PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/20/05 EST. NO.43 TIME 08:32 AM R.E. NAME: LEE, KEN 04-006064 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 1827 332.38 E.W. @ F.A.(+) 053105 Y 1726.0 1828 241.34 060805 Y 1742.0 1829 299.59 061505 Y 1746.0 1832 1,261.50 061005 Y 1743.0 1833 432.47 062005 Y 1749.0 1834 299.59 062105 Y 1750.0 1835 534.79 062205 Y 1751.0 1836 577.62 062305 Y 1752.0 1837 475.25 062405 Y 1753.0 1838 189.22 062705 Y 1754.0 1839 225.49 062305 Y 1755.0 1843 566.93 070705 Y 1762.0 1845 306.62 071105 Y 1764.0 1847 1,196.98 062905 Y 1766.0 1849 491.19 071905 Y 1808.0 1850 454.00 072005 Y 1809.0 1851 506.13 072105 Y 1810.0 1852 370.08 072605 Y 1811.0 1853 127.89 072805 Y 1812.0 1854 491.19 072505 Y 1813.0 1855 718.42 072705 Y 1814.0 1856 491.19 072205 Y 1815.0 1858 309.54 071405 Y 1817.0 1860 339.82 071805 Y 1819.0 002 0047 571.20 A.C. @ U.P.(+) 032005 Y 1758.0 0048 525.20 042405 Y 1759.0 0050 504.40 061905 Y 1761.0 0051 6.40 072405 Y 1805.0 0052 314.00 072405 Y 1800.0 0053 240.00 072405 Y 1801.0 0054 238.80 072405 Y 1802.0 0055 19.20 072405 Y 1804.0 004 0019 660.00 E.W. @ F.A.(+) 061305 Y 1822.0 027 0025 412.50 E.W. @ F.A.(+) 062305 Y 1821.0 062 0001 30,000.00 A.C. @ L.S.(+) 081905 N 0001 0 065 0004 84,514.15 E.W. @ L.S.(+) 081905 N 0001 0 067 0005 123.33 E.W. @ F.A.(+) 012704 N 1066.0 0006 123.33 012804 N 1067.0 0007 123.33 012904 N 1068.0 0008 131.66 020204 N 1069.0 0009 123.33 020304 N 1070.0 0010 585.91 020404 N 1071.0 0011 123.33 020504 N 1072.0 0012 123.33 020604 N 1073.0 0040 277.49 111803 N 1040.0 0041 395.59 111903 N 1041.0 0042 1,301.30 112103 N 1042.0 0043 281.53 112503 N 1043.0 0044 219.87 112603 N 1044.0 0045 123.33 120103 N 1045.0 0046 334.37 120203 N 1046.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 08/20/05 EST. NO.43 TIME 08:32 AM R.E. NAME: LEE, KEN 04-006064 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0047 222.92 120303 N 1047.0 0048 1,079.71 121603 N 1048.0 0049 1,480.02 121703 N 1049.0 0050 92.49 121903 N 1050.0 0051 1,378.80 122203 N 1051.0 0052 123.33 122203 N 1052.0 0053 537.64 122903 N 1053.0 0054 666.52 122903 N 1054.0 0055 123.33 123103 N 1055.0 0056 1,216.82 011404 N 1056.0 0057 546.80 011504 N 1057.0 0058 543.44 011604 N 1058.0 0059 609.01 011704 N 1059.0 0060 246.66 011904 N 1060.0 0061 522.89 012004 N 1061.0 0062 123.33 012104 N 1062.0 0064 123.33 012304 N 1064.0 0065 123.33 012604 N 1065.0 0066 274.84 111103 N 1035.0 0087 92.49 110703 N 1033.0 0090 1,834.94 012504 N 1097.0 0091 321.88 020904 N 1107.0 0092 123.33 021004 N 1108.0 0093 123.33 021704 N 1109.0 0094 174.11 021804 N 1110.0 0095 123.33 021904 N 1111.0 0096 185.00 022004 N 1112.0 0097 123.33 022404 N 1113.0 0098 15,504.50 101603 N 1117.0 0099 123.33 031104 N 1135.0 0100 445.23 031804 N 1137.0 0101 215.82 031904 N 1138.0 0102 123.33 032204 N 1139.0 0103 154.16 032304 N 1140.0 0104 166.95 032604 N 1141.0 0105 123.33 032904 N 1142.0 0106 222.92 033004 N 1143.0 0107 123.33 033104 N 1144.0 0108 556.53 031504 N 1136.0 0109 405.90 020204 N 1147.0 0110 531.51 021204 N 1148.0 0111 985.60 021704 N 1149.0 0112 531.51 022204 N 1150.0 0113 831.60 022404 N 1151.0 0114 137.20 031604 Y 1158.0 0115 129.87 040104 Y 1159.0 0116 129.87 040204 Y 1160.0 0117 246.95 040504 Y 1161.0 0118 403.38 040604 Y 1162.0 0119 129.87 040704 Y 1163.0 0120 129.87 041204 Y 1164.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 08/20/05 EST. NO.43 TIME 08:32 AM R.E. NAME: LEE, KEN 04-006064 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0121 121.03 041304 Y 1165.0 0122 129.87 041404 Y 1166.0 0123 371.25 041904 Y 1167.0 0124 225.67 042004 Y 1168.0 0125 246.95 042104 Y 1169.0 0126 259.74 042204 Y 1170.0 0127 831.60 032304 Y 1172.0 0128 2,618.00 033104 Y 1173.0 0129 405.90 032904 Y 1174.0 0132 10,866.35 042004 Y 1202.0 0139 234.16 042604 Y 1181.0 0140 234.16 042704 Y 1182.0 0141 468.31 042804 Y 1183.0 0142 307.10 031004 Y 1187.0 0143 245.67 041404 Y 1188.0 0144 475.99 042304 Y 1189.0 0145 948.64 021804 Y 1190.0 0146 405.90 030104 Y 1191.0 0147 2,618.00 030304 Y 1192.0 0148 531.51 031104 Y 1193.0 0149 1,355.20 031704 Y 1194.0 0154 1,299.10 041804 Y 1199.0 0155 2,618.00 020404 Y 1233.0 0156 892.70 042804 Y 1235.0 0157 1,299.10 032104 Y 1234.0 0158 345.48 051704 Y 1266.0 0164 157.98 062504 Y 1272.0 0166 494.39 060804 Y 1256.0 0167 234.16 060904 Y 1257.0 0168 129.87 062904 Y 1258.0 0169 129.87 063004 Y 1259.0 0170 129.87 070104 Y 1260.0 0171 356.03 070204 Y 1261.0 0173 132.75 071604 Y 1312.0 0174 99.57 071904 Y 1313.0 0175 132.75 072104 Y 1314.0 0176 132.75 072204 Y 1315.0 0177 473.44 072304 Y 1316.0 0179 3,320.06 083104 Y 1318.0 0180 99.57 071404 Y 1310.0 0181 99.57 070604 Y 1303.0 0182 99.57 070704 Y 1305.0 0183 66.38 070804 Y 1306.0 0184 132.75 070904 Y 1307.0 0185 132.75 071204 Y 1308.0 0186 99.57 071304 Y 1309.0 0187 132.75 071504 Y 1311.0 0188 892.70 042804 Y 1347.0 0189 234.16 050304 Y 1349.0 0190 169.55 050704 Y 1350.0 0191 129.87 051004 Y 1351.