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~m/De~iption <br /> <br />Estimated <br />Quantity <br /> <br /> 2105.501 Cc~m~on ~x~avation <br /> 2112.501 Sukgrade Preparation <br /> 2211.501 A~at~ Base, CL5 <br /> 2331.508 Type 41 Wearin~ Coorse Mix. <br /> 2331.514 ~ 31 Base Course Mix%ute <br /> 2501.573 Install 18" CM Culvert <br /> 2501.573 Install 18" CM~ Aprons <br /> 2503.511 12" RC Pipe CL5 <br /> 2503.511 15" RC Pipe CL5 <br />:. 2503.573 15" RC Pipe Apron/Trash Guard <br />_. 2506.508 Const_r~c12 Std. Ma~hote (48") <br />.. 2506.509 Constru~ S~d. Catc_hbasin <br />.. 2511.501 Random Riprap, c~.q w/Geotex. Fabric <br /> . 2531.501 B-618 Concrete C&G <br />.. 2554.602 Purnish & Install Perm. Barricade <br />~. 2564.602 Fur~i~ & ~all S%op Sign <br />* 2564.602 furnish & Install Dead End sign <br />:~. 2564.602 Furn. & Install Right Turn Lane Sign <br />-. 2564.602 Purnish & ~nstall Spccd Limi~ Sign <br />.. 2564.602 2k~cn4~h & Install Stop Ahead Sig~ <br />_. 2564.602 Pavement ~_~sage (right <br /> <br /> · 2564.603 ~dge of Travel Lane striping <br /> <br /> · 2564. 603 Centerline Striping <br /> <br /> · 2575.55S Turf ~-sr~blishment (blvds. & ease.) <br /> . S~. Concre=e Yalley Gutter <br /> Spec. Triangular Valley eatter Section <br /> <br />Z'-L $CH2DULE "D": <br /> <br />~L~E "E" - STORM S~4ER <br /> <br />m/Description <br /> <br /> 200 CA' <br /> 12 RS <br />1200 T <br /> 500 T <br /> 650 T <br /> 85 LF <br /> 2EA <br /> 102 L~ <br /> 346 1~ <br /> 1 FA <br /> <br /> 2 EA <br /> 3 CY <br />2300 LF <br /> lEA <br /> lEA <br /> <br /> lEA <br /> <br /> lEA <br />2000 LW <br />1176 LF <br />i.4 AC <br />175 SY <br />205 SY <br /> <br />Estimated <br />~ntiTy <br /> <br />O5 <br /> <br />I <br /> <br />Ii <br /> <br />Date <br /> <br />Unit <br />Price <br /> <br /> 3O0 Cf <br /> 12 RS <br /> 120O T <br /> 0T <br /> 577 T <br /> 85 IF <br /> 2 FA <br /> 102 LF <br /> 326 LF <br /> lEA <br /> 3 FA <br /> 2 EA <br /> 3CY <br />2323 LF <br /> 0EA <br /> 0EA <br /> 0 .FA <br /> 0EA <br /> <br /> 0 "EA <br /> <br /> 2.7 AC <br />18.5 SY <br />22.5 SY <br /> <br /> Used <br />'i~ Date <br /> <br /> $3.5O /C~ <br /> $7s. oo /RS <br /> $5.20 /T <br /> $2~. oo /T <br /> $~9. oo /T <br /> $~o. oo /LF <br />$1oo. oo /FA <br />$2o. oo /LF <br />$21.00 /LF <br />$4oo.oo /EA <br />$700. O0 /FA <br />S6OO. oo <br />$50. oo /cy <br /> $5. O0 /k~ <br /> $225.00 /EA <br />$1o5. oo /EA <br /> $95. oo /EA <br />$zo5. oo /FA <br />Sioo. oo /EA <br />S135. oo /FA <br />$30.00 <br /> $0.50 /I.~" <br /> $0.50 <br />$?oo. oo /ac <br /> $27.00 /SY <br /> $27.00 /SY <br /> <br />Unit <br />Price <br /> <br /> I <br /> <br /> $1,050. Ot <br /> $900.0(m <br /> $6,24 O. O( <br /> SO. O( <br />$10~963,00 <br /> s 5o.o <br /> $200. ocI <br /> $2,040.00 <br /> $6,846.00~ <br /> $400.0 <br /> $2, ~oo. Oo <br /> <br /> $1,200.00__ <br /> <br />$11,615. <br /> So. oo <br /> <br />$o.ooI , <br />$0.00 ~ <br />$o. oo <br /> <br />$0.o <br /> <br />$0.00 <br /> <br /> $0.00 <br /> $o. oo1 <br />$1,890.00 <br /> $499.50 <br /> $607.501 <br /> <br />$47,551.00 <br /> <br />2105.501 Oummon Excavation <br />2621.5H /PuLmmar <br />2621.5H 12" RCP CL5 <br />262t.5H .15" P~ CL5 <br />2621.5H 12" ~ Apron w/Trashguard <br />2621.5H 15" R~ Apron w/Trashguard <br />2621.5B Sta~ Mar~ole 48" <br />2621.5B S~ Catchbas/n <br />2621.5I Riprap ~3 w/Geote~ile Fabric <br /> <br />IA.T, S~{[Db%E "E": <br /> <br />2O0 CY <br /> <br />140 L~ <br />960 k~ <br />1FJ~ <br />35% <br />5EA <br />2FA <br />3CY <br /> <br />2O0 CY <br />i FA. <br />200 ~.= <br />9OO IF <br />lEA <br />3EA <br />5EA <br />2EA <br />6CY <br /> <br /> s3.~o /cY <br />$1,400. O0 <br /> $2o. oo <br /> $2Z. 00 /~' <br /> S4oo.oo <br /> $4oo. O0 /FA <br /> $7oo. oo <br /> $600. oo /FA <br /> $5o. oo /cY <br /> <br /> $700.00 <br /> $1,400.00 <br /> $4,000.00I <br />$~8,900.00 <br /> $4OO.OO <br /> $1,200.00I <br /> $3,500.00 <br /> $1,200.00 <br /> $300.00I <br />$31,600.00 <br /> <br /> <br />