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<br />r <br /> <br />120-1 Reqular Excavation 1,101 CY 14.00 15'.4/4--.00 <br />230-2 Limerock Material (12" Thick) 1,233 CY ~3.oo 4O:I.Sq.ClO <br />327-70-1 Millinq of existina Pavement (1" Ava.) 23,787 SY 3..2..;'.: '-r'1~:1j"f7 . ,r; <br />331-2-1A Type S-1 Asphaltic Concrete (3' Avq.) 3,611 Ton i !.fS.U) I t:;1.3}sq:; <br />425-1-331 Curb Inlet Type P-3 (<10') 1 Ea ~4CO.~ "2400.00 <br />425-1-341 Curb Inlet Type P-4 (<10') 1 Ea '24CO.OO 1"2400.00 <br />425-1-351 Curb Inlet TVDe P-5 (<10') 8 Ea 4-.9)0 .00 I '3" 000.00 <br />425-1-361 Curb Inlet Tvpe P-6 (<10") 18 Ea 4.9>0.00 IQ?OOD.OO <br />425-1-521 Ditch Bottom Inlet Type C (<10') 22 Ea '2 A"oo.oo 52.800.00 <br />425-1-541 Ditch Bottom Inlet Type D (<10') 32 Ea g4t>O.OO Ios. 8<<>.00 <br />425-1-542 Ditch Bottom Inlet Type D (>10') 1 Ea 4()()().Do LO{)O.DO <br />425-1-671 Inlet TVDe P-11 made County Std <10') 5 Ea ~ oeo.o. I~ 0<<>.00 <br />425-2-41 Manhole TVDe P-7 (<10') 26 Ea ~ 2Do.OO 8?J. V'O.Oo <br />425-2-42 Manhole Type P-7 (>10') 3 Ea 4.,000.00 /2 ()(XJ.(JO <br />425-5 Manhole (Adiust) 29 Ea $Z)O.oo JJ -;r ,...,.,... <br /> ,CO <br />430-171-123 Pipe Culvert 15" RCP 63 LF 7'.00 A ::7 e e. 0::> <br />430-171-125 Pipe Culvert 18" RCP 5,882 LF e4.oo 14A ~4.08S.00 <br />430-171-129 Pipe Culvert 24" RCP 2,748 LF /()().OD '1.74-.100.00 <br />430-941 Pipe Desiltinq 500 LF 2D.oo 'f) ()()().OO <br />440-1-60 Underdrain Type Special (Swale Trench) 3,490 LF ~OO /(,j ~~~.Oo <br />520-1-10 Concrete Curb and Gutter Type F 1,686 LF 20.00 ~~ ~_ 7'ZtJ.oo <br />520-3 Concrete Vallev Gutter (3' wide) 908 LF '2-4-.00 2(7Q2.OD <br />520-6 Concrete Shoulder Gutter 331 LF g tJ. 00 <'-<1'30.00 <br /> Concrete Sidewalk (4" Thick) '0" .00 T <br />522-1 3,698 SY 110. Q40. ()O <br />522-2 Concrete Sidewalk (6" Thick) 166 SY 44. DO -, 304-.00 <br />523-1-2 Patterned/Textured Pavement (Stamped) 39 SY 51>. DO l Q5l).OO <br /> Sodding St. Augustine (including fertilizer and 'r <br />575-2 waterinq) 23,931 SY 4..()0 qs~ 72'1-. DO <br />580-327 -2 Relocation of Small Trees 20 Ea ~"tJ.OO I. "2,tJtJ.OO <br />700-20-11 Sinqle Post Siqn 122 AS 170.00 Zq 74olJ.oo <br />700-46-21 Relocate Sinale Post Siqn 30 Ea /?J().()O 3. qf)O.OD <br />706-3 Marker Pavement Retro Reflective Marker 384 Ea 12.00 4- 6OQ.oo <br />711-11-160 Pavement Messaaes (Bike & Arrow) 26 Ea , S'l>.oo 3.'DO.OO <br />711-11-170 Directional Arrows ThermoDlastic (16 SF) 10 Ea u,s'.OO ~.OO <br />711-11-251 Guidelines Yellow Thermoplastic 18 LF '2..00 ~.oo <br />711-11-140 Skip Traffic 2' of 4' White Thermoplastic 178 LF 1.00 liS. 00 <br />711-11-122 Solid Traffic StriDe 8"WhiteThermoplastic 902 LF '2.00 I i004.oo <br />711-11-123 Solid Traffic Stripe 12" White Thermoplastic 1,735 LF ~.oo ~ 470.00 <br />711-11-124 Solid Traffic StriDe 18" White Thermoplastic 433 LF ~.oo I. '2.99.00 <br />711-11-125 Solid Traffic Stripe 24" White Thermoplastic 338 LF 4- . 00 I. '.K'2. 00 <br />711-11-224 Solid Traffic Stripe 18" Yellow Thermoplastic 30 LF IfJ.oo ~C)() <br />711-11-110 Solid Traffic StriDe 4" White Thermoplastic 3.775 NM {tJ(J{).DD 7.rI2. SZ> <br />711-11-210 Solid Traffic Stripe 4" Yellow Thermoplastic 3.598 NM I'IOO.CO ".!~.~ <br />730-70D Drainaqe Wells (Exfiltration Wells) 22 Ea f3. COO. 00 /7(,.000.00 <br />730-70E Drainaqe Wells Structure Steel Casinq 24" Od Stalled 1,166 LF '275.t:JO ~2X,~.oo <br />730-70F Drainaqe Wells Open Hole 24" Dia. 1,100 LF leO.DO 1 qe CIOC). CO <br />Total US$ ;>',~33..9=l~4 <br />10% <br />Contingency ~~.l <br />for the use <br />of the City US$ <br /> <br />c; <br /> <br />Oct. 2007 <br /> <br />00300-2 <br />