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dip <br />L <br />k <br />sent 6y: [nc C04"(11ty flev UePt; <br />Item 02 Site Work <br />5136 970 1006; Nov -29 99 5331'; Page 6115 <br />Mobllisation0emobilizaWn <br />1 <br />lump sum G. 590-o <br />ia, 5014.0p <br />Clearing and Gabbing <br />1 <br />lump sum <br />(Z'Cloo-CIJ <br />r <br />Erasion Control <br />1 <br />lura sum <br />'3,4'x_4 <br />3,414.0 <br />Construction Staking <br />1 <br />lump sum 4,(•55-09 <br />4, tp5S <br />Grading <br />1 <br />lump sum <br />13: Sap• <br />(I's 30' <br />Selective Clearing of Buffer <br />18004 <br />s.f. <br />CJ, 32 <br />S -?rOo.Op <br />8" staUltzecl subgrede <br />5,306 <br />sq. yd. <br />Z, tab <br />14 Z20.a <br />£' Coquina Base <br />5.125 <br />sq. . <br />q,GS <br />Z3 a3f,ZS <br />1.5' type "FC -r Asphart <br />4,971 <br />sq. yd. <br />(P,cap <br />'L9 ` Z"CO <br />Pavement Markings <br />1 <br />lump sum 3, Zz-). <br />3 L2--? .b <br />Signage 4 Handicap Parking <br />6 <br />each <br />13 A -00 <br />04-00 <br />Vertical Curb <br />805 <br />I.F. <br />17-64 <br />1 -I f::"a 3. D <br />Concrete Sidewalk <br />81 <br />sq yd. <br />20.90 <br />1, 6q 2.$47 <br />Concrete Pavers <br />4708 <br />sq. ft. <br />s, Z f <br />15-,l l Z. <br />Concrete Wheel Stop <br />75 <br />each <br />Z 0.3'5 <br />15z4. -IS <br />Type "t3Y' Curb - Vertical Curb <br />660 <br />If <br />-7 , 5J <br />500–ao <br />Shell/Mad pathway <br />1.249 <br />I.I. <br />5,35 <br />(0,34C-4 <br />8" Drainage Pipe <br />160 <br />V. <br />t 10.1-7 <br />i1.2.7, L <br />12" Polyethylene Pipe <br />208 <br />Lf <br />l 4.`3 b <br />3 I C S `6q <br />15" ROP <br />204 <br />I f <br />2-7.9 0 <br />5 560•o <br />18" RCP <br />04 <br />I.f. <br />ya4] -00 <br />1 ,Ct z.e.O:� <br />Type `C" Inlet <br />2 <br />each <br />4, -Z,�O,60 <br />2,4cR7•of] <br />Mitered End Section (15") <br />2 <br />each <br />(.26." <br />1,740. <br />Milerod End Section (18") <br />2 <br />each <br />G 5o.op <br />t 360 a <br />Site, lighting, electrical work <br />1 <br />lump sum -1-1oo.m� 't 7C*• <br />2" water Line <br />270 <br />I.f. <br />71-41- <br />913,40 <br />1 114" Water Lina <br />380 <br />I.f. <br />3 , 7 i <br />Z 19. 50 <br />314" Water Line <br />148 <br />If. <br />2" Reduced Pressure Zone Backflow Preventer <br />1 <br />each <br />(-SOoxo <br />t, 30x.60 <br />904 Gallon Septic Tank <br />1 <br />each <br />0. <br />970-00 <br />1,504 Gallon Septic rank <br />1 <br />each <br />11%W.60 <br />t' -O -Z0.00 <br />6" PVC Sewer Pipe <br />54 <br />Lf <br />10 .�_4 <br />515, 0 <br />Absorption Trench <br />Concrete Encasement (2" Wator Main) <br />312 <br />Zo <br />If <br />I.f. <br />"I , 9 <br />1, SQ <br />z 4 44.8 <br />fA 30.00 <br />ADDENDUM NO. 3 <br />Subtotal 92:It4o,SSI - sc� <br />BID PROPOSAL <br />OPA <br />