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 08/20/05 EST. NO.43 TIME 08:32 AM R.E. NAME: LEE, KEN 04-006064 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0192 129.87 051704 Y 1352.0 0193 299.10 060704 Y 1353.0 0194 132.75 072704 Y 1354.0 0195 99.57 072804 Y 1355.0 0196 132.75 072904 Y 1356.0 0197 132.75 073004 Y 1357.0 0198 132.75 080404 Y 1358.0 0199 132.75 080604 Y 1359.0 0200 239.92 081704 Y 1361.0 0201 132.75 081804 Y 1362.0 0202 132.75 081904 Y 1363.0 0203 132.75 082004 Y 1364.0 0204 132.75 082304 Y 1365.0 0205 132.75 082404 Y 1366.0 0206 132.75 082504 Y 1367.0 0207 132.75 082704 Y 1368.0 0208 132.75 083004 Y 1369.0 0209 132.75 083104 Y 1370.0 0210 132.75 090104 Y 1371.0 0211 132.75 090204 Y 1372.0 0212 132.75 090304 Y 1373.0 0213 128.75 091004 Y 1375.0 0214 128.75 090804 Y 1374.0 0217 239.92 081604 Y 1390.0 0219 8,983.15 102004 Y 1430.0 0220 3,260.40 102004 Y 1431.0 0222 359.88 072604 Y 1433.0 0223 99.57 080304 Y 1434.0 0224 691.89 100904 Y 1437.0 0226 1,286.86 091304 Y 1476.0 0227 131.15 091604 Y 1477.0 0228 131.15 091704 Y 1478.0 0229 128.75 092004 Y 1479.0 0230 131.15 092104 Y 1480.0 0231 942.87 100704 Y 1481.0 0232 394.97 070904 Y 1482.0 0234 500.59 111104 Y 1497.0 0235 244.32 110804 Y 1500.0 0236 458.49 110904 Y 1501.0 0237 128.75 090704 Y 1474.0 0238 128.75 091304 Y 1475.0 0239 131.15 091404 Y 1530.0 0240 655.89 091504 Y 1531.0 0241 131.15 092204 Y 1532.0 0243 924.99 102004 Y 1534.0 0244 924.99 102104 Y 1535.0 0245 132.75 081204 Y 1529.0 0246 132.75 080504 Y 1527.0 0247 132.75 081004 Y 1528.0 0248 2,390.02 101204 Y 1438.0 0249 1,253.76 101104 Y 1439.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 08/20/05 EST. NO.43 TIME 08:32 AM R.E. NAME: LEE, KEN 04-006064 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0250 229.26 101304 Y 1440.0 076 0014 157.24 E.W. @ F.A.(+) 022505 N 1797.0 0015 614.15 022405 N 1798.0 082 0018 2,111.43 E.W. @ F.A.(+) 082604 N 1788.0 083 0014 763.19 E.W. @ F.A.(+) 030505 N 1682.0 105 0008 118.67 E.W. @ F.A.(+) 051105 Y 1729.0 0009 135.64 051205 Y 1730.0 0010 2,011.47 051405 Y 1731.0 0011 217.57 051405 Y 1732.0 0013 189.24 050305 Y 1738.0 0016 514.33 042905 Y 1739.1 0017 4,650.23 041805 Y 1710.0 0018 6,963.49 041905 Y 1711.0 254,705.10 TOTAL THIS ESTIMATE 6,678,052.21 TOTAL PREVIOUS ESTIMATE 6,932,757.31 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/20/05 EST. NO.43 TIME 08:32 AM R.E. NAME: LEE, KEN 04-006064 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AS PER SP 10-1/50 -12,049.17 25 OUT OF STATE INSPECT -10,000.00 28 PILE MITIGATION DED -9,486.03 30 SWPPP VIOLATIONS -371,771.14 33 SWPPP VIOLATIONS 371,771.14 34 0.00 -31,535.20 LABOR COMPLIANCE VIOLATION INADEQUATEPAYROLLS -10,000.00 12 INADEQUATE PAYROLLS -10,000.00 14 INADEQUATE PAYROLLS -5,000.00 15 INADEQUATE PAYROLL 15,000.00 18 CONTRACTOR IS IN COM 10,000.00 24 0.00 0.00 TOTAL DEDUCTIONS 0.00 -31,535.20 PROGRAM CAS145 PAGE 1 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 08:32 AM ESTIMATE NO. 43 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 08/20/05 LOCATION PROGRESS ESTIMATE 04-SOL-680-L0.3/1.0 ----------------- 04-SOL-780-0.7/1.5 C.C, MYERS IN SOLANO AND CONTRA COSTA COUNTIES 2000 PARK RD IN BENICIA AND MARTINEZ ON ROUTES BENICIA CA 94510 680 AND 780 INTERCHANGE FED. AID NO. ACIM-680 -1(54)56N CONSTRUCT BRIDGE INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 10,000.0000 10,000.00 1.000 10,000.00 SYSTEM DATA DELIVERY 02 TIME-RELATED OVERHEAD WDAY 7,000.0000 4,760,000.00 18.000 126,000.00 836.000 5,852,000.00 03 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 1.000 15,000.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 13.0000 4,940.00 767.470 9,977.11 05 6.10 M TEMPORARY CHAIN LINK GATE EA 1,500.0000 1,500.00 1.000 1,500.00 06 NON-STORM WATER DISCHARGE LS 150,000.0000 150,000.00 1.000 150,000.00 07 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.800 12,000.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 1.000 100,000.00 09 TEMPORARY COVER M2 5.0000 30,000.00 8,333.000 41,665.