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 06/22/05 EST. NO.18 TIME 08:24 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 0272-1 -60.65 E.W. @ F.A.(+) 041305 Y 1047.0 DAO CORRECTING ENTRY 0273-1 -165.70 041305 Y 1048.0 DAO CORRECTING ENTRY 0287 180.38 050305 Y 1164.0 0289 253.85 050505 Y 1178.0 0290 444.16 051205 Y 1214.0 0291 142.08 051205 Y 1191.0 0292 242.24 050905 Y 1200.0 0293 1,035.81 050905 Y 1201.0 0296 242.24 051105 Y 1209.0 0297 419.03 051105 Y 1189.0 0298 427.52 051305 Y 1220.0 0301 335.99 051605 Y 1243.0 0302 374.27 051605 Y 1244.0 0305 162.91 052305 Y 1296.0 0307 162.91 052405 Y 1303.0 0309 313.91 051705 Y 1266.0 0310 215.86 051805 Y 1268.0 0313 71.58 051905 Y 1277.0 0316 404.44 121704 N 0755.0 0317 390.48 060305 Y 1329.0 0318 117.22 060205 Y 1337.0 0319 64.71 052605 Y 1339.0 002 0062 266.36 E.W. @ F.A.(+) 012605 Y 1234.0 003 0002-1 -10,576.33 E.W. @ F.A.(+) 062904 Y 0169.0 DAO CORRECTING ENTRY 0002-2 9,315.58 062904 Y 0169.0 DAO CORRECTING ENTRY 0004-1 -7,318.17 120204 Y 0623.0 DAO CORRECTING ENTRY 0004-2 3,309.48 120204 Y 0623.0 DAO CORRECTING ENTRY 0006 2,500.00 040705 Y 1120 0 004 0014 7,600.00 E.W. @ F.A.(+) 030205 Y 1224.0 0015 950.00 060205 Y 1345.0 0016 600.00 080404 Y 1346.0 006 0229-1 -2,671.36 E.W. @ F.A.(+) 050305 Y 1161.0 DAO CORRECTING ENTRY 0229-2 2,480.47 050305 Y 1161.0 DAO CORRECTING ENTRY 0235 29.22 051005 Y 1193.0 0236 439.62 050905 Y 1195.0 0238 150.74 051005 Y 1203.0 0239 248.31 032805 Y 0974.1 0242 86.59 052405 Y 1286.0 0243 379.92 052005 Y 1288.0 0244 202.22 051305 Y 1290.0 0246 335.16 052305 Y 1297.0 0247 12.57 052405 Y 1301.0 0248 368.67 052405 Y 1302.0 0249 67.04 051905 Y 1262.0 0250 134.06 051605 Y 1263.0 0251 100.55 051805 Y 1270.0 0252 392.89 051805 Y 1271.0 0252-1 -392.89 051805 Y 1271.0 DAO CORRECTING ENTRY 0252-2 196.45 051805 Y 1271.0 DAO CORRECTING ENTRY 0253 26.78 051905 Y 1279.0 0254 1,653.59 041105 Y 1254.0 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 06/22/05 EST. NO.18 TIME 08:24 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0255 70.96 051805 Y 1256.0 0256 145.84 051905 Y 1257.0 0257 699.35 052505 Y 1331.0 009 0086 3,762.76 E.W. @ F.A.(+) 041105 N 1011 0 0087 98.55 041205 N 1012 0 0088 3,328.75 041905 N 1070 0 0089 696.56 041505 N 1179 0 0090 5,215.68 042505 N 1180 0 0091 1,490.55 042605 N 1181 0 0093 593.13 050505 N 1183 0 0094 3,287.39 051005 N 1184 0 0095 1,288.89 051105 N 1185 0 0096 3,335.48 051105 N 1186 0 0098 3,722.24 051205 N 1188 0 0099 689.99 052605 N 1318 0 0100 1,427.64 052705 N 1319 0 0101 850.17 053105 N 1320 0 0102 3,180.72 060705 N 1321 0 0104 411.12 052305 N 1323 0 0105 1,173.98 060805 N 1322 0 011 0008-1 -179.08 E.W. @ F.A.(+) 052104 Y 0036.0 DAO CORRECTING ENTRY 0008-2 162.80 052104 Y 0036.0 DAO CORRECTING ENTRY 0009-1 -154.00 052804 Y 0037.0 DAO CORRECTING ENTRY 0009-2 140.00 052804 Y 0037.0 DAO CORRECTING ENTRY 0010-1 -185.20 051404 N 16 0 DAO CORRECTING ENTRY 0010-2 185.20 051404 N 16 0 DAO CORRECTING ENTRY 0011-1 -160.16 060404 Y 0046.0 DAO CORRECTING ENTRY 0011-2 145.60 060404 Y 0046.0 DAO CORRECTING ENTRY 0012-1 -248.16 061104 Y 0050.0 DAO CORRECTING ENTRY 0012-2 225.60 061104 Y 0050.0 DAO CORRECTING ENTRY 0013-1 -235.40 061804 Y 0059.0 DAO CORRECTING ENTRY 0013-2 214.00 061804 Y 0059.0 DAO CORRECTING ENTRY 0014-1 -278.52 062504 Y 0073.0 DAO CORRECTING ENTRY 0014-2 253.20 062504 Y 0073.0 DAO