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ESTIMATE NO . 21R1 3/31 / 08 J . W . CHEAIHAM , LLC CONTRACT NO . 060015 1396 WESIPORT PIACF CLIENT N0 . 43340 10 - INDIAN RIVER COUNTY WEST PALM 8011 . . FL . 33413 INVOICE NO . 80067 1801 2 / IH SIRFFI VERO BEACH , FL 32960 PROJECT- CR 512 PHASE III & CR 510 RDWAY IMP . FOR PERIOD 3/01 / 08 TO 3/31 / 08 PROJECT NOS . 9611A & 0001 PAGE- 11 ITEM - - - O R I G I N A L E S I I M A l E - - - - - PERFORMED THIS PERIOD - - - COMPLETED TO DATE - - - - % REIN REIN NO . DESCRIPIION 01 ITEM QUANTITY U/M UNII COST V A L I1 E ND . OF UNITS V A L U F NO . OF UNITS V A I U E COMP , PCT . AMT . 11013 DEI ETE FIRE HYD ASSEMB 1 , 000 LA 4370 . 0000 43%0 . 00- . 000 . (III . 000 . 00 % 5 - 0 _ 00 H014 DFI .FTF FIRE HYD RLLOCAIION 4 . 000 EA 3920 . 0000 15680 . 00 . 000 . 00 . 000 . 00 % 5 . 0 . 00 11015 DELETE 8 " G . VALE WATER 1 . 000 - EA 1456 . 0000 1456 . 00 - . 000 , 00 . 000 . 00 % 5 . 0 . 00 II016 OELEIE 12 ' ' G . VALVE WA H R 5 . 000 EA 21.30 , 0000 10650 . 00 - . 000 . 00 . 000 . 00 % 5 . 0 . 00 1-1017 DELETE 20X8 WE TAP 3 . 000 EA 7280 . 0000 21840 . 00 . 000 . 00 . 000 . 00 % 5 . 0 . 00 SUBTOTAL 121 , 468 . 000R . 00 . 00 . 00 - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .. - -.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I000 CHANGE ORDER NO 4 SHOPPES OF SEBASTIAN . 000 . 0000 . 00 . 000 . 00 . 000 . 00 % 5 . 0 . 00 1001 MOBILIZATION 1 . 000 IS 8500 . 0000 8500 . 00 . 000 . 00 1. . 0(10 8500 . 00 1.00 . 0% b . 0 425 . 00 1002 MOT 1 . 000 IS 10690 . 0000 10690 . 00 . 000 . 00 1. . 000 10690 . 00 100 . 0% 5 . 0 534 . 50 1003 LAYOUT AND ASBUHIS 1 . 000 Is 5336 . 0000 5336 . 00 . 000 . 00 . 750 4002 . 00 75 . 0% 5 . 0 200 . 10 I004 CLEARING 1 . 000 Is 5500 . 0000 5500 . 00 . 000 . 00 1 . 000 5500 . 00 100 . 0% 5 . 0 275 . 00 I005 EXCAVAIION & SHOULDER REMOVAL 1 . 000 LS 10230 . 0000 10230 , 00 . 000 . 00 1 . 000 10230 . 00 100 . 0% 5 . 0 511 . 50 I006 EMBANKMENT 1900 . 000 CY 5 , 0000 9500 . 00 . 000 . 00 1900 . 000 9500 . 00 100 . 0% 5 . 0 475 . 00 I007 TYPE B SLAB . SUBGRADE 40 LBR 2325 . 000 SY 5 . 5000 12787 . 50 . 00U . 00 1641 . 000 9025 . 50 70 . 6% 5 . 0 451 . 28 I008 8 " BASEROCK 2240 . 000 SY 13 . 0000 29120 . 00 . 000 . 00 1641 . 000 21333 . 00 73 . 3% 5 . 0 1 , 066 . 65 1009 SP 9 . 5 SUPERPAVE 1 ' ' 2157 . 000 SY 4 . 5500 9814 . 35 , 000 . 00 1641 . 000 7466 . 55 76 . 1% 5 . 0 373 . 33 I010 SP 12 . 5 SUPLRPAVL 1 112 ' ' 2157 . 000 SY 6 . 2000 13373 . 40 . 000 . 00 1641 . 000 1.0114 . 20 76 . 1% 5 . 0 508 . 71 1011 4 " CONC . SIDEWALK 3108 . 000 SI: 4 . 0000 12432 . 00 . 000 . 00 3084 . 000 12336 . 00 99 . 2% 5 . 0 616 . 80 1012 II/C RAMPS 4 . 000 EA 500 . 0000 2000 . 00 . 000 . 00 . 000 . 00 % 5 . 0 , 00 1013 SOD BAHIA 2200 . 000 SY I , /5U0 3850 . 00 . 000 . 00 2000 , 000 3500 . 00 90 . 9% 5 . 0 175 ' 00 1014 TYPE C INLET 3 . 000 EA 2016 . 0000 6048 . 00 . 000 . 00 3 . 000 6048 . 00 100. 0% 5 . 0 302 . 40 1015 TYPE E INI..ET 1 . 000 EA 3025 . 00110 3025 . 00 . 000 . 00 1 - 000 3025 . 00 100 . 0% 5 . 0 151 . 25 1016 5X12 J 1NLE1 1 , 000 EA 1. 5430 . 0000 15430 . 00 . 000 . 00 1 . 000 15430 . 00 100 . 0% 5 . 0 711 . 50