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 650.0000 11,050.00 28.000 18,200.00 11 TEMPORARY FENCE (TYPE ESA) M 16.0000 4,800.00 92.000 1,472.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,200.0000 16,800.00 11.000 13,200.00 13 TEMPORARY ENTRANCE/EXIT EA 4,000.0000 60,000.00 14.000 56,000.00 14 TEMPORARY EROSION CONTROL M2 2.0000 100,000.00 241,817.440 483,634.88 15 TEMPORARY SILT FENCE M 13.0000 39,000.00 4,691.400 60,988.20 16 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.650 26,000.00 S) 17 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.8500 32,810.00 26,554.700 22,571.50 19 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,120.00 5.000 175.00 (LEFT IN PLACE) 20 TEMPORARY PAVEMENT MARKER EA 4.0000 8,440.00 1,231.000 4,924.00 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 1,000.0000 12,000.00 5.000 5,000.00 S) 22 TEMPORARY RAILING (TYPE K) M 25.0000 285,000.00 10,392.120 259,803.00 PROGRAM CAS145 PAGE 2 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 08:32 AM ESTIMATE NO. 43 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 175.0000 59,500.00 250.000 43,750.00 24 ABANDON CULVERT M 25.0000 5,500.00 199.000 4,975.00 25 ABANDON CORRUGATED STEEL PIPE EA 600.0000 600.00 1.000 600.00 26 ABANDON INLET EA 400.0000 2,000.00 5.000 2,000.00 27 ABANDON WATER PIPELINE EA 650.0000 2,600.00 4.000 2,600.00 28 ABANDON SEWER EA 1,000.0000 1,000.00 1.000 1,000.00 29 OBLITERATE SURFACING M2 3.5000 25,235.00 5,912.000 20,692.00 30 REMOVE CHAIN LINK FENCE M 26.0000 55,380.00 2,509.450 65,245.70 31 REMOVE METAL BEAM GUARD RAILING M 16.0000 19,360.00 1,192.810 19,084.96 32 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 23,200.00 4,717.380 9,434.76 33 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 3.0000 22,470.00 5,119.480 15,358.44 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.5000 18,875.00 2,633.700 6,584.25 35 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.2000 19,936.00 1,810.000 5,792.00 STRIPE 36 REMOVE PAVEMENT MARKER EA 1.2500 4,200.00 1,404.000 1,755.00 37 REMOVE ROADSIDE SIGN (WOOD POST) EA 85.0000 2,380.00 3.000 255.00 38 REMOVE ROADSIDE SIGN EA 50.0000 100.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 39 REMOVE SIGN STRUCTURE EA 2,500.0000 12,500.00 5.000 12,500.00 40 REMOVE ASPHALT CONCRETE M3 16.0000 8,480.00 414.000 6,624.00 41 REMOVE OVERSIDE DRAIN M 30.0000 4,200.00 136.000 4,080.00 42 REMOVE CULVERT M 33.0000 5,280.00 168.500 5,560.50 43 REMOVE PIPE (HORIZONTAL DRAIN) M 11.0000 9,130.00 782.500 8,607.50 44 CLEAN 700 MM DRAINAGE FACILITY EA 3,000.0000 3,000.00 1.000 3,000.00 45 CLEAN 450 MM DRAINAGE FACILITY EA 3,000.0000 3,000.00 1.000 3,000.00 46 STORM DRAIN VIDEO SURVEY EA 4,000.0000 8,000.00 1.000 4,000.00 47 REMOVE INLET EA 500.0000 5,500.00 8.000 4,000.00 48 REMOVE HEADWALL EA 400.0000 1,200.00 3.000 1,200.00 49 REMOVE SEWER MANHOLE EA 1,000.0000 1,000.00 1.000 1,000.00 PROGRAM CAS145 PAGE 3 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 08:32 AM ESTIMATE NO. 43 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE JUNCTION BOX EA 600.0000 600.00 1.000 600.00 51 REMOVE CONCRETE BOX EA 1,000.0000 1,000.00 1.000 1,000.00 52 RELOCATE HYDRANT EA 1,200.0000 1,200.00 1.000 1,200.00 S) 53 RELOCATE WATER METER EA 800.0000 800.00 1.000 800.00 S) 54 PLANE ASPHALT CONCRETE PAVEMENT M2 30.0000 2,910.00 352.000 10,560.00 S) (84 MM MAX) 55 PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 2,790.00 945.100 8,505.90 S) (99 MM MAX) 56 PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 5,850.00 2,125.000 19,125.00 S) (60 MM MAX) 57 REMOVE CONCRETE M3 20.0000 3,600.00 178.000 3,560.00 58 REMOVE CONCRETE BARRIER M 65.0000 70,850.00 1,081.000 70,265.00 59 CAP INLET EA 750.0000 5,250.00 7.000 5,250.00 60 CAP RISER EA 250.0000 250.00 1.000 250.00 61 REMOVE CRASH CUSHION (SAND FILLED) EA 750.0000 750.00 0.000 0.00 62 BRIDGE REMOVAL (PORTION), LOCATION A LS 5,000.0000 5,000.00 1.000 5,000.00 63 BRIDGE REMOVAL (PORTION), LOCATION B LS 5,000.0000 5,000.00 1.000 5,000.00 64 SALVAGE CRASH CUSHION EA 1,500.0000 1,500.00 0.000 0.00 65 CLEARING AND GRUBBING LS 135,000.0000 135,000.00 1.000 135,000.00 66 ROADWAY EXCAVATION M3 9.0000 2,043,000.00 280,583.410 2,525,250.69 67 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 93,375.00 3,034.390 75,859.75 F) 68 STRUCTURE EXCAVATION M3 65.0000 13,000.00 200.000 13,000.00 F) (TYPE D-LDR) 69 STRUCTURE EXCAVATION M3 350.0000 498,750.00 1,425.000 