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Item <br />No. Item Description Units Unit Price Contract <br />Quantity Quantity <br />to Date Current <br />Quantity Amount to <br />Date <br />52 2504.602 ADJUST VALVE BOX-WATER EACH $150.00 7 0 0 $0.00 <br />53 2506.522 ADJUST FRAME & RING CASTING EACH $330.00 13 0 0 $0.00 <br />54 2531.501 CONCRETE CURB & GUTTER DESIGN 6618 LIN FT $16.50 85 0 0 $0.00 <br />55 2540.602 MAIL BOX SUPPORT EACH $95.00 9 0 0 $0.00 <br />56 2563.601 TRAFFIC CONTROL LUMP SUM $1,600.00 1 0 0 $0.00 <br />57 2575.511 HYDRO SEED, FERTILIZER AND MULCH SQ YD $0.89 1300 0 0 $0.00 <br />58 2575.535 WATER M GALLONS $35.00 28 0 0 $0.00 <br />59 2582.502 CENTERLINE STRIPING SKIP LF $0.04 51205 0 0 $0.00 <br />60 2582.502 EDGE OF LANE STRIPING LF $0.04 102410 0 0 $0.00 <br />Totals For Section 7) CITY OF BECKER: $0.00 <br />(:ITY flE fit1C'ftfV~t LTERNATE 1) <br />61 2104.501 REMOVE CONCRETE CURB LIN FT $10.00 90 107 107 $1,070.00 <br />62 2105.505 FULL DEPTH RECLAMATION(STREET)(P) SO YD $0.88 8550 8550 8550 $7,524.00 <br />63 2112.501 SUBGRADE PREPARATION ROAD STA $87.78 18.75 18.75 18.75 $1,645.88 <br />64 2350.501 WEARING COURSE MIXTURE TYPE MVWE450356 TON $44.92 1100 989.27 989.27 $44,438.01 <br />65 2350.502 NON-WEARING COURSE MIXTURE TYPE LVNW350308 TON $42.29 1100 1077.89 1077.89 $45,583.97 <br />66 2350.503 WEARING COURSE MIXTURE(DRIVEWAY) TYPE MVWE450 SQ YD $10.22 700 0 0 $0.00 <br />67 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GALLON $2.08 428 350 350 $728.00 <br />68 2504.602 ADJUST GATE VALLE BOX EACH $150.00 6 3 3 $450.00 <br />69 2506.522 ADJUST FRAME AND RING CASTING(SANITARY) EACH $330.00 2 1 1 $330.00 <br />70 2531.501 CONCRETE CURB & GUTTER DESIGN 8618 LIN FT $33.12 80 92 92 $3,047.04 <br />71 2531.602 CONCRETE TRIANGULAR SECTION(8" THICK) LS $1,000.00 1 1 1 $1,000.00 <br />72 2531.604 8" CONCRETE VALLEY GUTTER SO YD $38.00 30 5 5 $190.00 <br />73 2563.601 TRAFFIC CONTROL lS $3,400.00 1 0.95 0.95 $3,230.00 <br />74 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT $2.00 1000 0 0 $0.00 <br />75 2575.523 TURF ESTABLISHMENT LS $900.00 1 0.5 0.5 $450.00 <br />Totals For Section 8) CITY OF ELK RIVER (ALTERNATE 1): . ttt19 ' <br />Backsheet 1 <br />135 9999.1 Incentive/Disincentive LS $20,791.00 1 1 1 $20,791.00 <br />Totals For Backsheet 1: $20,791.00 <br />Backsheet 2 <br />136 9999.1 Incentive/Disincentive LS $33,748.06 1 1 1 $33,748.06 <br />Totals For Backsheet 2: $33,748.06 <br />Change Order 1 <br />127 2105.501 COMMON EXCAVATION (P) CU YD $6.60 90 0 0 $0.00 <br />128 2105.525 TOPSOIL BORROW (LV) CU YD $17.60 200 0 0 $0.00 <br />Totals For Change Order 1: $0.00 <br />Change Order 2 <br />129 2021.501 MOBILIZATION LUMP SUM $3,000.00 1 0 0 $0.00 <br />130 2221.501 AGGREGATE SHOULDERING CLASS 5 TON $16.71 150 0 0 $0.00 <br />131 2350.501 TYPE LVWE450306 WEARING COURSE MIXTURE TON $42.61 650 0 0 $0.00 <br />Totals For Change Order 2: $0.00 <br />Work Order 1 <br />113 2021.501 MOBILIZATION LUMP SUM $1,000.00 1 1 1 $1,000.00 <br />114 2104.501 REMOVE METAL CULVERT lIN FT $4.50 173 173 173 $778.50 <br />115 2104.503 REMOVE BITUMINOUS PAVEMENT SQ FT $1.00 1440 1440 1440 $1,440.00 <br />116 2211.501 AGGREGATE BASE CLASS 5 TON $15.00 42 42 42 $630.00 <br />117 2501.511 15" CS PIPE CULVERT LIN FT $106.50 13 13 13 $1,384.50 <br />118 2501.511 18" RC PIPE CULVERT LIN FT $116.00 60 60 60 $6,960.00 <br />119 2501.511 24" RC PIPE CULVERT LIN FT $156.00 48 48 48 $7,488.00 <br />