CORRECTING ENTRY 0015-1 -514.80 070204 Y 0091.0 DAO CORRECTING ENTRY 0015-2 468.00 070204 Y 0091.0 DAO CORRECTING ENTRY 0016-1 -462.88 070904 Y 0099.0 DAO CORRECTING ENTRY 0016-2 420.80 070904 Y 0099.0 DAO CORRECTING ENTRY 0017-1 -676.28 072404 Y 0132.0 DAO CORRECTING ENTRY 0017-2 676.28 072404 Y 0132.0 DAO CORRECTING ENTRY 0017-3 -676.28 072404 Y 0132.0 DAO CORRECTING ENTRY 0017-4 614.80 072404 Y 0132.0 DAO CORRECTING ENTRY 0018-1 -581.68 071604 Y 0133.0 DAO CORRECTING ENTRY 0018-2 528.80 071604 Y 0133.0 DAO CORRECTING ENTRY 0019-1 -614.68 073004 Y 0172.0 DAO CORRECTING ENTRY 0019-2 558.80 073004 Y 0172.0 DAO CORRECTING ENTRY 0020-1 -644.60 080604 Y 0173.0 DAO CORRECTING ENTRY 0020-2 586.00 080604 Y 0173.0 DAO CORRECTING ENTRY 0021-1 -616.88 081304 Y 0174.0 DAO CORRECTING ENTRY 0021-2 560.80 081304 Y 0174.0 DAO CORRECTING ENTRY 0022-1 -550.88 082004 Y 0182.0 DAO CORRECTING ENTRY 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 06/22/05 EST. NO.18 TIME 08:24 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0022-2 500.80 082004 Y 0182.0 DAO CORRECTING ENTRY 0023-1 -551.76 082704 Y 0189.0 DAO CORRECTING ENTRY 0023-2 501.60 082704 Y 0189.0 DAO CORRECTING ENTRY 0024-1 -413.60 090304 Y 0222.0 DAO CORRECTING ENTRY 0024-2 376.00 090304 Y 0222.0 DAO CORRECTING ENTRY 0025-1 -318.12 091004 Y 0227.0 DAO CORRECTING ENTRY 0025-2 289.20 091004 Y 0227.0 DAO CORRECTING ENTRY 0026-1 -376.20 091704 Y 0264.0 DAO CORRECTING ENTRY 0026-2 342.00 091704 Y 0264.0 DAO CORRECTING ENTRY 0027-1 -419.32 092404 Y 0265.0 DAO CORRECTING ENTRY 0027-2 381.20 092404 Y 0265.0 DAO CORRECTING ENTRY 0028-1 -465.96 100104 Y 0289.0 DAO CORRECTING ENTRY 0028-2 423.60 100104 Y 0289.0 DAO CORRECTING ENTRY 0029-1 -459.80 100804 Y 0303.0 DAO CORRECTING ENTRY 0029-2 418.00 100804 Y 0303.0 DAO CORRECTING ENTRY 0030-1 -611.60 101504 Y 0346.0 DAO CORRECTING ENTRY 0030-2 556.00 101504 Y 0346.0 DAO CORRECTING ENTRY 0031-1 -351.12 102204 Y 0377.0 DAO CORRECTING ENTRY 0031-2 319.20 102204 Y 0377.0 DAO CORRECTING ENTRY 0032-1 -483.12 102904 Y 0385.0 DAO CORRECTING ENTRY 0032-2 439.20 102904 Y 0385.0 DAO CORRECTING ENTRY 0033-1 -611.60 101504 Y 0397.0 DAO CORRECTING ENTRY 0033-2 556.00 101504 Y 0397.0 DAO CORRECTING ENTRY 0034-1 -854.15 110504 Y 0409.0 DAO CORRECTING ENTRY 0034-2 776.50 110504 Y 0409.0 DAO CORRECTING ENTRY 0035-1 -537.24 111204 Y 0458.0 DAO CORRECTING ENTRY 0035-2 488.40 111204 Y 0458.0 DAO CORRECTING ENTRY 0036-1 -324.94 111204 Y 0510.0 DAO CORRECTING ENTRY 0036-2 295.40 111204 Y 0510.0 DAO CORRECTING ENTRY 0037-1 -204.60 112604 Y 0512.0 DAO CORRECTING ENTRY 0037-2 186.00 112604 Y 0512.0 DAO CORRECTING ENTRY 0038-1 -360.80 120304 Y 0520.0 DAO CORRECTING ENTRY 0038-2 328.00 120304 Y 0520.0 DAO CORRECTING ENTRY 0039-1 -275.44 121704 Y 0624.0 DAO CORRECTING ENTRY 0039-2 250.40 121704 Y 0624.0 DAO CORRECTING ENTRY 0040-1 -222.64 122404 Y 0646.0 DAO CORRECTING ENTRY 0040-2 202.40 122404 Y 0646.0 DAO CORRECTING ENTRY 0041-1 -105.60 123104 Y 0669.0 DAO CORRECTING ENTRY 0041-2 96.00 123104 Y 0669.0 DAO CORRECTING ENTRY 0042-1 -100.76 010705 Y 0668.0 DAO CORRECTING ENTRY 0042-2 91.60 010705 Y 0668.0 DAO CORRECTING ENTRY 0043-1 -191.84 011405 Y 0690.0 DAO CORRECTING ENTRY 0043-2 174.40 011405 Y 0690.0 DAO CORRECTING ENTRY 0044-1 -211.20 012105 Y 0713.0 DAO CORRECTING ENTRY 0044-2 192.00 012105 Y 0713.0 DAO CORRECTING ENTRY 0045-1 -319.88 