498,750.00 F) (TYPE D) (HAZARDOUS) 70 STRUCTURE EXCAVATION (TYPE D) M3 375.0000 555,000.00 1,480.000 555,000.00 F) 71 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 286,600.00 6,737.900 269,516.00 F) 72 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 99,925.00 1,430.700 50,074.50 F) 73 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 152,850.00 4,712.700 141,381.00 F) 74 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 13,000.00 303.500 12,140.00 F) WALL) 75 SAND BACKFILL M3 450.0000 22,950.00 27.900 12,555.00 76 DITCH EXCAVATION M3 14.0000 2,380.00 121.090 1,695.26 PROGRAM CAS145 PAGE 4 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 08:32 AM ESTIMATE NO. 43 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EARTH RETAINING STRUCTURE, LOCATION A M2 1,000.0000 600,000.00 597.000 597,000.00 F) 78 EARTH RETAINING STRUCTURE, LOCATION B M2 520.0000 161,200.00 310.000 161,200.00 F) 79 GEOSYNTHETIC REINFORCED EMBANKMENT M2 20.0000 4,600.00 230.000 4,600.00 80 IMPORT BORROW M3 45.0000 33,750.00 750.000 33,750.00 (GEOSYNTHETIC REINFORCED EMBANKMENT) 81 EROSION CONTROL (BLANKET) M2 3.0000 8,970.00 395.000 1,185.00 82 EROSION CONTROL (NETTING) M2 4.0000 22,760.00 0.000 0.00 83 STRAW (EROSION CONTROL) TONN 390.0000 18,720.00 34.110 13,302.90 84 FIBER (EROSION CONTROL) KG 0.9000 6,777.00 2,885.150 2,596.64 85 FIBER ROLLS M 9.0000 126,000.00 10,780.400 97,023.60 86 COLUMN DRAIN PROTECTION EA 300.0000 4,200.00 1.000 300.00 87 COMPOST (EROSION CONTROL) KG 0.6000 13,740.00 17,707.000 10,624.20 88 MOVE IN/MOVE OUT (EROSION CONTROL) EA 300.0000 2,100.00 9.000 2,700.00 89 MOVE IN/OUT EA 300.0000 1,500.00 6.000 1,800.00 (TEMPORARY EROSION CONTROL) 90 PURE LIVE SEED (TYPE 1) KG 50.0000 35,500.00 727.690 36,384.50 (EROSION CONTROL) 91 PURE LIVE SEED (TYPE 2) KG 70.0000 1,190.00 0.000 0.00 (EROSION CONTROL) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 3,690.00 1,287.400 1,931.10 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 4,200.00 855.140 2,137.85 94 CLASS 4 AGGREGATE SUBBASE M3 36.0000 453,600.00 11,856.390 426,830.04 95 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 1,900.00 19.000 1,900.00 96 CLASS 3 AGGREGATE BASE M3 34.0000 353,600.00 8,789.470 298,841.98 97 ASPHALT TREATED PERMEABLE BASE M3 106.0000 299,980.00 2,493.790 264,341.74 98 ASPHALT CONCRETE (TYPE A) TONN 47.0000 1,739,000.00 36,875.080 1,733,128.76 99 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 22,200.00 1,013.340 10,133.40 AREA) 00 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 12,160.00 1,744.000 6,976.00 01 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 3,480.00 575.500 2,302.00 02 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 500.00 0.000 0.00 03 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 4,920.00 550.700 2,202.80 PROGRAM CAS145 PAGE 5 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 08:32 AM ESTIMATE NO. 43 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 LIQUID ASPHALT, SC-70 (PRIME COAT) TONN 1.0000 60.00 0.000 0.00 05 ASPHALTIC EMULSION (PAINT BINDER) TONN 450.0000 1,530.00 0.000 0.00 06 FURNISH STEEL PILING (HP 250 X 85) M 40.0000 18,200.00 401.000 16,040.00 07 DRIVE STEEL PILE (HP 250 X 85) EA 1,200.0000 60,000.00 50.000 60,000.00 S) 08 INSTALL SEISMIC MONITORING CASING M 100.0000 4,500.00 0.000 0.00 S) 09 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 590,400.00 1,421.850 568,740.00 S) PILING 10 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 850.0000 310,250.00 262.810 223,388.50 (ROCK SOCKET) PILING 11 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 80,000.00 20.000 80,000.00 S) PILING 12 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 618,000.00 618.000 618,000.00 S) (ROCK SOCKET) PILING 13 1.83 M CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 1,568,000.00 980.000 1,568,000.00 S) PILING 14 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,100.0000 114,700.00 37.000 114,700.00 S) (ROCK SOCKET) PILING 15 3.05 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 181,500.00 63.000 207,900.00 PILING 16 3.05 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 48,000.00 21.000 42,000.00 S) (ROCK SOCKET) PILING 17 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 12,000.0000 300,000.00 29.000 348,000.00 PILING 18 3.66 M CAST-IN-DRILLED-HOLE CONCRETE M 7,500.0000 112,500.00 15.000 112,500.00 S) PILING 19 3.35 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 36,300.00 11.000 36,300.00 S) (ROCK SOCKET) PILING 20 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,800.0000 648,000.00 136.900 657,120.00 S) (ROCK SOCKET) PILING 21 2.