4B, Payment #5 to Frattalone for 2009 PMP

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Partial Pay Es tim a to No.: 2009 PAVEMENT MANAGEMENT PROGRAM CITY OF ARDEN HILLS, MINNESOTA BMI PROJECT NO.: T16,100326 WORK COMPLETED THROUGH 8/15/09 ITEM NO. ITEM 47 GATE VALVE AND BOX 5" 48 POLYSTYRENE INSULATION 1.6" THICKNESS 49 REPLACE GATE VALVE BOX TOP SECTION 50 REPLACE GATE VALVE BOX MID SECTION 51 ADJUST GATE VALVE BOX 52 LOWER MANHOLE 53 CONSTRUCT DRAINAGE STRUCTURE DES R-1 2' x 3' 54 CONSTRUCT DRAINAGE STRUCTURE DES 4020.48" 55 CATCH BASIN CASTING ASSEMBLY R-3067 V STORM 56 MANHOLE CASTING ASSEMBLY - STORM SEINER 57 MANHOLE CASTING ASSEMBLY -SANITARY SEWER 58 CHIMNEY SEAL 59 ENERGY DISSIPATION MAT 60 RIP RAP - CLASS II 61 MODULAR BLOCK RETAINING WALL 62 CONCRETE CURB AND GUTTER DESIGN B618 63 6" CONCRETE DRIVEWAY PAVEMENT 64 CONCRETE VALLEY GUTTER 65 TRAFFIC CONTROL fib INLET PROTECTION 67 FLOTATION SILT CURTAIN TYPE WORK AREA 68 SILT FENCE - PREASSEMBLED fig SODDING TYPE LAWN 70 EROSION CONTROL BLANKET - CATEGORY 3 71 TEMPORARY MAIL BOXES 72 SALVAGE AND REINSTALL MAILBOX 73 LANDSCAPING ALLOWANCE 74 BIO CELL EXCAVATION 75 TYPE 'B' SOIL MIX 76 DOUBLE SHREDDED HARDWOOD MULCH 77 TURF REINFORCEMENT MAT 78 LANDSCAPE FABRIC 79 BLACK POLY EDGER - 5" 80 LANDSCAPE ROCK 81 PEA GRAVEL 82 4" PERFORATED P.E. DRAIN TILE FOR B10 CELLS 83 SHRUBS 2 GALLON CONTAINERS 84 PLANTS 1 PER 2.25 S.F. 85 IGEOTEXTILE FABRIC - NONWOVEN Mn/DOT TYPE 1 Id AS BID PREVIOUS ESTIMATE COMPLETED TO GATE UNIT ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED PRICE QUANTITY AMOUNT QUANTITY AMOUNT" QUANTITY AMOUNT $1128.70 3 EACH $3,386.10 1 EACH $1128.70 1 EACH $1128.70 $22.68 283 SQ YD $fi 418.44 36 SQ YD $816.48 36 SQ YD $816.48 $194.07 3 EACH $582.21 3 EACH $582.21 5 EACH $970.35 $245.15 3 EACH $735.45 EACH 1 EACH $245.15 $245.15 13 EACH 3186.95 EACH 5 EACH $1225.75 $398.36 4 LIN FT $1 593.44 4 LIN FT $1,593.44 4 LIN FT $1 593.44 $1,133.80 33 EACH $37 415.40 32 EACH $36 281.60 32 EACH $36 281.60 $1654.74 7 EACH $11583.18 7 EACH $11583.18 7 EACH $11583.18 $464.76 33 EACH $15 337.08 23 EACH $10 689.48 23 EACH $10 689.48 $638,40 15 EACH $9 576.00 EACH 8 EACH $5 107.20 653.72 30 EACH $19 611.60 EACH 17 EACH $11,113,24 $251.28 30 EACH $7,538.40 EACH 17 EACH $4 271.76 $1.02 800 SQ FT $810.00 TOO SQ FT $204,00 350 SQ FT $357.00 $86.82 20 CU YD $1 736.40 7 CU YD $607,74 7 CU YD $607.74'' $35.75 80 SO FT $2 86 0.00 SQ FT SQ FT $10. 46 14 394 LIN FT $150, 561.24 10365 LIN FT $108 417.90 10426 LIN FT $109 055.96''' $40.71 1 101 SQ YD $44,821.71 834 SQ YD $33 952.14 861 SQ YD $35 051.31'. $74.45 35 SQ YD $2 605.75 25 SQ YD $1 861.25 25 SQ YD $1 861.25I 52 451,46 1.00 LUMP SUM $2,451.46 0.45 LUMP SUM $1 103.16 0.65 LUMP SUM $1 348.30 $204.29 32 EACH $6,537.28 28 EACH $5 720.12 32 EACH $G 537.28 $2.551 62 LIN FT $158.10 50 LIN FT $127.50 50 LIN FT $127.50 $1.07 4,029 LIN FT $4 311.03 4343 LIN FT $4 647.01 4713 LIN FT $5 042.91 $2.04 17,595 SQ YD $35 893.80 5000 SQ YD $10 200-00 5000 SQ YD $10 200.00 $0.66 5 848 Sty YD $3 859.68 SQ YD 1440 SQ YD $950.40 D1,276.80 1 LUMP SUM $1 276.80 1.00 LUMP SUM $1,276.80 1.00 LUMP SUM $1 276.80 $51.07 82 EACH $4 187.74 56 EACH $2 859.92 56 EACH $2 859.92 20 000.00 1.00 LUMP SUM $20 000.00 LUMP SUM LUMP SUM $5.85 2,257 CU YD $13 203.45 1610 CU YD $9 418.50 1610 CU YD $9 418.50 $18.39 1 786 CU YD $32 844.54 1140 CU YD $20 964.60 1228 CU YD $22 582.92 $24.00 179 CU YD $4 296.00 10 CU YD $240.00 65 CU YD $1 560.00 $59.24 122 SQ YD $7 227.28 SQ YD SQ YD $3.22 1,610 SQ YD $5 184.20 SQ YD SQ YO $1.53 1,230 LIN FT $1,881.90 170 LIN FT $260.10 462 LIN FT $706,86 $83.76 135 CU YD $11 307.60 CU YD CU YD $79.67 26 CU YD $2 071.42 CU YD CU YD $5.88 325 LIN FT $1 911.00 21 LIN FT $123.48 51 LIN FT $299.88 $45.96 156 EACH $7,169,76 EACH EACH $ 3.06 1,828 EACH $5, 593.68 EACH EACH $7,15 105 SQ YD $750,751 SQ YD SQ YD TOTAL AMOUNT: $1,196,445.98 TOTAL AMOUNT: $558,486,00TOTAL AMOUNT: $6§21,213.26