012805 Y 0746.0 DAO CORRECTING ENTRY 0045-2 290.80 012805 Y 0746.0 DAO CORRECTING ENTRY 0046-1 -213.84 020405 Y 0786.0 DAO CORRECTING ENTRY 0046-2 194.40 020405 Y 0786.0 DAO CORRECTING ENTRY 0047-1 -63.80 021805 Y 0820.0 DAO CORRECTING ENTRY 0047-2 58.00 021805 Y 0820.0 DAO CORRECTING ENTRY 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 06/22/05 EST. NO.18 TIME 08:24 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0048-1 -42.24 022505 Y 0840.0 DAO CORRECTING ENTRY 0048-2 38.40 022505 Y 0840.0 DAO CORRECTING ENTRY 0049-1 -91.52 030405 Y 0842.0 DAO CORRECTING ENTRY 0049-2 83.20 030405 Y 0842.0 DAO CORRECTING ENTRY 0050-1 -174.68 031105 Y 0895.0 DAO CORRECTING ENTRY 0050-2 158.80 031105 Y 0895.0 DAO CORRECTING ENTRY 0051-1 -188.76 031805 Y 0922.0 DAO CORRECTING ENTRY 0051-2 171.60 031805 Y 0922.0 DAO CORRECTING ENTRY 0052-1 -191.40 032505 Y 0969.0 DAO CORRECTING ENTRY 0052-2 174.00 032505 Y 0969.0 DAO CORRECTING ENTRY 0053-1 -282.48 040105 Y 0970.0 DAO CORRECTING ENTRY 0053-2 256.80 040105 Y 0970.0 DAO CORRECTING ENTRY 0054-1 -257.40 040805 Y 1005.0 DAO CORRECTING ENTRY 0054-2 234.00 040805 Y 1005.0 DAO CORRECTING ENTRY 0055-1 -271.48 041505 Y 1046.0 DAO CORRECTING ENTRY 0055-2 246.80 041505 Y 1046.0 DAO CORRECTING ENTRY 0056-1 -272.36 042205 Y 1106.0 DAO CORRECTING ENTRY 0056-2 247.60 042205 Y 1106.0 DAO CORRECTING ENTRY 0057-1 -287.32 042905 Y 1123.0 DAO CORRECTING ENTRY 0057-2 261.20 042905 Y 1123.0 DAO CORRECTING ENTRY 0059 294.80 051305 Y 1217.0 0060 229.20 052005 Y 1236.0 0061 267.60 052705 Y 1308.0 0062 198.80 060305 Y 1340.0 013 0016 1,005.32 E.W. @ F.A.(+) 050205 N 1227.0 0017 2,476.24 033005 N 1229.0 0018 1,285.83 033105 N 1230.0 0019 4,065.49 042205 N 1246.0 0021 1,005.32 050305 N 1249.0 014 0093 126.02 E.W. @ F.A.(+) 052005 Y 1281.0 0094 1,049.83 042505 N 1225.0 0095 1,005.32 042905 N 1226.0 0096 1,005.32 042705 N 1228.0 0097 567.32 031505 N 1231.0 0098 1,005.32 042605 N 1245.0 0099 1,200.91 050505 N 1247.0 0100 1,025.09 042205 N 1250.0 0102 354.93 031505 Y 914.10 019 0018 64.28 E.W. @ F.A.(+) 060105 Y 1344.0 022 0038 239.45 E.W. @ F.A.(+) 012405 Y 742.10 0039 107.27 060105 Y 1335.0 0040 390.48 060305 Y 1338.0 024 0013 483.00 E.W. @ F.A.(+) 021105 Y 1255.0 025 0013 20,197.45 E.W. @ F.A.(+) 010105 Y 1235.0 0014 393,160.71 A.C. @ L.S.(+) 061305 N 0001 0 027 0045 135.68 E.W. @ F.A.(+) 051205 Y 1215.0 0046 170.87 051005 Y 1190.0 0047 73.70 032305 Y 0984.1 0048 73.70 032405 Y 0986.1 0049 211.20 040805 Y 0993.1 0050 69.17 051305 Y 1232.0 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 06/22/05 EST. NO.18 TIME 08:24 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0051 85.44 051605 Y 1237.0 0052 437.30 052405 Y 1300.0 0054 261.94 051305 Y 1232.1 0055 178.79 052305 Y 1328.0 0056 774.96 060105 Y 1336.0 031 0066 263.99 E.W. @ F.A.(+) 050905 Y 1194.0 0067 578.38 052305 Y 1287.0 032 0052 509.66 E.W. @ F.A.(+) 042605 Y 1112.1 0054 71.66 052305 Y 1294.0 0055 241.41 052005 Y 1260.0 0056 291.31 051805 Y 1267.0 0057 233.51 051905 Y 1274.0 0058 1,029.52 051805 Y 1258.0 037 0008-1 -354.93 E.W. @ F.A.(+) 031505 Y 0914.0 DAO CORRECTING ENTRY 0012 897.12 051005 Y 1205.0 0013 3,744.21 020305 Y 0798.1 0014 510.29 020905 Y 0848.1 0016 2,379.09 051605 Y 1240.0 0017 7,154.50 051705 Y 1264.0 046 0060 729.01 E.W. @ F.A.