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<br />120-1 ReQular Excavation 1,101 CY (0 (I,LJ/ L.I
<br />230-2 Limerock Material (12" Thick) 1,233 CY ~'i (.~, SYL
<br />327-70-1 Millinq of existinq Pavement (1" Ava,) 23,787 SY '1-,'1..:> S. -, oYY. r..
<br />331-2-1A Tvpe S-1 Asphaltic Concrete (3' Ava,) 3,611 Ton 11.u t{ ? '3 ] J-c
<br />425-1-331 Curb Inlet Type P-3 (<10') 1 Ea 1 Lv::::> J, :)-() 0
<br />425-1-341 Curb Inlet Type P-4 (<10') 1 Ea 3. 1-. CJ .? 3,J,.o~
<br />425-1-351 Curb Inlet Type P-5 (<10') 8 Ea 3. ) '(0 :/0 )...~.::>
<br />425-1-361 Curb Inlet Type P-6 (<10") 18 Ea l.( .> y...) "j cj 'J("l/ c)
<br />425-1-521 Ditch Bottom Inlet Type C (<10') 22 Ea '}, '-1-0'::> ~) 'J(D~
<br />425-1-541 Ditch Bottom Inlet Type D (<10') 32 Ea I ~'iO 1 4-' Kc,(O
<br /> Ditch Bottom Inlet Type D (>10') Ea ~ ~-':l.u l
<br />425-1-542 1 1-, S- :2-.J
<br />425-1-671 Inlet Type P-11 (Dade County Std <10') 5 Ea ~)1I0 ((" ).-DC>
<br />425-2-41 Manhole Type P-7 (<10') 26 Ea -<'<>6 C 7'1 5(.;,0
<br />425-2-42 Manhole Type P-7 (>10') 3 Ea '3ISl.{u 11f)~ <- L':';
<br />425-5 Manhole (Adjust) 29 Ea '-I,XC> I' l- 00
<br />430-171-123 Pipe Culvert 15" RCP 63 LF IS (; IL~
<br />430-171-125 Pipe Culvert 18" RCP 5,882 LF ero k--~/o1 7 y'()
<br />430-171-129 Pipe Culvert 24" RCP 2,748 LF I oS- "))(;j ~If D
<br />430-941 Pipe Desiltinq 500 LF s;-- ., "D":)
<br />440-1-60 Underdrain Type Special (Swale Trench) 3,490 LF :Lv ~rd'JIf D
<br />520-1-10 Concrete Curb and Gutter Type F 1,686 LF I ~ ,?,-=) ]1{ ~
<br />520-3 Concrete Valley Gutter (3' wide) 908 LF \ )( I!-,' :<It't
<br />520-6 Concrete Shoulder Gutter 331 LF ,-; '-/ -'?..:::>:)
<br />522-1 Concrete Sidewalk (4" Thick) 3,698 SY 32 II~, 3.J1..,.
<br />522-2 Concrete Sidewalk (6" Thick) 166 SY 3?l 1.,. ? of
<br />523-1-2 Patterned/Textured Pavement (Stamped) 39 SY 1)..0 Ii. (, ~/ )
<br /> Sodding St. Augustine (including fertilizer and S- II ('1. l.P,S)-
<br />575-2 waterinQ) 23,931 SY
<br />580-327 -2 Relocation of Small Trees 20 Ea IJ-v I
<br /> -2 '1 <>L>
<br />700-20-11 SinQle Post SiQn 122 AS L.. J- \- 2. 1 J 4 ,) .:>
<br /> iLD I
<br />700-46-21 Relocate SinQle Post Siqn 30 Ea -:?L->OO
<br />706-3 Marker Pavement Retro Reflective Marker 384 Ea r- (,I",,-p
<br />711-11-160 Pavement MessaQes (Bike & Arrow) 26 Ea I j 1.. 1.YJ1-
<br />711-11-170 Directional Arrows Thermoplastic (16 SF) 10 Ea ?L-J '~~
<br />711-11-251 Guidelines Yellow Thermoplastic 18 LF I; 1'0'<
<br />711-11-140 Skip Traffic 2' of 4' White Thermoplastic 178 LF 1 /'7 yo
<br />711-11-122 Solid Traffic Stripe 8"WhiteThermoolastic 902 LF r-L I'-yo\..{
<br />711-11-123 Solid Traffic Stripe 12" White Thermoolastic 1,735 LF '1-. ),) ~'y J'7. .).-
<br />711-11-124 Solid Traffic Stripe 18" White Thermoolastic 433 LF 5 I ~ '\ "
<br />711-11-125 Solid Traffic Stripe 24" White Thermoplastic 338 LF '7, '" 0 L/',()
<br />711-11-224 Solid Traffic Stripe 18" Yellow Thermoolastic 30 LF 3 'f0
<br />711-11-110 Solid Traffic Stripe 4" White Thermoplastic 3.775 NM 5}.-OO 11. ,'to
<br />711-11-210 Solid Traffic Stripe 4" Yellow Thermoolastic 3,598 NM '~ <oe.ll ; d-1 q)}...J'-
<br />730-70D Drainaae Wells (Exfiltration Wells) 22 Ea 1/2.-~ If::' )..1 '1~ si~.J
<br />730-70E Drainage Wells Structure Steel Casina 24" Od Stalled 1,166 LF .) '15'- '-it) l- 1. 7D
<br />730-70F Drainaae Wells Open Hole 24" Dia, 1,100 LF 2.q S- 3:l.~ e; D -;)
<br />Total US$ 3.5'1 ' S-)-f{
<br />10% ,
<br />Contingency ~ )T1 '3) ')... :(0
<br />for the use
<br />of the City US$
<br />
<br />~r
<br />
<br />Oct. 2007
<br />
<br />00300-2
<br />
<br />....~\ Y 1 r-; f5"J 1 I
<br />
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