Laserfiche WebLink
Uail <br />Coalnicl <br />Qmmtifir <br />Unit <br />Prtet <br />QttaiitiCy <br />To Date <br />Aaiount <br />To Date <br />Brown Road North <br />Part A - Street » SAP i52 107-01 <br />2101^01 Clearing (tree) <br />2101.506 Grubbing (tree) <br />2104.501 Remove concrete curb & gutter <br />2104JOl Remove pipe culvert <br />2104.505 Remove bituminous pavement <br />0104.601 Relocate mailboxes, signs, etc. <br />0105.609 Geotextile fabric. Type V <br />2105.501 Common excavation (P) <br />2105.507 Subgrade excavation <br />2105 J21 Granular borrow (CV') <br />2105.535 Salvaged topsoil (CV) <br />2211.501 Aggregate base, C1.5, 100% crushed <br />quarry rock <br />2331.504 AC-1 bit. material for mixture <br />2331.508 Type 41 wearing course mix. (1995) <br />2331.510 Tvpe 31 binder course mLxture <br />2331.514 Type 31 base course mixture <br />2331.518 Bituminous mixture for walk <br />SP-1 Driveway restoration <br />2357.502 Bituminous material for tack coat <br />0412.604 Modular block retaining wall <br />2451.511 Coarse filter aggregate (CV) <br />2502.54 1 4" perforated PE pipe drain <br />2506.522 Adjust frame and ring cstg. <br />2521.501 4” concrete walk <br />2531.501 Concrete curb Sc gutter-Design B618 <br />SP-2 Reinforcing for cone, curb & gutter <br />0531.602 Pedestrian curb ramp <br />2563.601 Traffic control <br />2564.531 Furn.& inst. sign panels, Tvpe C <br />0564.602 Pavement message (left arrow) paint <br />0564.602 Pavement message (left arrow) epoxy <br />0564.603 4” wide solid line, yellow paint <br />0564.603 4" wide solid line, yellow epoxy <br />AC 0.2 2.000.00 0.2 400.0 <br />AC 0J2 2.000.00 0.2 400.0' <br />LF 40 4.00 30 120.0( <br />LF 540 7.00 460 3,220.0( <br />SY lOJOO 1.25 10,115 12.643.75 <br />LS I 500.00 1 500.0( <br />SY 14,400 1.00 14,105 14.105.0f <br />CY 12.000 3.25 12,000 39,000.00 <br />CY 1,200 4.00 850 3.400.00 <br />CY 600 10.00 <br />CY 1,850 5.00 <br />TN 9,700 <br />8.50 6419.62 71,566.77 <br />TN 231 125.00 170.49 21.311.25 <br />TN 1.050 17.00 <br />TN 1,400 15.00 1,134.01 17,010.15 <br />TN 1.750 15.00 1,965.76 29.486.40 <br />TN 580 30.00 2 <br />4 <br />SY 550 10.00 <br />GL 1,500 1.00 250 250.00 <br />SF 1.300 13.00 <br />CY 50 10.00 50 500.00 <br />LF 850 7.00 297.5 <br />2.082.50 <br />EA 4 200.00 <br />SI-20 5.00 <br />7,230 5.00 6,737 33,685.00 <br />U-360 0.50 250 125.00 <br />EA 5 125.00 2 250.00 <br />LS 1 5,000.00 J.75 3,750.00 <br />SF 37.5 35.00 <br />EA 1 30.00 <br />EA 1 50.00 <br />5,500 0.20 <br />LF 5,500 0.20 <br />RP-1