Laserfiche WebLink
htm Uort <br />CuBtracI <br />QuBBlity <br />UftU <br />Price <br />QMMuiliy <br />Fd Date <br />A bsoub I <br />To Doi« <br />SP-6 Coiwxrucl inlet control j tnicture <br />Dcai§n 4-2. 4 ’ dia. <br />SP*i Connect to exkx. itorm manhole <br />SP*9 Cut into existing storm seiner <br />2511.501 Rjodom rip rap. CL III • DELETED <br />Total B-Storm 152-107-Ul <br />W^iX^nowu Ro,iJ Cuiveft <br />Part C - SAP 152-103-^11 <br />21UI.S01 acanng <br />2101.506 Grubbing <br />2104 50l Remove pipe culvert <br />2104 505 Remove bituminous pavemc-nl <br />2104.509 Remove guard posts <br />OIOS.609 Geoiexulc fabric. Type V <br />2105.501 Common excavation (P) <br />2105.521 Granular borrow (CV) <br />2105.523 Common borrow (CV) <br />2105.535 Salvaged topsoil (CV') <br />2211.501 iVggrCgalc baic. C1.5. lOO'^ wtushed <br />qu^irry rock <br />2221.501 iVggicgjic shouldering. Class 5 <br />100% crushed 4uarrv' rock <br />2331.504 ACT bit. material tor nuxtura <br />2331.508 Type 41 weanag course mixture <br />2331.514 Type 31 base course mixture <br />SPT Drivtsvay restoration <br />2357 502 Bituminous maicriai for tack coal <br />2451.501 Structure excavation. Cl U (P) <br />2451.511 Coarse filter aggregate (CV) <br />2501.511 12' CM pipe culvert <br />2501.511 48" RC pipe culvert.CL4.Dcs. iOOO <br />2501J15 12" CM pipe apron <br />2501.515 12" RC pipe apron <br />2501.515 43" RC pipe apron <br />EA <br />EA <br />fa <br />CY <br />I <br />23 <br />1.150 00 <br />300.00 <br />300.00 <br />0.00 <br />1 <br />13 <br />6 <br />1.150.00 <br />3.900.00 <br />1.800 00 <br />586.032.50 <br />AC 0?2.000 00 03 600 00 <br />AC 0.3 2.000.00 0.3 600.00 <br />LF 64 ;o.oo 64 1.2SO.OO <br />SY L3(X>1.25 1.333 1,666.25 <br />EA .to 10.00 40 400.00 <br />SY <br />of 11.00 2.445 2.445.00 <br />CY 1,450 3.50 1.450 5.075.00 <br />CY 600 10.00 157.50 1.575.00 <br />CY l.OOO 6.00 700 4.200 00 <br />CY 300 6.00 <br />TN 1,500 8.50 1481.79 12.595.22 <br />I'N 130 10 00 IS 750.00 <br />TN 18 125.00 23 2,925.00 <br />TN 155 P.50 132 2.310.00 <br />•IN ISO 16.00 276.82 4.429.12 <br />SY 30 10.00 30 300.00 <br />GI.100 1.00 100 100.00 <br />CY 7S0 4,00 1.800 7.200.00 <br />CY i:o 14.00 90 1.260.00 <br />LF 50 24.00 160 5.S40.00 <br />LF 124 140.00 112 15,680 00 <br />£.\*4 70.00 t 450.00 <br />E.A 1 400.00 1 400.00 <br />E.A 1 1,27000 1 .1.270.00 <br />RP-3