(+) 051205 Y 1216.0 0061 1,411.62 051005 Y 1199.0 0062 1,452.48 050905 Y 1202.0 0063 205.05 051105 Y 1210.0 0064 1,065.90 041405 Y 1056.1 0066 392.23 042605 Y 1110.1 0067 975.05 051105 Y 1222.0 0071 1,471.58 051605 Y 1242.0 0073 749.99 051805 Y 1261.0 0075 1,486.60 051905 Y 1275.0 0077 245.62 050605 Y 1332.0 0078 189.62 052705 Y 1333.0 0079 1,102.06 041905 Y 1081.1 0080 211.96 042905 Y 1148.1 0081 75.48 051805 Y 1261.1 0082 1,382.46 012505 Y 819.10 0083 1,177.52 012505 Y 819.20 047 0002-1 -1,382.46 E.W. @ F.A.(+) 012505 Y 0819.0 DAO CORRECTING ENTRY 0013-1 -1,177.52 012505 Y 0819.1 DAO CORRECTING ENTRY 0017 140.80 031505 Y 0929.1 059 0008 444.13 E.W. @ F.A.(+) 030805 Y 0898.1 079 0009 172.37 E.W. @ F.A.(+) 051705 Y 1265.0 082 0007 3,950.29 E.W. @ F.A.(+) 051205 Y 1196.0 0008 618.72 051005 Y 1206.0 0009 569.62 051105 Y 1211.0 0010 1,173.67 051305 Y 1219.0 0011 778.54 050505 Y 1326.0 083 0003 1,621.76 E.W. @ F.A.(+) 050505 Y 1171.1 086 0001 279.33 E.W. @ F.A.(+) 050905 Y 1289.0 115 0001 130,609.58 A.C. @ L.S.(+) 061505 N 0001 0 122 0001 626.97 E.W. @ F.A.(+) 052405 Y 1285.0 129 0001 2,081.32 E.W. @ F.A.(+) 052605 Y 1306.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 6 DATE 06/22/05 EST. NO.18 TIME 08:24 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0002 509.83 060205 Y 1348.0 0003 760.54 060305 Y 1349.0 0004 3,589.23 053105 Y 1325.0 130 0001 415.75 E.W. @ F.A.(+) 051605 Y 1238.0 0002 415.75 051705 Y 1239.0 0003 497.27 052005 Y 1309.0 0005 133.86 051305 Y 1311.0 0006 126.02 051205 Y 1312.0 664,698.01 TOTAL THIS ESTIMATE 5,617,489.49 TOTAL PREVIOUS ESTIMATE 6,282,187.50 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 06/22/05 EST. NO.18 TIME 08:24 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED GRADATION -309.60 03 CONC NON-COMPLIANCE -28,270.36 04 CIDH PILES FOR BENTS -30,000.00 05 BENT 2 & 11 CONCRETE -17,221.99 06 BENT 9 CIDH CONCRETE -2,369.60 06 CONC. NON-COMPLIANCE 28,270.36 06 AC @ RIVERCREST -4,518.53 07 BENT 10 & 11 @ NWC C -40,672.42 07 BENT 2 @ CCD CONCRET -16,024.45 07 BENT 10 & 11 NWC C 40,672.42 08 BENT 10 PILE -24,309.56 08 BENT 11 @ NWC -16,362.86 08 BENT 11 ANOMALY PE 5 25,000.00 08 BENT 2 @ CCD CONCRET 16,024.45 08 BENT 12 ANOMALY -5,175.60 09 BENT 7 NW CONN CIDH -4,656.00 10 BENT 8 NW CONN CIDH -10,658.00 10 BENT 4 CIDH ANOMALIE -35,943.69 11 FAILED AGGREGATES -941.04 11 MISSING CONC CERTS -35,234.00 11 BENT 15 NWC CIDH ANO -16,578.80 12 BENT 17 NWC FAIL AG -1,152.00 12 BENT #16 NWC CIDH AN -53,724.07 14 BENT 17 NWC OF AGGRE -769.04 16 BENT 25 NWC OF AGGRE -1,879.20 16 MISSING CONC CERTS 35,234.00 16 SWPPP VIOLATION -1,255,718.19 16 SWPPP VIOLATION 1,255,718.19 17 CONC. ROCK POCKETS -40,120.00 18 -40,120.00 -241,689.58 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 02 MISSING PAYROLL -10,000.00 03 MISSING DOCUMENTS 10,000.00 06 MISSING PAYROLL 10,000.00 06 MISSING DOCUMENTS -5,000.00 12 MISSING DOCUMENTS -5,000.00 16 0.00 -10,000.00 TOTAL DEDUCTIONS -40,120.00 -251,689.58 PROGRAM CAS145 PAGE 1 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 LOCATION PROGRESS ESTIMATE 08-RIV-215-R37.7/43.9 ----------------- 08-RIV-91-20.3/21.6 WASHINGTON/OBAYASHI IN RIVERSIDE COUNTY IN RIVERSIDE 08-RIV-60-11.5/13.7 P.O. BOX 600 AND MORENO VALLEY AT VARIOUS HIGHLAND, CA 92346 LOCATIONS FED. AID NO. ACNH-215 -1(219)92N,I-215 -1(219)92N,ACNH-X065(80)N WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CHANGEABLE MESSAGE SIGN SYSTEM LS 110,000.0000 110,000.00 0.000 0.00 02 COMMUNICATIONS HUB ASSEMBLY LS 255,000.0000 255,000.00 0.000 0.00 03 MICROWAVE WIRELESS DETECTION SENSOR EA 15,000.0000 90,000.00 0.000 0.00 SYSTEM 04 COMMUNICATION HUB STRUCTURE LS 30,000.0000 30,000.00 0.000 0.