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ESTIMATE NO . 21RT 3 /31. / 08 J . CHEATUAM , LLC CONTRACT NO . 060015 <br /> /396 W .WESIPORI PLACE CLILNI ND . 43340 <br /> TO- INDIAN RIVER COUNTY WFSI PALM BCH . , FL . 33413 INVOICE NO . 80067 <br /> 1801 2 /1H STREET <br /> VERO BEACH . FL 32960 PROJECT- CR 512 PHASE III & CR 510 RDWAY IMP . FOR PERIOD 3 /01/08 TO 3/31. /08 <br /> PROJECT NOS . 9611A & 0001 PAGE- 1 <br /> ITEM - O R I G I N A I . E S T I M A T E - - - - PERFORMTD IHIS PERIOD_ - - - COMPLETED TO DATE - - <br />- - % REIN RETN <br /> NO . DESCRIPTION OF 11EM QUANIITY U/M UNIT COST V A I U C NO . OF UNITS V A L U E NO . OF UNITS V A L <br />U E COMP . PCT . AMI . <br /> A000 CR 512 IEIPROVFMENIS : . 000 . 0000 . 00 . 000 . 00 . 000 . 00 % 5 . 0 . 00 <br /> A001 MOBILI /ATION 1 . 000 LS 11.54500 . 0000 1154500 . 00 . 000 . 00 . 983 1.134873 . 50 98 . 3% 5 . 0 56 . 743 ` 68 <br /> A002 MAINTENANCE OF -TRAFFIC 1 . 000 LS 500000 . 0000 500000 . 00 . 000 . 00 . 950 475000 . 00 95 . 0% 5 . 0 23 . 750 . 00 <br /> A003 MOWING 55 . 000 ACRE 315 . 0000 17325 . 00 . 000 . 00 18 . 000 5670 . 00 32 . 7% 5 . 0 283 . 50 <br /> A004 BAII_11 ) MAY OR STRAW 350 . 000 EA 15 . 0000 5250 . 00 . 000 . 00 404 . 000 6060 . 00 * 115 . 4% 5 - 0 303 . 00 <br /> A005 FLOATING TURBIDITY BARRIER 41.0 . 000 LF 20 . 0000 8200 . 00 . 000 . 00 1036 . 000 20720 . 00 * 752 . 7% 5 . 0 1 , 036 . 00 <br /> A006 STAKED TURBIDITY BARRIER 100 . 000 LF 10 . 0000 1000 . 00 . 000 . 00 757 . 000 7570 . 00 * 75 / . 0% 5 . 0 378 . 50 - <br /> A007 SII. F FENCE 22410 . 000 LF 2. / 600 61627 . 50 . 000 . 00 28910 . 000 /9502 . 50 * 129 . 0% 5 . 0 3 , 9 / 5 . 13 <br /> A008 FIELD OFFICE 400 . 000 DA 35 . 0000 14000 . 00 . 000 . 00 609 . 000 21315 . 00 * 152 . 3% 5 . 0 1 , 065 . 75 <br /> A009 CLEARING & GRUBBING 1 . 000 IS 462320 . 0000 462320 . 00 . 000 . 00 1 . 000 467320 . 00 100 . 0% ' 5 . 0 23 . 116 . 00 <br /> A010 REMOVAI- OF EXIST . STRUCTURE <br /> BRIDGE_ 1 . 000 LS 252000 . 0000 252000 . 00 . 000 . 00 1 . 000 252000 . 00 100 . 0% 5 . 0 12 , 600 . 00 <br /> A011 REMOVAL OF EXIST . PAVEMINI 30100 . 000 SY 2 . 0000 60200 . 00 . 000 . 00 30100 . 000 60200 . 00 100 . 0% 5 . 0 3 . 010 . 00 <br /> A012 EXCAVATION REGULAR 199873 . 000 CY . 5000 99936 . 50 . 000 . 00 179898 . 000 89949 . 00 90 . 0% 5 . 0 4 . 49 / . 45 <br /> A013 EXCAVA110N SUB - SOLI- 1198 / . 000 CY 3 . 0000 3596L 0U . 000 . 00 20066 . 000 60198 . 00 * 167 . 4% 5 . 0 3 . 009 . 90 <br /> A014 EMBANKMENT 75074 - 000 CY 5 . 0000 375370 . 00 . 000 . 00 75074 . 000 3753/0 . 00 100 . 0% 5 . 0 18 , 768 . 50 <br /> A015 EMBANKMFNT BRIDGE 620 . 000 CY 5 . 0000 3100 . 00 . 000 . 00 620 . 000 3100 . 00 100 . 0% 5 . 0 155 . 00 <br /> A016 EXCAVATION BRIDGE 48 . 000 CY 45 . 0000 2160 : 00 . 000 . 00 48 . 000 2100 . 00 100 . 0% 5 . 0 108 . 00 <br /> A017 TYPE B SIABILIZATION 8 " 1.4962 . 000 SY 5 . 5000 82291 . 00 . 000 . 00 8819 . 000 48504 . 50 58 . 9% 5 . 0 2 . 425 . 23 <br /> A018 TYPF B SIABIIIZAIION 12 , 83319 . 000 SY 5 . 5000 458254 . 50 . 000 . 00 79450 . 000 436975 . 00 95 . 4% 5 . 0 21 . 848 . <br />75 <br /> A019 FINISH SOIL LAYER 110381 . 000 SY . 5000 55190 . 50 . 000 . 00 97304 . 000 48652 . 00 88 . 2% 5 . 0 2 , 432 . 60 <br /> A020 10 " COQUINA BASF 72692 . 000 SY 15 . 4500 1123091 . 40 . 000 . 00 69813 . 000 1078610 . 85 96 . 0% 5 . 0 53 , 930 . 54 <br /> A021 4 ' ' COQUINA BASE 1369 . 000 SY 8 . 0000 109'52 . 00 . 000 . 00 1359 . 000 10872 . 00 99 . 3% 5 . 0 543 . 60 <br /> A022 TURNOUT CONSTRUCHON CONCRETE 735 . 000 SY 42 . 0000 30870 . 00 . 000 . 00 442 . 000 1.8564 . 00 60 . 1% 5 . 0 928 . 20 <br />