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FROM: <br /> TO: <br /> <br /> PARTIAL PAYMENT ESTIMATE <br /> <br /> NO. 2 <br /> <br />MAY 1,200 <br />MAY 31, 2001 <br /> <br />CONTRACTOR: <br />ADDRESS: <br />OWNER: <br />PROJECT: <br /> <br />SCHMIDT CURB CO., INC. <br />13195 95TH STREET NE <br />CITY OF ELK RIVER <br />DOWNTOWN SIDEWALK IMPROVEMENTS <br /> <br /> COMPLETION DATE AMOUNT OF CONTRACT <br /> SUBSTANTIAL: June 15, 2001 ORIGINAL: $209,943.80 <br /> FINAL: REVISED: <br /> <br />SCHEDULE 1.0 <br /> <br />I MOBILIZATION LS 1 $5,000.00 0.25 $1,250.00 0.75 $3,750.00 <br />2 REMOVE CONCRETE SIDEWALK SF 23315 $1.00 17750.00 $17,750.00 18350.00 $18,350.00 <br />3 REMOVE CONCRETE CURB & GUTTER LF 600 $3.50 1002.00 $3,507.00 1282.00 $4,487.00 <br />4 COMMON EXCAVATION (P) CY 385 $12.50 200.00 $2,500.00 285.00 $3,562.50 <br />5 CLEARING TREE 20 $100.00 5.00 $500.00 15.00 $1,500.00 <br />6 GRUBBING TREE 20 $100.00 5.00 $500.00 15.00 $1,500.00 <br />7 SALVAGE & REINSTALL SIGN EA 5 $40.00 0.00 $0.00 0.00 $0.00 <br />8 AGGREGATE BASE (P) TON 915 $17.80 486.00 $8,650.80 686.00 $12,210.80 <br />9 BEDDING SAND (P) TON 195 $10.00 96.00 $960.00 146.00 $1,460.00 <br />10 PEDESTRIAN CURB RAMP EA 9 $300.00 8.00 $2,400.00 8.00 $2,400.00 <br />11 CONCRETE PAVER SIDEWALK SF 22365 $5.62 17943.00 $100,839.66 17943.00 $100,839.66 <br />12 4" CONCRETE SIDEWALK SF 650 $3.00 407.00 $1,221.00 407.00 $1,221.00 <br />13 CONCRETE CURB & GUTTER - TYPE B618 LF 600 $17.50 1082.00 $18,935.00 1282.00 $22,435.00 <br />14 1' WIDE CONCRETE - 4" THICK LF 300 $6.50 623.00 $4,049.50 623.00 $4,049.50 <br />15 TREE FRAME - 3' x 3' EA 19 $180.00 15.00 $2,700.00 15.00 $2,700.00 <br />16 SODDING TYPE LAWN SY 200 $5.00 0.00 $0.00 0.00 $0.00 <br />17 TOPSOIL BORROW CY 50 $15.00 0.00 $0.00 0.00 $0.00 <br />18 TRAFFIC CONTROL LS 1 $2,000.00 0.50 $1,000.00 0.75 $1,500.00 <br />19 PROCTOR TEST EA 2 $200.00 2.00 $400.00 2.00 $400.00 <br />20 GRADATION TEST, AGGREGATE BASE EA 2 $194.00 1.00 $194.00 1.00 $194.00 <br />21 CONCRETE TESTING EA 3 $160.00 1.00 $160.00 1.00 $160.00 <br />22 DENSITY TEST, IN PLACE EA 30 $35.00 15.00 $525.00 20.00 $700.00 <br /> <br />SCHEDULE 1.0 - TOTAL <br /> <br />BID SUMMARY <br />SCHEDULE 1.0 - TOTAL <br /> <br />$168,041.96 $183,419.46 <br />TOTAL THIS PERIOD TOTAL TO DATE <br /> <br />$168,041.96 $183,419.46 <br /> <br />TOTAL BID SUMMARY THIS PERIOD <br />TOTAL BID SUMMARY TO DATE <br /> <br />$168,041.96 <br /> <br />$183,419.46 <br /> <br />MATERIAL ON SITE $0.00 $0.00 <br />MATERIAL DEDUCT. $0.00 $0.00 <br /> <br />PREVIOUS PAYMENTS <br /> ..................................... $14 608 62 <br /> <br />AMOUNT DUE $ ,6 .86 $159,639.86 <br /> <br />o:\I)mj\80441 ] ]\Payset8 ! Page <br /> <br /> <br />