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.028 22,400.00 0.056 44,800.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.050 1,000.00 0.550 11,000.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 20.000 138,000.00 301.000 2,076,900.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 638.970 15,974.25 4,415.770 110,394.25 09 TEMPORARY FENCE (TYPE ESA) M 75.0000 132,000.00 0.000 0.00 10 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 500,000.0000 500,000.00 0.028 14,000.00 0.420 210,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.635 63,500.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.010 10,000.00 0.650 650,000.00 S) 14 TYPE II BARRICADE EA 35.0000 3,255.00 40.000 1,400.00 S) 15 TYPE III BARRICADE EA 65.0000 3,705.00 86.000 5,590.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 17.710 531.30 216.530 6,495.90 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 4,993.560 3,245.81 84,213.750 54,738.94 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 20.000 560.00 702.000 19,656.00 S) 19 FLASHING BEACON (PORTABLE) EA 1,200.0000 9,600.00 2.000 2,400.00 S) 20 TEMPORARY PAVEMENT MARKER EA 3.5000 140,700.00 762.000 2,667.00 25,224.000 88,284.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 66,000.00 6.200 37,200.00 S) 22 TEMPORARY RAILING (TYPE K) M 24.0000 1,660,800.00 1,484.850 35,636.40 29,878.450 717,082.80 S) PROGRAM CAS145 PAGE 2 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 140.0000 201,600.00 59.000 8,260.00 754.000 105,560.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 963.400 2,601.18 15,542.880 41,965.78 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 1.000 1,000.00 5.000 5,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 8.090 234.61 429.790 12,463.91 27 OBLITERATE SURFACING M2 1.3000 176,800.00 12,932.440 16,812.17 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 722.300 12,279.10 7,573.150 128,743.55 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 98.300 2,162.60 5,595.360 123,097.92 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 808.500 1,212.75 39,202.550 58,803.83 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 75.000 150.00 13,552.700 27,105.40 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 15,784.510 23,676.77 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 15.500 465.00 235.230 7,056.90 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 21,385.000 21,385.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 1.000 100.00 36.000 3,600.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 27.000 81,000.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 0.000 0.00 39 REMOVE PIPE M 70.0000 243,600.00 4.870 340.90 710.020 49,701.40 40 REMOVE INLET EA 540.0000 64,800.00 1.000 540.00 25.000 13,500.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 1.000 540.00 25.000 13,500.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 1.000 700.00 12.000 8,400.