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,700.0000 202,500.00 75.000 202,500.00 (ROCK SOCKET) PILING 22 1.83 M PERMANENT CASING M 1,800.0000 1,774,800.00 986.000 1,774,800.00 S) 23 3.05 M PERMANENT CASING M 5,000.0000 325,000.00 65.000 325,000.00 S) 24 3.66 M PERMANENT CASING M 7,700.0000 115,500.00 15.000 115,500.00 S) 25 PRESTRESSING LS 1500,000.0000 1,500,000.00 0.096 144,000.00 0.867 1,300,500.00 S) 26 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 816,550.00 2,325.810 814,033.50 F) 27 STRUCTURAL CONCRETE, BRIDGE M3 653.0000 8,903,655.00 464.500 303,318.50 13,343.040 8,713,005.12 F) 28 STRUCTURAL CONCRETE, RETAINING WALL M3 325.0000 512,200.00 1,376.700 447,427.50 F) 29 STRUCTURAL CONCRETE, APPROACH SLAB M3 525.0000 171,150.00 150.000 78,750.00 F) (TYPE N) 30 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 34,500.00 0.000 0.00 (TYPE R) PROGRAM CAS145 PAGE 6 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 08:32 AM ESTIMATE NO. 43 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CLASS 2 CONCRETE (HEADWALL) M3 2,200.0000 19,800.00 0.000 0.00 32 MINOR CONCRETE (MINOR STRUCTURE) M3 850.0000 233,750.00 257.430 218,815.50 F) 33 MINOR CONCRETE (PIPE COVER) M3 350.0000 1,750.00 4.700 1,645.00 34 MINOR CONCRETE (BACKFILL) M3 140.0000 2,660.00 65.000 9,100.00 35 SAND LIGHTWEIGHT CONCRETE M3 500.0000 4,200,000.00 -290.000 -145,000.00 7,455.290 3,727,645.00 F) 36 ARCHITECTURAL TEXTURE M2 50.0000 62,550.00 1,219.000 60,950.00 F) 37 DRILL AND BOND DOWEL M 80.0000 4,080.00 51.000 4,080.00 38 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,000.0000 32,000.00 8.000 32,000.00 S) GIRDER (15 M - 20 M) 39 ERECT PRECAST PRESTRESSED CONCRETE EA 1,200.0000 9,600.00 8.000 9,600.00 S) GIRDER 40 PTFE BEARING EA 2,000.0000 28,000.00 6.000 12,000.00 S) 41 NEOPRENE STRIP M2 40.0000 2,120.00 0.000 0.00 42 JOINT SEAL (TYPE B - MR 30 MM) M 85.0000 3,570.00 0.000 0.00 S) 43 JOINT SEAL (TYPE B - MR 50 MM) M 220.0000 8,140.00 37.000 8,140.00 S) 44 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 33,000.00 33.000 33,000.00 S) 45 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,200.0000 13,200.00 11.000 13,200.00 46 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,000.0000 96,000.00 22.000 44,000.00 S) 47 JOINT SEAL ASSEMBLY (MR 800 MM) M 3,500.0000 108,500.00 0.000 0.00 S) 48 JOINT SEAL ASSEMBLY (MR 980 MM) M 3,800.0000 68,400.00 0.000 0.00 S) 49 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 6,052,970.00 149,315.000 164,246.50 4,822,534.520 5,304,787.97 SF) 50 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 216,286.00 100,495.000 140,693.00 F) 51 WELDED HEADED BAR REINFORCING EA 7.0000 292,446.00 37,796.000 264,572.00 SF) 52 BAR REINFORCING STEEL (HEAD WALL) KG 5.0000 905.00 0.000 0.00 S) 53 ASPHALT MEMBRANE WATERPROOFING M2 75.0000 3,675.00 0.000 0.00 F) 54 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 270,276.00 64,407.000 386,442.00 55 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 45,046.00 64,407.000 64,407.00 S) 56 760 MM CAST-IN-DRILLED-HOLE M 1,300.0000 58,500.00 4.500 5,850.00 CONCRETE PILE (SIGN FOUNDATION) 57 920 MM CAST-IN-DRILLED-HOLE M 1,500.0000 25,500.00 75.500 113,250.00 CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 08:32 AM ESTIMATE NO. 43 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 METAL (RAIL MOUNTED SIGN) KG 15.0000 5,250.00 0.000 0.00 59 ROADSIDE SIGN - ONE POST EA 250.0000 1,750.00 5.000 1,250.00 60 ROADSIDE SIGN - TWO POST EA 550.0000 3,850.00 5.000 2,750.00 61 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 1,200.00 16.000 1,200.00 16.000 1,200.00 62 TIMBER RETAINING WALL EA 1,200.0000 1,200.00 0.000 0.00 63 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 140.0000 253,400.00 1,834.320 256,804.80 64 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 180.0000 63,000.00 306.705 55,206.90 65 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 200.0000 72,000.00 368.400 73,680.00 66 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 225.0000 6,750.00 19.600 4,410.00 67 750 MM ALTERNATIVE PIPE CULVERT M 260.0000 2,600.00 9.400 2,444.00 68 900 MM ALTERNATIVE PIPE CULVERT M 190.0000 2,660.00 27.000 5,130.00 69 1200 MM ALTERNATIVE PIPE CULVERT M 450.0000 22,500.00 59.000 26,550.00 70 600 MM PLASTIC PIPE INSERT M 275.0000 15,125.00 60.500 16,637.50 