pay request includes work completed through June 20, 2010. The payment is for $102,540.97 and includes pavement removal on Valentine Avenue, Valentine Crest Road and Valentine Court; subgrade preparation, sanitary sewer repairs, watermain repairs, and storm sewer on Valentine Crest Road; sanitary sewer replacement on Valentine Court; pa���e�� ��ll��g �� Ka.t�e �,ane and Katie Co��i; a.nd erosi�n ���t�o� t���.g�o�.� thE proj ect site. Fin ancial Implications The following breakdown shows the funding sources and amounts for Payment # 1: Funding Source Amount PIR $ 65,813.20 Surface Water Management $ 4,000.08 S anitary S ewer $ 20, 6 5 5.22 Watermain $ 12,072.47 Total $ 102,540.97 Council Action Requested Approve Payment # 1 to T.A. Schifsky & Sons, Inc. in the amount of $102,540.97 for the 2010 Pavement Management Program Proj ect. City Council Meeting \�.Metro-inet\ardenhills�i'R&PW�Engineering\Council_Actions\2010\6-28- l OMemo_201 OPMP_Payment# l .doc Page 1 of 1 � �. � a � :�yn����� �F �����x��,� �iF' b � �}�r Owner: City of Arden Hills 1245 West H i g hway 96 Arden Hills, MN 55112 For Period: 5/24/2010 to 6/20/2010 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: 6/23/2010 Request No.: Proiect Summary 1 Original Contract Amount $779,799.67 2 Contract Changes - Addition $0.00 3 Contract Changes - Deduction ($48,169.08) 4 Revised Contract Amount $731,630.59 5 Value Completed to Date $107,937.86 6 Material on Hand $0.00 7 Amount Earned $107,937.86 8 Less Retainage 5% $5,396.89 9 Subtotal $102,540.97 10 Less Amount Paid Previously $0.00 11 Liquidated Damages $0.00 12 AMOUNT DUE THIS PAY VOUCHER NO. 1 $102,540.97 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: 7'. A. Schifsky & Sons, Inc. Specified Contract Completion Date: 5/31 /2011 Comment: Construction Observer: Approved by Owner: City of Arden Hills Date: Page 1 Project Material Status Item Item Description Units Unit Price Contract Quantity to Current Amount to No. Quantity Date Quantity Date Schedule A - Street Improvements 1 2021.501 MOBILIZATION LUMP SUM $28,500.00 1 0.25 0.25 $7,125.00 2 2101.605 CLEARING AND GRUBBING ACRE $7,210.00 0.75 0.92 0.92 $6,633.20 3 2104.501 REMOVE WATER MAIN LIN FT $3.09 730 21 21 $64.89 4 2104.501 REMOVE SEWER PIPE (STORM) LIN FT $5.15 255 0 0 $0.00 5 2104.501 REMOVE SEWER PIPE (SANITARY) LIN FT $2.06 1405 502 502 $1,034.12 6 2104.501 REMOVE SANITARY SERVICE PIPE LIN FT $2.06 800 10 10 $20.60 7 2104.501 REMOVE MANHOLE (SANITARY) LIN FT $30.90 75 15.55 15.55 $480.50 8 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT $1.65 250 53.5 53.5 $88.28 9 2104.503 REMOVE RETAINING WALL SQ FT $6.18 120 0 0 $0.00 10 2104.505 REMOVE CONCRETE PAVEMENT SQ YD $2.06 445 267.5 267.5 $551.05 11 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD $1.03 9620 8790.1 8790.1 $9,053.80 12 2104.505 REMOVE CONCRETE VALLEY GUTTER SQ YD $4.12 15 0 0 $0.00 13 2104.509 REMOVE HYDRANT ASSEMBLY EACH $154.50 7 2 2 $309.00 14 2104.509 REMOVE GATE VALVE & BOX EACH $103.00 10 2 2 $206.00 15 2104.509 REMOVE STRUCTURE (STORM) EACH $309.00 4 0 0 $0.00 16 2104.509 REMOVE GATE VALVE B4X EACH $51.50 1 0 0 $0.00 17 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT $2.06 260 52.5 52.5 $108.15 18 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT $1.29 1170 0 0 $0.00 19 2104.523 SALVAGE CASTING EACH $103.00 16 8 8 $824.00 20 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LUMP SUM $2,060.00 1 0 0 $0.00 21 2104.602 SALVAGE AND REINSTALL MAIL BOX EACH $56.65 32 0 0 $0.00 22 2104.603 ABANDON WATER MAIN LIN FT $1.03 420 0 0 $0.00 23 2105.501 COMMON