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 858.690 19,749.87 44 REMOVE CONCRETE DECK SURFACE M2 25.0000 2,125.00 0.000 0.00 45 REMOVE DELINEATOR EA 15.0000 1,500.00 0.000 0.00 46 SALVAGE FENCE (CHAIN LINK) M 20.0000 128,000.00 530.000 10,600.00 47 SALVAGE METAL BEAM GUARD RAILING M 25.0000 22,250.00 388.320 9,708.00 48 RECONSTRUCT CHAIN LINK FENCE M 40.0000 6,800.00 0.000 0.00 49 RESET MARKER EA 40.0000 560.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET ROADSIDE SIGN EA 150.0000 25,500.00 3.000 450.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 18.500 4,625.00 52 ADJUST PIPE INLET TO GRADE EA 1,000.0000 2,000.00 0.000 0.00 53 MODIFY INLET EA 1,000.0000 3,000.00 0.000 0.00 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 119,200.00 11,399.170 18,238.67 S) (45 MM MAXIMUM) 55 REMOVE CONCRETE (CHANNEL) M3 75.0000 84,000.00 148.120 11,109.00 422.790 31,709.25 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 197.000 6,895.00 1,564.800 54,768.00 57 PREPARE CONCRETE BRIDGE DECK SURFACE M2 40.0000 1,720.00 0.000 0.00 58 CLEAN BRIDGE DECK M2 3.0000 32,280.00 0.000 0.00 59 REMOVE CONCRETE STAIRWAY LS 1,000.0000 1,000.00 1.000 1,000.00 60 REMOVE CONCRETE (MISCELLANEOUS) M3 50.0000 58,000.00 85.860 4,293.00 1,110.690 55,534.50 61 REMOVE SOUND WALL M2 20.0000 78,200.00 1,083.400 21,668.00 1,103.910 22,078.20 62 CAP INLET EA 500.0000 22,500.00 2.000 1,000.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 9.000 1,350.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.388 252,200.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.000 0.00 66 PUMP STATION REMOVAL LS 18,000.0000 18,000.00 0.500 9,000.00 67 CLEARING AND GRUBBING LS 170,000.0000 170,000.00 1.000 170,000.00 68 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.020 2,000.00 0.794 79,400.00 69 BINDER (DUST PALLIATIVE) TONN 2,650.0000 132,500.00 0.000 0.00 70 ROADWAY EXCAVATION M3 12.0900 8,487,180.00 18,052.880 218,259.32 182,235.160 2,203,223.08 71 LEAD COMPLIANCE PLAN LS 30,000.0000 30,000.00 0.750 22,500.00 72 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 2,392,500.00 656.000 49,200.00 11,737.000 880,275.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 15.0000 9,750.00 0.000 0.00 F) 74 STRUCTURE EXCAVATION (PUMPING PLANT) M3 45.0000 47,700.00 1,060.000 47,700.00 F) 75 STRUCTURE BACKFILL (PUMPING PLANT) M3 40.0000 22,400.00 504.000 20,160.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 2,268,090.00 800.700 24,021.00 31,907.200 957,216.00 F) PROGRAM CAS145 PAGE 4 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 1,090,000.00 214.000 10,700.00 3,808.000 190,400.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 938.000 32,830.00 14,064.600 492,261.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 15.100 528.50 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 2.290 160.30 149.760 10,483.20 81 DITCH EXCAVATION M3 20.0000 50,000.00 158.150 3,163.00 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 1,054.000 279,310.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 867.000 39,882.00 12,996.000 597,816.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 2,568.100 25.68 85 HIGHWAY PLANTING LS 220,000.0000 220,000.00 0.107 23,540.00 0.107 23,540.