71 750 MM REINFORCED CONCRETE PIPE M 300.0000 900.00 0.000 0.00 72 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,600.0000 54,400.00 32.900 52,640.00 (CLASS II) 73 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,600.0000 72,000.00 43.700 69,920.00 (CLASS II) 74 ISOLATION CASING M 3,000.0000 129,000.00 43.000 129,000.00 S) 75 STEEL ISOLATION CASING KG 8.5000 450,500.00 53,000.000 450,500.00 76 1050 MM CORRUGATED STEEL PIPE M 320.0000 19,840.00 64.000 20,480.00 (3.51 MM THICK) 77 1950 MM CORRUGATED STEEL PIPE M 485.0000 8,245.00 17.000 8,245.00 (3.51 MM THICK) 78 300 MM BITUMINOUS COATED CORRUGATED M 170.0000 13,770.00 45.200 7,684.00 STEEL PIPE (1.63 MM THICK) 79 450 MM BITUMINOUS COATED CORRUGATED M 200.0000 42,800.00 173.100 34,620.00 STEEL PIPE (1.63 MM THICK) 80 600 MM BITUMINOUS COATED CORRUGATED M 290.0000 23,200.00 79.900 23,171.00 STEEL PIPE (1.63 MM THICK) 81 750 MM BITUMINOUS COATED CORRUGATED M 360.0000 18,000.00 45.000 16,200.00 STEEL PIPE (2.77 MM THICK) 82 450 MM SLOTTED CORRUGATED STEEL PIPE M 230.0000 34,960.00 121.600 27,968.00 (1.63 MM THICK) 83 150 MM PLASTIC PIPE M 75.0000 34,500.00 457.000 34,275.00 (HORIZONTAL DRAIN COLLECTOR SYSTEM) 84 80 MM PLASTIC PIPE (EDGE DRAIN) M 4.0000 11,360.00 1,951.800 7,807.20 PROGRAM CAS145 PAGE 8 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 08:32 AM ESTIMATE NO. 43 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 24,000.00 184.600 11,076.00 86 FURNISH AND INSTALL DRAIN PIPE M 10.0000 14,100.00 1,300.000 13,000.00 (HORIZONTAL DRAIN) 87 DRILL HOLE (HORIZONTAL DRAIN) M 60.0000 84,600.00 1,300.000 78,000.00 88 PERMEABLE MATERIAL (BLANKET) M3 55.0000 273,350.00 5,046.680 277,567.40 89 200 MM ALTERNATIVE PIPE UNDERDRAIN M 60.0000 147,600.00 2,081.500 124,890.00 90 300 MM ANCHOR ASSEMBLY EA 80.0000 240.00 0.000 0.00 91 450 MM ANCHOR ASSEMBLY EA 80.0000 720.00 3.000 240.00 92 600 MM ANCHOR ASSEMBLY EA 90.0000 270.00 0.000 0.00 93 900 MM BITUMINOUS COATED CORRUGATED M 525.0000 4,200.00 8.440 4,431.00 STEEL PIPE INLET (2.77 MM THICK) 94 300 MM WELDED STEEL PIPE RISER M 90.0000 810.00 8.600 774.00 (2.77 MM THICK) 95 750 MM WELDED STEEL PIPE (4.78 MM THICK) M 425.0000 340.00 0.800 340.00 96 450 MM ALTERNATIVE FLARED END SECTION EA 75.0000 75.00 0.000 0.00 97 600 MM MUELLER BUTTERFLY VALVE EA 4,100.0000 8,200.00 2.000 8,200.00 S) 98 300 MM MUELLER GATE VALVE EA 1,100.0000 2,200.00 2.000 2,200.00 S) 99 200 MM MUELLER GATE VALVE EA 600.0000 2,400.00 4.000 2,400.00 S) 00 150 MM MUELLER GATE VALVE EA 400.0000 800.00 2.000 800.00 S) 01 AIR RELEASE VALVE EA 1,000.0000 1,000.00 1.000 1,000.00 S) 02 BLOW-OFF ASSEMBLY EA 315.0000 315.00 1.000 315.00 S) 03 150 MM DUCTILE IRON WATER PIPE M 650.0000 6,500.00 18.000 11,700.00 S) 04 200 MM DUCTILE IRON WATER PIPE M 180.0000 63,000.00 346.000 62,280.00 S) 05 200 MM DUCTILE IRON SEWER PIPE M 200.0000 7,600.00 44.200 8,840.00 06 300 MM DUCTILE IRON WATER PIPE M 400.0000 6,400.00 20.000 8,000.00 S) 07 600 MM DUCTILE IRON WATER PIPE M 360.0000 43,200.00 116.000 41,760.00 S) 08 SEWER MANHOLE FRAME AND COVER EA 3,450.0000 3,450.00 2.000 6,900.00 S) 09 SEWER MANHOLE EA 3,200.0000 3,200.00 2.000 6,400.00 S) 10 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 110.0000 19,800.00 162.510 17,876.10 11 ROCK SLOPE PROTECTION M3 120.0000 1,560.00 0.900 108.00 (FACING, METHOD B) PROGRAM CAS145 PAGE 9 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 08:32 AM ESTIMATE NO. 43 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 ROCK SLOPE PROTECTION M3 100.0000 17,000.00 35.900 3,590.00 (BACKING NO. 2, METHOD B) 13 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 120.0000 36,000.00 84.400 10,128.00 14 CONCRETE (DITCH LINING) M3 400.0000 23,600.00 63.460 25,384.00 15 ROCK SLOPE PROTECTION FABRIC M2 2.5000 2,100.00 361.100 902.75 16 MINOR CONCRETE (MISCELLANEOUS M3 325.0000 12,350.00 37.880 12,311.00 CONSTRUCTION) 17 MISCELLANEOUS IRON AND STEEL KG 2.2000 46,420.00 16,942.000 37,272.40 S) 18 MISCELLANEOUS METAL KG 6.0000 60,000.00 10,000.000 60,000.00 SF)(RESTRAINER - PIPE TYPE) 19 MISCELLANEOUS METAL KG 9.0000 140,400.00 3,000.000 27,000.00 SF)(RESTRAINER - ROD TYPE) 20 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 229,500.00 19,129.000 114,774.00 SF) 21 BRIDGE DECK DRAINAGE SYSTEM KG 6.0000 258,600.00 1,300.000 7,800.00 33,299.778 199,798.67 S) 22 CHAIN LINK FENCE (TYPE CL-0.9, M 60.0000 4,440.00 0.000 0.00 S) VINYL-CLAD) 23 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 99,000.00 