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<br />120-1 Regular Excavation 1,101 CY t>~. OJ d4 :J:DcP
<br />230-2 Limerock Material (12" Thick) 1,233 CY tl'3I,co lllnl s:13.l:D
<br />327-70-1 MillinQ of existinQ Pavement (1" AVQ.) 23,787 SY d .8::J I; "'lq lUol fP
<br />331-2-1A Type S-1 Asphaltic Concrete (3' AVQ.) 3,611 Ton tI14.';;D I.. Y I ~I u'31. 5::
<br />425-1-331 Curb Inlel Type P-3 (<10') 1 Ea i '6 trb. u> It' '6 CCf..;; . c.:o
<br />425-1-341 Curb Inlet Type P-4 (<10') 1 Ea .t ~ OCD. <..:0 It. Sl r-y'''h<:0
<br />425-1-351 Curb Inlet Tvpe P-5 (<10') 8 Ea It Y 2ro, <.lU 31 U:cP f-X,)
<br />425-1-361 Curb Inlet Type P-6 (<10") 18 Ea I~ 4 4;00 ,c.P r b 2 <i WCD
<br />425-1-521 Ditch Bottom Inlet Type C (<10') 22 Ea ,3 <6(P,CO g 3 '<;C:P,uo
<br />425-1-541 Ditch Bottom Inlet Type 0 (<10') 32 Ea i LI 2[J.:J,<J.:> It \ ~~ L{ lP.Ol.;
<br />425-1-542 Ditch Bottom Inlet Type 0 (>10') 1 Ea <lS Ufl.o..::>l<t.':;'" ocO,u:J
<br />425-1-671 Inlet Type P-11 (Dade County Std <10') 5 Ea 5 t'Lo.OO '-\OC:CO,o.
<br />425-2-41 Manhole Type P-7 (<10') 26 Ea IS- 4 UJ.). O? .. \rH (0{ ",,\.0:
<br />425-2-42 Manhole Tvpe P-7 (>10') 3 Ea S OCD ,<::P i; IS IY'i '\ .LD
<br />425-5 Manhole (Adjust) 29 Ea t l,pOO, c.:J:) \ I 4CD.OO
<br />430-171-123 Pipe Culvert 15" RCP 63 LF 1,\ IllSo J::ID2Y~
<br />430-171-125 Pipe Culvert 18" RCP 5,882 LF ft ot Cot. OO! S'i{,;) 31~, CP
<br />430-171-129 Pipe Culvert 24" RCP 2,748 LF \ d1 Lb ~ 99 5320.
<br />430-941 Pipe DesiltinQ 500 LF C'I.~ ~ t...J SCo LP
<br />440-1-60 Underdrain Type Special (Swale Trench) 3,490 LF ~ 4L> .C>() 14:D '9-to.u.
<br />520-1-10 Concrete Curb and Gutter Tvpe F 1,686 LF ... (:5.0-:> ;;)5 ~90.u:...
<br />520-3 Concrete Valley Gutter (3' wide) 908 LF $ IY CD t\~~I2.~
<br />520-6 Concrete Shoulder Gutter 331 LF It , /.Jl . co I~ '5 ;;2 94> .co
<br />522-1 Concrete Sidewalk (4" Thick) 3,698 SY 1$ 3L/.CD IkldS 1'~:J(J
<br />522-2 Concrete Sidewalk (6" Thick) 166 SY It YO.DO It"4>40 co
<br />523-1-2 Patternedffextured Pavement (Stamped) 39 SY 150.au t c,'<iSO (P
<br /> Sodding St. Augustine (including fertilizer and ,
<br />575-2 waterinQ) 23,931 SY 1; S.50 ~ 131 InW'5(
<br />580-327 -2 Relocation of Small Trees 20 Ea l:t lj SO, <...0 It ~ C:CD. (J.:)
<br />700-20-11 Single Post SiQn 122 AS t Lj I'S.ro ItC;,L,,:?),ou
<br />700-46-21 Relocate SinQle Post SiQn 30 Ea 1:1:. 40.<.p It' -~rn.Do
<br />706-3 Marker Pavement Retro Reflective Marker 384 Ea 1; LJ. So I'll ., /_~.co
<br />711-11-160 Pavement MessaQes (Bike & Arrow) 26 Ea I ~ ,;) '5D , u.:::> '" I ~ ~ t'Y) (:j::)
<br />711-11-170 Directional Arrows Thermoplastic (16 SF) 10 Ea S5 . Q.::J c:. e;n CO
<br />711-11-251 Guidelines Yellow Thermoplastic 18 LF O.lpS t 11.10
<br />711-11-140 Skip Traffic 2' of 4' White Thermoolastic 178 LF 0,0>5 t I ,e::., ,0
<br />711-11-122 Solid Traffic Slripe 8"WhiteThermoplastic 902 LF $ 0. 15 ,4: In,tn.SO
<br />711-11-123 Solid Traffic Stripe 12" White Thermoplastic 1,735 LF l:t \./5 14 \ ~0S '6
<br />711-11-124 Solid Traffic Stripe 18" White Thermoplastic 433 LF It' .75 lSr 15
<br />711-11-125 Solid Traffic Stripe 24" White Thermoplastic 338 LF I~ d . d. (:) ILl "3.lQo
<br />711-11-224 Solid Traffic Stripe 18" Yellow Thermoplastic 30 LF 1.1S lI. 'S 2. . '3..:>
<br />711-11-110 Solid Traffic Stripe 4" White Thermoplastic 3.775 NM .) cAD l{O ~ 1 514-. \(0
<br />711-11-210 Solid Traffic Stripe 4" Yellow Thermoplastic 3.598 NM ..2CQo lJ01i l :l\ 9.o~
<br />730-700 DrainaQe Wells (Exfiltration Wells) 22 Ea ~ II Lro. Co li~LJ;;;ll':CO.(jP
<br />730-70E DrainaQe Wells Structure Steel Casino 24" Od Stalled 1,166 LF t :J.-:Jo.w \d5(oS~(lP
<br />730-70F DrainaQe Wells Open Hole 24" Dia. 1,100 LF It I LlO.D0 11'34 CCO~b
<br />Total US$ .1,4 1210 <6'31.51
<br />10%
<br />Contingency
<br />for the use
<br />of the City US$
<br />Oct. 2007
<br /> 00300-2
<br />
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