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 0.000 0.00 S) 87 INTERLOCKING PAVERS M2 75.0000 40,500.00 0.000 0.00 S) 88 EROSION CONTROL (BLANKET) M2 4.0000 20,800.00 0.000 0.00 89 STRAW (EROSION CONTROL) TONN 370.0000 118,400.00 0.000 0.00 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 0.000 0.00 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 0.000 0.00 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 0.000 0.00 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 0.000 0.00 S) 94 TRANSPLANT PALM TREE EA 1,850.0000 33,300.00 0.000 0.00 95 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.003 570.00 0.051 9,690.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 15.000 2,250.00 234.000 35,100.00 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 58.860 5,003.10 278.860 23,703.10 S) (1.63 MM THICK) 99 300 MM WELDED STEEL PIPE CONDUIT M 155.0000 24,800.00 0.000 0.00 S) (6.35 MM THICK) 00 EXTEND 300 MM CONDUIT M 220.0000 7,700.00 0.000 0.00 S) 01 MAINTENANCE VEHICLE PULLOUT EA 3,500.0000 112,000.00 0.000 0.00 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 302.110 9,667.52 4,806.080 153,794.56 PROGRAM CAS145 PAGE 5 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 2 AGGREGATE BASE M3 40.0000 2,912,000.00 987.420 39,496.80 9,848.660 393,946.40 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 0.000 0.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 802.790 107,573.86 860.610 115,321.74 07 ASPHALT TREATED PERMEABLE BASE M3 105.0000 57,750.00 578.930 60,787.65 08 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 375.0000 4,125.00 0.000 0.00 09 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 75.0000 96,000.00 0.000 0.00 10 ASPHALT CONCRETE (TYPE B) TONN 50.0000 20,000.00 18.620 931.00 11 ASPHALT CONCRETE (TYPE A) TONN 44.5000 9,033,500.00 2,123.940 94,515.33 26,464.440 1,177,667.58 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 267.150 5,877.30 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 0.000 0.00 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 0.000 0.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 470.260 88,879.14 578.440 109,325.16 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 0.000 0.00 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 0.000 0.00 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 0.000 0.00 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 80.000 800.00 S) PAVEMENT 22 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 310.0000 230,020.00 525.270 162,833.70 S) PILING 23 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 475.0000 539,125.00 1,103.600 524,210.00 S) PILING 24 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,440.0000 197,640.00 0.000 0.00 S) PILING 25 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 5,380,000.00 101.640 508,200.00 917.620 4,588,100.00 S) PILING 26 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,960.0000 425,320.00 0.000 0.00 S) PILING 27 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 207,200.00 0.000 0.00 S) PILING 28 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 189,000.00 33.620 141,204.00 33.620 141,204.00 S) PILING 29 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,180.0000 825,700.00 132.440 950,919.20 S) PILING 30 FURNISH PILING (CLASS 625) M 63.0000 109,494.00 0.000 0.00 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRIVE PILE (CLASS 625) EA 1,500.0000 195,000.00 0.000 0.00 S) (ALTERNATIVE X) 32 FURNISH PILING (CLASS 625) M 105.0000 124,425.00 0.000 0.00 (ALTERNATIVE V) 33 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,500.0000 136,500.00 0.000 0.00 S) 34 300 MM CAST-IN-DRILLED-HOLE CONCRETE