622.400 31,120.00 S) 24 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 2.000 2,000.00 25 DELINEATOR (CLASS 1) EA 35.0000 490.00 0.000 0.00 26 GUARD RAILING DELINEATOR EA 20.0000 740.00 16.000 320.00 27 CONCRETE BARRIER MARKER EA 40.0000 2,480.00 56.000 2,240.00 28 METAL BEAM GUARD RAILING (WOOD POST) M 50.0000 86,500.00 1,088.600 54,430.00 S) 29 CHAIN LINK RAILING M 90.0000 36,360.00 381.000 34,290.00 SF) 30 CONCRETE BARRIER (TYPE K) M 60.0000 100,200.00 1,116.100 66,966.00 31 CONCRETE BARRIER (TYPE 25) M 130.0000 316,940.00 2,167.000 281,710.00 F) 32 CONCRETE BARRIER (TYPE 25 MODIFIED) M 130.0000 183,820.00 0.000 0.00 F) 33 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 70.0000 21,700.00 310.000 21,700.00 S) 34 CABLE RAILING M 85.0000 2,465.00 0.000 0.00 SF) 35 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 20,700.00 6.000 13,800.00 S) 36 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 2,200.0000 13,200.00 3.000 6,600.00 S) 37 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,500.0000 4,500.00 1.000 1,500.00 S) 38 RETURN SECTION EA 100.0000 300.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 08:32 AM ESTIMATE NO. 43 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CRASH CUSHION, SAND FILLED EA 3,500.0000 24,500.00 3.000 10,500.00 S) 40 CONCRETE BARRIER (TYPE 60) M 175.0000 24,500.00 127.000 22,225.00 41 CONCRETE BARRIER (TYPE 60C) M 350.0000 112,000.00 331.200 115,920.00 42 CONCRETE BARRIER (TYPE 60D) M 90.0000 27,000.00 296.000 26,640.00 43 CONCRETE BARRIER M 125.0000 8,375.00 58.000 7,250.00 F) (TYPE 60D MODIFIED) 44 CONCRETE BARRIER (TYPE 60E) M 350.0000 7,000.00 20.000 7,000.00 45 THERMOPLASTIC PAVEMENT MARKING M2 55.0000 1,320.00 17.940 986.70 S) 46 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 20,880.00 6,433.000 7,719.60 S) 47 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 3,520.00 918.000 2,019.60 S) 48 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 2,142.00 1,144.000 1,944.80 S) (BROKEN 3.66 M - 0.92 M) 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 290.00 46.000 46.00 S) (BROKEN 5.18 M - 2.14 M) 50 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,880.00 650.000 1,300.00 S) 51 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,880.00 675.000 2,700.00 S) 52 LIGHTING AND SIGN ILLUMINATION LS 550,000.0000 550,000.00 0.607 333,850.00 S) 53 TRAFFIC OPERATIONS SYSTEM LS 175,000.0000 175,000.00 0.423 74,025.00 S) 54 CALL BOX SYSTEM LS 250,000.0000 250,000.00 0.297 74,250.00 S) 55 TRAFFIC OPERATIONS SYSTEM HUB LS 100,000.0000 100,000.00 0.903 90,300.00 S) 56 INTERCONNECTION BETWEEN PIER 3 LS 40,000.0000 40,000.00 0.410 16,400.00 S) AND NEW TOLL PLAZA 57 COMMUNICATION CONDUIT (BRIDGE) M 30.0000 21,900.00 0.000 0.00 SF) 58 PROGRAMMABLE LOGIC CONTROL CABINET EA 15,000.0000 60,000.00 0.000 0.00 S) 59 VIDEO TRANSMITTER DUPLEX DATA EA 3,200.0000 9,600.00 0.000 0.00 S) 60 FIBER OPTIC DATA MODEM EA 2,500.0000 12,500.00 0.000 0.00 S) 61 MICROWAVE VEHICLE DETECTION SYSTEM, EA 7,500.0000 15,000.00 2.000 15,000.00 S) WIRELESS 62 MICROWAVE VEHICLE DETECTION SYSTEM, EA 7,500.0000 45,000.00 6.000 45,000.00 S) HARD-WIRED 63 FIBER OPTIC CABLE TERMINATION EA 900.0000 5,400.00 0.000 0.00 S) 64 CAMERA UNIT EA 5,500.0000 16,500.00 0.000 0.00 S) 65 PAN & TILT UNIT EA 3,500.0000 10,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 11 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 08:32 AM ESTIMATE NO. 43 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 CAMERA CONTROL UNIT EA 3,500.0000 10,500.00 0.000 0.00 S) 67 SERVICE BOX EA 4,000.0000 24,000.00 0.000 0.00 S) 68 ELECTRICAL FACILITIES (GIRDER CONDUIT LS 1000,000.0000 1,000,000.00 -0.030 -30,000.00 0.921 921,000.00 S) LAYOUT-780, BENT 18 THRU 22) 69 ELECTRICAL FACILITIES (GIRDER CONDUIT LS 800,000.0000 800,000.00 0.000 0.00 S) LAYOUT-780, BENT 18 THRU 19) 70 ELECTRICAL FACILITIES (GIRDER CONDUIT LS 900,000.0000 900,000.00 0.000 0.00 S) LAYOUT-780, BENT 20 THRU 23) 71 ELECTRICAL FACILITIES (CONDUCTOR LS 300,000.0000 300,000.00 0.000 0.00 S) LAYOUT ABUTMENT 1 THRU PIER 5) 72 ELECTRICAL FACILITIES LS 350,000.0000 350,000.00 0.000 0.00 S) (CONDUCTOR LAYOUT PIER 5 THRU PIER 8) 73 ELECTRICAL FACILITIES (CONDUCTOR LS 320,000.0000 320,000.00 0.000 0.00 S) LAYOUT-680, PIER 8 THRU PIER 12) 74 ELECTRICAL FACILITIES (CONDUCTOR LS 180,000.0000 180,000.00 0.000 0.00 S) LAYOUT-680, PIER 12 THRU PIER 17) 75 ELECTRICAL FACILITIES (CONDUCTOR LS 220,000.0000 220,000.00 0.000 0.00 