EXCAVATION (P) CU YD $8.03 6000 1715 1715 $13,771.45 24 2105.507 SUBGRADE EXCAVATION (EV) CU YD $9.27 600 265.9 265.9 $2,464:89 25 2105.522 SELECT GRANULAR BORROW (CV) CU YD $9.27 600 265.9 265.9 $2,464.89 26 2105.525 TOPSOIL BORROW (LV) CU YD $9.27 1250 0 0 $0�00 27 2105.601 DEWATERING LUMP SUM $0.01 1 0 0 $0.00 28 2105.604 GEOTEXTILE FABRIC TYPE I SQ YD $2.06 315 0 0 $0.00 29 2105.604 GEOTEXTILE FABRIC TYPE IV SQ YD $6.17 25 0 0 $0.00 30 2105.607 1 1/2" CLEAR ROCK TON $12.36 150 66.89 66.89 $826.76 31 2211.501 AGGREGATE BASE CLASS 5 TON $9.50 5300 1419.21 14.19.21 $13,482.50 32 2232.501 MILL BITUMINOUS SURFACE SQ YD $0.90 11600 7350 7350 $6,615.00 33 2331.603 SAWED/SEALED JOINT LIN FT $1.85 2200 0 0 $0.00 34 2350.501 TYPE LV 4 WEARING COURSE MIXTURE (B) TON $58.00 2245 0 0 $0.00 35 2350.502 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TON $58.50 1010 0 0 $0.00 36 2350.503 TYPE LV WEARING COURSE MIXTURE FOR DRIVEWAYS SQ YD $12.88 600 0 0 $0.00 37 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $1.91 1445 0 0 $0.00 38 2411.618 MODULAR BLOCK RETAINING WALL SQ FT $30.90 120 0 0 $0.00 39 2504.602 ADJUST GATE VALVE AND BOX EACH $180.27 8 0 0 $0.00 40 2506.522 ADJUST FRAME & RING CASTING ( SANITARY) EACH $257.50 10 0 0 $0.00 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 0 0 $0.00 43 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT $8.60 5225 0 0 $0.00 44 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD $37.08 445 0 0 $0.00 45 2531.603 7" CONCRETE VALLEY GUTTER LIN FT $20.60 65 0 0 $0.00 46 2531.603 CONCRETE CURB & GUTTER, SURMOUNTABLE LIN FT $14.42 250 0 0 $0.00 47 2531.603 CONCRETE RIBBON CURB LIN FT $12.88 115 0 0 $0.00 48 2540.602 MAIL BOX (TEMPORARY) EACH $8.24 32 28 28 $230.72 49 2563.601 TRAFFIC CONTROL LUMP SUM $1,004.25 1 0.5 0.5 $502.13 50 2564.531 SIGN PANELS TYPE C SQ FT $29.87 15 0 0 $0.00 �:. Page 2 Item Item Description Units Unit Price Contract Quantity to Current Amount to No. Quantity Date Quantity Date 51 2564.602 SALVAGE AND REINSTALL SIGN EACH $51.50 16 0 0 $0.00 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 $1.34 850 547 547 $732.98 56 2573.530 STORM DRAIN INLET PROTECTION EACH $92.70 24 9 9 $834.30 57 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH $515.00 2 0 0 $0.00 58 2573.603 BIOROLL LIN FT $6.18 50 138 138 $852.84 59 2575.502 SEED MIXTURE 310 POUND $20.60 30 0 0 $0.00 60 2575.505 SODDING TYPE LAWN SQ YD $2.21 6100 0 0 $0.00 61 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD $0.98 1500 0 0 $0.00 62 2575.550 PLANT BEDDING MATERIAL CU YD $25.75 150 0 0 $0.00 63 2575.604 MULCH MATERIAL TYPE 6 SQ YD $3.09 40 0 0 $0.00 Totals For Section Schedule A- Street Improvements: $69,277.05 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 0 0 $0.00 67 2501.515 27" RC PIPE APRON WITH TRASH GUARD EACH $1,205.67 2 0 0 $0.00 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 0 0 $0.00 71 2502.541 6" PERF PE PIPE DRAIN LIN FT $6.90 2500 0 0 $0.00 72 2502.601 6" PVC PIPE DRAIN CLEANOUT EACH $255.65 5 0 0 $0.00 73 2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT $27.96 390 116 116 $3,243.36 74 2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $31.37 35 0 0 $0.00 75 2503.541 21" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $30.90 170 0 0 $0.00 76 2503.541 27" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $42.89 40 0 0 $0.00 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 1 $412.00 79 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $474.83 32 0 0 $0.00 80 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT $290.23 7 0 0 $0.00 