Laserfiche WebLink
r <br />^ ; <br />Ifrm <br />2101.502 <br />2101.. <507 <br />2104.501 <br />2104.. 501 <br />2104.. 505 <br />2104.. 521 <br />0|04.(SOi <br />0105.609 <br />210.5.. 501 <br />210.5.. 507 <br />210.5.521 <br />2105.5.55 <br />2211.. 501 <br />2211.. '502 <br />2.151.. 504 <br />2311.. 508 <br />2111.510 <br />2311.514 <br />2.5.71.51 x <br />SP.I <br />2157.502 <br />0412.^-04 <br />2451.5 M <br />2.501.515 <br />2.501.515 <br />1502.541 <br />1501.511 <br />2.501.511 <br />2.50.7.511 <br />2.501.571 <br />2503.573 <br />SP-2 <br />SP1 <br />Mnsc Rid . S A P. 152>I02-II <br />CIcnnnp (Ircc) <br />GruMmic (Ircc) <br />Ucnunc pl.ilc bc.ini gunr. ;iil <br />Remove 15- CMP cuhcrl <br />Remove bituminous pnvcmcul <br />S.ilvncc chnin link fence <br />Rclocnlc mailboxes, signs, cic. <br />Gcoiexlile fabric. Type V' <br />Common excavation (P) <br />Subgradc excavation <br />Granular borrow (CV) <br />Salvaged lopisoil (CV) <br />Aggregate biisc. CI.5. lOO'T crushed <br />quarry rock <br />Agcri gate base. Cl. 3 (P) (CV^) <br />AC’-1 bit. material for mixture <br />Type 41 wearing course mixture <br />l>X>c 3) binder course mixture <br />Type 31 base course mixture <br />Hiluminous mixture for walk <br />Dnvcw.ay restoration <br />f^ituminous material for t.k^lc coal <br />Modular block retaining wall <br />('oarse filter aggregate (CV') <br />12” C'M pipe apron <br />12” R(' pipe apron <br />4** perforated Pf£ pipe drain <br />12" CM pi|H; sewer <br />12“ Rf’ pipe sewer ((T V). |\M; 3fX)6 <br />15 “ R( ‘ pipe sev%er (( T V). |)ev3lH)6 <br />I urn. Sc install l2-xl2"CM pipe tee <br />I'uriiisli iiLstall 12* CM pipe 14 <br />degree bend <br />Construct catch basin, design SP-2 <br />Construct catch b.xsin. design SP-3 <br />Cofrtrxt <br />Qvaatity <br />Unit <br />Pri« <br />Quamity <br />To Data <br />lOMtaiii <br />To l>alo <br />EA 10 50.00 4 200 00 <br />EA 10 50.00 4 200 no <br />I.F 220 3.00 <br />I.F 75 6.00 <br />SY 1.530 3.00 uoo 1.900.00 <br />U-320 4.00 300 1.200.00 <br />1 200.00 <br />SY 2.760 I.OO 2J00 .■’2'Oo.on <br />CY 1.500 32)0 IJOO 70.00 <br />CY 500 4.50 300 1 -750.00 <br />CY 2.500 9.00 <br />CY 440 7.00 <br />TN 1.600 9.50 1200 11.400.00 <br />CY 950 1100 4.50 5.400.00 <br />TN 43 120.00 <br />TN 195 17.00 <br />TN 260 16.00 <br />TN 325 16.00 <br />•[•N 84 30.00 <br />SY 250 6.50 <br />C.L 3.50 1.00 <br />SF 1150 13.50 <br />CY 80 15.00 <br />F.A ■>60.00 <br />EA 2 400.00 <br />I.F 500 3.00 <br />LF 120 35.00 <br />IF NO 2100 <br />El-200 23.00 <br />EA 1 150.00 <br />EA 1 250.00 <br />\l,\1 650.00 <br />EA 2 1.200.00 <br />1 lor.o Rpi* <br />UP-1