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Pape 2 of J Part 8:'32nd AvenO - Bid Bid Bid Previous Current Quantity Currant Cost Item Item Description Unit Quantity Unit Price Amount Quantity Quantity to Date Amount to Date 2021.501 Mobilization LS 1 61 500.00 $1,600.00 0.8 0.8 $1,200.00 {1 200.00 2104.501 Remove Existing Copper Service LF 480 69.35 64 301.00 532 532 $4,974.20 $4,974.20 2104.501 Remove Conc. Curb&Gutter LF 2820 {1.60 $4192.00 2010 2010 $3,216.00 $3,216.00 2104.503 Remove and Replace Timbers SF 50 617.50 6875.00 0 0 {0.00 {0.00 2104.503 1 Remove Concrete Sidewalk SF 1 100 61.00 6100.00 20 20 620.00 {20.00 2104.505 Remove Concrete Driveway Pavement SY 375 63.00 61 125.00 229 229 {607.00 6687.00 2104.505 Remove Bituminous Pavement incl. D SY 3900 60.85 $2,535.00 2900 2900 $1,085.00 {1 885.00 2104.507 Remove and Re0ace Decorative Rock TON 2 6150.00 6300.00 0 0 40.00 60.00 2104.509 Remove Existing GV and Box EA 2 6343.00 6886.00 2 2 {686.00 {680.00 2104.509 Remove Existing Curb Boxes EA 17 658.35 6991.95 14 14 {810.90 11616.90 2104.509 Remove Existing Hydrant EA 1 6260.00 6260.00 1 1 {260.00 {200.00 2104.511 Sawing Bituminous Pavement LF 1 350 62.00 6700.00 0 0 {0.00 {0.00 2104.513 Sawina Concrete Pavement LF 380 63.00 61 140.00 0 0 {0.00 {0.00 2105.501 Common Excavation P CY 3035 60.00 $18210:00 0 0 {0.00 60.00 2105.525 Topsoil Borrow(LV) CY 150 69.00 61 350.00 0 0 {0.00 60.00 2.111.501 ITent Rolling STA 12.9 621.00 6270.90 0 0 {0.00 60.00 2112.501 Su reds Preparation STA 12.9 6110.00 $1.419.001 0 0 {0.00 60.00 2211.501 Aggregate Base Class 5 100% Crushed Quarry Rock TON 2200 60.88 $15,130.001 0 0 60.00 40.00 2211.501 Aggregate Base Close 5(incl. DM TON 3100 65.98 $18,536.001 0 0 60.00 60.00 2331.508 2'Type 31 B Bituminous Base TON 445 621.00 $9,012-00 0 0 {0.00 60.00 2331.514 1 1/2'Type 41B Bituminous Wear TON 350 624.75 $8.88250 0 0 {0.00 60.00 2357.502 Bituminous Tack Material GAL 1 200 61.80 6320.00 0 0 60.00 {0.00 0504.002 Curb Stop, box and cap EA 17 6118.00 62 000.00 14 14 $1,052.00 $1,652.00 0504.802 Hydrant EA 1 $1,475.00 $1,'47500 1 1 61,475.00- $1,475.00 0504.802 Connect to Existing Watermain EA 2 6292.00 6584.00 2 2 {584.00 {584.00 0504.002 Ad Just GV Box EA 3 6120.00 6300.00 0 0 {0.00 {0.00 0504.803 1•Copper Service Pie LF 425 68.90 $3782'50 508 508 $4.521.20 $4,521.2 0504.603 6' DIP Watermain-CL. 52 LF 1300 619.85 625 805.00 1275 1275 $25,308.75 $25,308.75 0504.607 8'GV and Box EA 3 6400.00 $1200'00 3 3 $1.200.00 $1.200.00 0504.820 Ductile Iron Fittinas LB 250 62.12 6530.00 122 122 {258.64 6258.04 2508.521 Furnish and Install Manhole Casting EA 1 8 6400.00 $2,400.00 0 0 {0.00 {0.00 2508.522 Adjust Manhole Casting EA 6 6200.00 61,20-0-0-0- 0 0 60.00 60.00 2521.501 4'Thick Concrete Sidewalk SF 100 68.75 6875.00 0 0 60.00 60.00_ 2531.501 8618 Concrete Curb and Gutter LF 2820 65.80 $14.872.001 0 0 60.00 10:00 2531.503 3'Wide Concrete Valley Gutter EA 1 6900.00 6900.00 0 0 60.00 60.00 2531.507 0'Thick Conc. DW Pavement&Aprons SY 400 621.20 $8480.00 0 0 {0.00 60.00 0583.801 Traffic Control LS 1 $2,000.00 62 000.00 0.5 0.5 $1,000.00 $1,000.00 i' 2573.501 Bale Check EA 50 68.38 6318.00 12 12 676.32 678.32 1575.505 Sod T - Lawn SY 3000 61.50 $4,500.00 0 0 {0.00 {0.00 Spec 1 Bituminous Pedestrian Romp EA 2 6250.00 6500.00 0 O {0.00 {0.00 Spec 2 3' Bituminous Driveway Pavement SY 90 610.00 6900.00 0 0 60.00 40.00 Spec 3 Reconnect Existing Service to New Mein Incl. Corporation Cock) EA 34 671.20 $2,420.80 32 32 $2,278.40 2 ,27-074 Spec 5 Sewer Service Repair EA 10 6277.00 62 770.00 12 12 $3,324.00 $3,324.00 Spec 6 Pipe Foundation Material TON 100 68.20 6820.00 0 0 {0.00 60.00 Spec 10 Geotextile Fabric SY 51501 60.85 $4,377.50 0 0 {0.00 {0.00 Spec 12 Sewer Main Repair(0'-15' Dee EA 2 $1,250.00 $250000 0 0 {0.00 60.00 Spec 13 Sewer Main Repair(15'-20' Dee EA 2 62 470.00 64 940.00 0 0 {0.00 60.00 Base Bid for Pert B 6182 540.15 $55,423.411 {55 423.41