81 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES SPECIAL (2'X3' CB) EACH $555.25 6 1 1 $555.25 82 2506.516 CASTING ASSEMBLY (STORM) EACH $537.20 10 0 0 $0.00 Totals For Section Schedule B- Storm Drainage Improvements: $4,210.61 Schedule C- Water Main Improvements 83 2504.601 TEMPORARY WATER SERVICE LUMP SUM $3,090.00 1 1 1 $3,090.00 84 2504.602 CONNECT TO EXISTING WATER MAIN EACH $866.51 8 1 1 $866.51 85 2504.602 1" CORPORATION STOP EACH $193.71 14 1 1 $193.71 86 2504.602 6" GATE VALVE AND BOX EACH $954.58 7 2 2 $1,909.16 87 2504.602 12" GATE VALVE AND BOX EACH $2,247.09 2 0 0 $0.00 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 0 0 $0.00 90 2504.602 HYDRANT ASSEMBLY EACH $2,563.73 7 2 2 $5,127.46 91 2504.602 6" GATE VALVE BOX EACH $289.02 1 0 0 $0.00 92 2504.603 1" TYPE K COPPER PIPE LIN FT $20.59 450 3 3 $61.77 93 2504.603 6" WATER MAIN-DUCT IRON CL 52 LIN FT $35.94 140 21 21 $754.74 94 2504.603 6" WATER MAIN-PVC C900 LIN FT $14.71 540 0 0 $0.00 95 2504.603 12" WATER MAIN-PVC C900 LIN FT $26.52 480 0 0 $0.00 96 2504.603 HYDRANT EXTENSION LIN FT $623.97 7 0 0 $0.00 Page 3 Item Item Description Units Unit Price Contract Quantity Current Amount to No. Quantity to Date Quantity Date 97 2504.604 4" POLYSTYRENE INSULATION SQ YD $29.57 40 11.6 11.6 $343.01 98 2504.608 DUCTILE IRON FITTINGS POUND $2.41 3500 150 150 $361.50 Totals For Section Schedule C- Water Main Improvements: $12,707.86 Schedule D- Sanitary Sewer Improvements 99 2503.601 SANITARY SEWER BYPASS PUMPING LUMP SUM $0.01 1 0 0 $0.00 100 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH $530.45 15 6 6 $3,182.70 101 2503.602 CONNECT TO EXISTING MANHOLES (SAN) EACH $1,030.00 5 1 1 $1,030.00 102 2503.602 CONNECT TO EXISTING SANITARY SEWER SERVICE EACH $168.34 23 2 2 $336.68 103 2503.602 8"X4" PVC WYE EACH $211.52 23 12 12 $2,538.24 104 2503.603 4" PVC PIPE SEWER - SDR 26 LIN FT $16.39 250 18 18 $295.02 105 2503.603 TELEVISE SANITARY SEWER LIN FT $1.03 3000 0 0 $0.00 106 2503.603 8" PVC PIPE SEWER - SDR 35 LIN FT $24.19 1405 502 502 $12,143.38 107 2506.511 RECONSTRUCT SANITARY MANHOLES LIN FT $200.73 30 0 0 $0.00 108 2506.516 CASTING ASSEMBLY (SANITARY) EACH $631.66 13 0 0 $0.00 109 2506.602 C H I M N EY S EAL ( EXTE RNAL ) EAC H $298.44 23 0 0 $0.00 110 2506.603 CONST 48" DIA SAN SEWER MANHOLE LIN FT $149.65 46 14.81 14.81 $2,216.32 Totals For Section Schedule D- Sanitary Sewer Improvements: $21,742.34 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 SAI.VAGE 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 ($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 Item No. Itee�n 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 Project Totals: $107,937.86 Page 5 Project Payment Status Owner: City of Arden Hiils Client Project No.: Client Contract No.: Project No.: 01771-02 Contractor: T. A. Schifsky & Sons, Inc. Contract Chanqes No. Type C01 Change Order Date Description Amount 5/10/2010 Modified quantities as part of project award. ($48,169.08) Change Order Totals: ($48,169.08) Pa ment Summa No. From To Date Payment Total Retainage Total Total Date Payment Per Retainage Payment + Payment Retainage 1 5/24/2010 6/20/2010 $102,540.97 $102,540.97 $5,396.89 $5,396.89 $107,937.86 Payment Totals: $102,540.97 $5,396.89 $107,937.86 Project SummarX Material On Hand: Total Payment to Date: Total Retainage: Total Amount Earned: $0.00 $102,540.97 Original Contract: $5,396.89 Contract Changes: $107,937.86 Revised Contract: Work Total Work Certified Per Certified Payment $107,937.86 $107,937.86 $107,937.86 $779,799.67 ($48,169.08) $731,630.59 Page 6