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<br />t <br /> <br />120-1 Regular Excavation 1,101 CY /3.00 1431~.(J 0 <br />230-2 Limerock Material (12" Thick) 1,233 CY 83.00 102.. '3'1,Q.( )() <br />327-70-1 Millinq of existinq Pavement 11" Ava.) 23,787 SY 4.50 101'0"1' .S 0 <br />331-2-1A Type S-1 Asphaltic Concrete 13' Ava.) 3,611 Ton I S3. OD IS"'-1 "'i~3, :JO <br />425-1-331 Curb Inlet Type P-3 (<10') 1 Ea 47.3S':OC 4 73.5.0( <br />425-1-341 Curb Inlet Type P-4 (<10') 1 Ea (.1. C}eo.Cl t..i qOO.OO <br />425-1-351 Curb Inlet Type P-5 (<10') 8 Ea I hlloO or I..Jq 'J 9.('\ r 0 <br />425-1-361 Curb Inlet Type P-6 (<10") 18 Ea 16' '1C-JO.OO I.J L.J 'lID. n r") <br />425-1-521 Ditch Bottom Inlet Type C (<10') 22 Ea Z'qOO. ()() h3 aDO ,Q <br />425-1-541 Ditch Bottom Inlet Type 0 (<10') 32 Ea '. 700.0C /l8400.0l <br />425-1-542 Ditch Bottom Inlet Type 0 (>10') 1 Ea 'j 000.0f' 7"' 000 ,O( <br />425-1-671 Inlet Type P-11 (Dade County Std <10') 5 Ea ~ b2.~.Ol 28 Us 0(1) <br />425-2-41 Manhole Type P-7 (<10') 26 Ea S7UOO /"IA 7'7 2.. olb <br />425-2-42 Manhole Type P-7 (>10') 3 Ea S ~bS.OO '2?39S- (Jl <br />425-5 Manhole (Adjust) 29 Ea '775.00 22 L.J7s'Ofl <br />430-171-123 Pipe Culvert 15" RCP 63 LF I 38. DO fi: b9't.O{) <br />430-171-125 Pipe Culvert 18" RCP 5,882 LF 1'-/ ~.DO 8.$'B 712.0 ~ <br />430-171-129 Pipe Culvert 24" RCP 2,748 LF 1'7 I. OD <<-fbCf~C}OB.o ~ <br />430-941 Pipe Desilting 500 LF 3.<10 , f:JSD.N. <br />440-1-60 Underdrain Type Special (Swale Trench) 3,490 LF bt../,DO 2].~ 3hO.O ') <br />520-1-10 Concrete Curb and Gutter Type F 1,686 LF 2.3.00 387778.0 ' <br />520-3 Concrete Valley Gutter (3' wide) 908 LF 2 7. 00 I 9"i 7 },., n '} <br />520-6 Concrete Shoulder Gutter 331 LF 25:00 8 2. 7~-.On <br />522-1 Concrete Sidewalk (4" Thick) 3,698 SY 3~.OO IJ... '1 fH". Or. <br />522-2 Concrete Sidewalk (6" Thick) 166 SY ~ 'i .00 "7 30(.{. O( <br />523-1-2 Patterned/Textured Pavement (Stamped) 39 SY /30.00 .s 070.00 <br /> Sodding St. Augustine (including fertilizer and , <br />575-2 waterinq) 23,931 SY to.YO Is<\" S"SI.S 0 <br />580-327 -2 Relocation of Small Trees 20 Ea 2..1:, 00 . flr1 .:rf 000,1') ~ <br />700-20-11 Single Post Sign 122 AS .320. DO 390'-10.0 ') <br />700-46-21 Relocate Single Post Sign 30 Ea 3o.s-,OO q /son <br />706-3 Marker Pavement Retro Reflective Marker 384 Ea :)-:50 Z 1,1.0. <br />711-11-160 Pavement Messages (Bike & Arrow) 26 Ea /30,00 3380.0r <br />711-11-170 Directional Arrows Thermoplastic 116 SF) 10 Ea 65: 00 /:'Sn.oc <br />711-11-251 Guidelines Yellow Thermoplastic 18 LF 3.00 .s-4. on <br />711-11-140 Skip Traffic 2' of 4' White Thermoplastic 178 LF '3.00 S3"1,On <br />711-11-122 Solid Traffic Stripe 8"WhiteThermoolastic 902 LF I.~~ I l.S<.. 00 <br />711-11-123 Solid Traffic Stripe 12" White Thermoplastic 1,735 LF 2.00 ~ l..j,O.OO <br />711-11-124 Solid Traffic Stripe 18" White Thermoplastic 433 LF '3;00 :2... qCJ ,O! <br />711-11-125 Solid Traffic Stripe 24" White Thermoolastic 338 LF l.f, SO I S 2,1. or <br />711-11-224 Solid Traffic Stripe 18" Yellow Thermoplastic 30 LF 2.bO 7R.OO <br />711-11-110 Solid Traffic Stripe 4" White Thermoplastic 3.775 NM .~ 100.00 fl7/B.oa <br />711-11-210 Solid Traffic Stripe 4" Yellow Thermoplastic 3.598 NM 3' loe.DC III bO.OO <br />730-700 Drainage Wells (Exfiltration Wells) 22 Ea I G J:fl1 Oc. 3SS .~ (")0. ( tl <br />730-70E Drainage Wells Structure Steel Casino 24" ad Stalled 1,166 LF 390 Of 4S-Zt 1"10. ( 0 <br />730-70F Drainage Wells Open Hole 24" Dia. 1,100 LF '~}"'S.M '3S1 !;:)nn.f 0 <br />Total US$ S 2.32 I.IZ. 'l. <br />10% , ~ <br />Contingency <br />for the use ~.QO <br />of the City US$ 52..3.24 <br /> <br />\)0 <br /> <br />Oct. 2007 <br />Itc.~d ~ I <br /> <br />00300-2 <br />