S) LAYOUT-680, PIER 17 THRU PIER 23) 76 ELECTRICAL FACILITIES (CONDUCTOR LS 60,000.0000 60,000.00 0.000 0.00 S) LAYOUT-780, PIER 17 THRU PIER 22) 77 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 25,000.0000 25,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 1 AND 2) 78 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 3 AND 4) 79 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 4 AND 5) 80 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 5 AND 6) 81 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 6) 82 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 6 AND 7) 83 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 25,000.0000 25,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 7 AND 8) 84 ELECTRICAL FACILITIES (GIRDER LIGHTING) LS 15,000.0000 15,000.00 0.000 0.00 S) 85 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 9 AND 10) 86 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 20,000.0000 20,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 10 AND 11) 87 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 12,000.0000 12,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 11 AND 12) 88 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 12 AND 13) 89 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 13 AND 14) 90 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 10,000.0000 10,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 14 AND 15) 91 ELECTRICAL FACILITIES (GIRDER LIGHTING LS 35,000.0000 35,000.00 0.000 0.00 S) AND RECEPTACLE LAYOUT SPAN 15,16 AND 17) 92 ELECTRICAL FACILITIES (680 BENT 18), LS 10,000.0000 10,000.00 0.000 0.00 S) BENT LIGHTING AND RECEPTACLE LAYOUT PROGRAM CAS145 PAGE 12 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 08:32 AM ESTIMATE NO. 43 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 ELECTRICAL FACILITIES (680 BENT 19), LS 80,000.0000 80,000.00 0.000 0.00 S) BENT LIGHTING AND RECEPTACLE LAYOUT 94 ELECTRICAL FACILITIES (680 BENT 20 AND LS 20,000.0000 20,000.00 0.000 0.00 S) 21)BENT LIGHTING AND RECEPTACLE LAYOUT 95 ELECTRICAL FACILITIES (680 BENT 21 AND LS 10,000.0000 10,000.00 0.000 0.00 S) 22) BENT LIGHTING AND RECEPTACLE LAYOUT 96 ELECTRICAL FACILITIES (780 BENT 18 AND LS 10,000.0000 10,000.00 0.000 0.00 S) 19) BENT LIGHTING AND RECEPTACLE LAYOUT 97 ELECTRICAL FACILITIES (780 BENT 20 AND LS 20,000.0000 20,000.00 0.000 0.00 S) 21) BENT LIGHTING AND RECEPTACLE LAYOUT 98 PIER STAIRWAY LIGHTING (PIER 6) LS 20,000.0000 20,000.00 0.000 0.00 S) 99 PIER STAIRWAY LIGHTING (PIER 7 THRU 9) LS 55,000.0000 55,000.00 0.000 0.00 S) 00 PIER STAIRWAY LIGHTING (PIER 10 THRU 12) LS 55,000.0000 55,000.00 0.000 0.00 S) 01 PIER STAIRWAY LIGHTING (PIER 13 THRU 15) LS 55,000.0000 55,000.00 0.000 0.00 S) 02 MARINE NAVIGATIONAL AIDS SYSTEM LS 375,000.0000 375,000.00 0.000 0.00 S) 03 NORTH APPROACH SUBSTATION LS 650,000.0000 650,000.00 0.947 615,550.00 S) 04 CABLE TRAY LAYOUT LS 350,000.0000 350,000.00 0.950 332,500.00 S) 05 PIER 3 SUBSTATION LS 350,000.0000 350,000.00 0.675 236,250.00 S) 06 NEW TOLL PLAZA SUBSTATION LS 175,000.0000 175,000.00 0.963 168,525.00 S) 07 SUPERVISOR CONTROL AND DATA ACQUISITION LS 250,000.0000 250,000.00 0.647 161,750.00 S) SYSTEM 08 SEISMIC MONITORING ELECTRICAL SYSTEM LS 250,000.0000 250,000.00 0.121 30,250.00 S) 09 BUILDING WORK LS 370,000.0000 370,000.00 0.702 259,740.00 S) 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 TEMPORARY SHORING LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 13 DATE 08/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-006064 TIME 08:32 AM ESTIMATE NO. 43 BID OPENING 11/14/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/05 R.E. NAME: LEE, KEN DATE OF THIS ESTIMATE 08/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 571,565.00 51,215,871.92 ADJUSTMENT OF COMPENSATION 32,419.20 2,695,880.09 EXTRA WORK 222,285.90 4,236,877.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 826,270.10 58,148,629.23 12 MOBILIZATION LS 6400,000.0000 6,400,000.00 1.000 6,400,000.00 ORIGINAL CONTRACT AMOUNT 64,416,704.00 TOTAL WORK COMPLETED 826,270.10 64,548,629.23 MATERIALS ON HAND ON SITE 258,764.30 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -31,535.20 TOTAL 826,270.10 64,775,858.33 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/08/02 680 01/23/02 01/23/02 08/31/06 836 56 135 0 93% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU DAYS PENDING ON CCO LEE, KEN RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 08/20/05