M 275.0000 33,000.00 0.000 0.00 S) PILING (SOUND WALL) 35 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 484,000.00 3,048.595 335,345.45 S) PILING (SOUND WALL) 36 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 315.0000 66,150.00 0.000 0.00 S) PILING (TYPE 5 MODIFIED) 37 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2000,000.0000 2,000,000.00 0.019 38,000.00 0.083 166,000.00 S) 38 TIEBACK ANCHOR EA 2,600.0000 566,800.00 26.600 69,160.00 155.000 403,000.00 S) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 175.0000 885,500.00 33.000 5,775.00 1,551.800 271,565.00 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 339.000 150,855.00 8,986.000 3,998,770.00 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 570.000 193,800.00 6,073.900 2,065,126.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 3.000 2,100.00 194.000 135,800.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 300.0000 336,000.00 110.000 33,000.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 0.000 0.00 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 0.000 0.00 (TYPE R) 46 JACKING SUPERSTRUCTURE LS 20,000.0000 20,000.00 0.000 0.00 47 CLASS A CONCRETE (STRUCTURE) M3 380.0000 1,447,800.00 6.060 2,302.80 1,334.930 507,273.40 48 CLASS 3 CONCRETE (BACKFILL) M3 180.0000 72,000.00 0.000 0.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 20.230 18,207.00 307.080 276,372.00 F) 50 MINOR CONCRETE (STAIRWAY) M3 1,200.0000 55,200.00 0.000 0.00 F) 51 PAVING NOTCH EXTENSION M3 8,700.0000 95,700.00 0.000 0.00 52 PLASTER FINISH M2 190.0000 15,770.00 0.000 0.00 F) 53 FRACTURED RIB TEXTURE M2 75.0000 790,500.00 2,608.000 195,600.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 0.000 0.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 192.000 14,400.00 721.000 54,075.00 F) 56 BEAR RELIEF TEXTURE M2 195.0000 90,675.00 0.000 0.00 F) 57 DRILL AND BOND DOWEL M 65.0000 39,000.00 43.200 2,808.00 PROGRAM CAS145 PAGE 7 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,200.0000 202,800.00 0.000 0.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 0.000 0.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 0.000 0.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 0.000 0.00 S) GIRDER (20 M - 25 M) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 66,500.00 0.000 0.00 S) GIRDER (25 M - 30 M) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 98,000.00 0.000 0.00 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 0.000 0.00 S) GIRDER 65 REFINISH BRIDGE DECK M2 200.0000 4,200.00 0.000 0.00 66 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 7,500.00 0.000 0.00 67 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 3,225.00 0.000 0.00 F) 68 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 130.0000 1,564,420.00 1,241.350 161,375.50 1,241.350 161,375.50 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 0.000 0.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 0.000 0.00 S) 71 MASONRY BLOCK WALL M2 125.0000 13,750.00 0.000 0.00 SF) 72 JOINT SEAL (MR 30 MM) M 125.0000 39,375.00 0.000 0.00 S) 73 JOINT SEAL ASSEMBLY (MR 70 MM) M 410.0000 5,740.00 0.000 0.00 S) 74 JOINT SEAL ASSEMBLY (MR 80 MM) M 435.0000 23,055.00 0.000 0.00 S) 75 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 94,500.00 0.000 0.00 S) 76 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,100.0000 29,400.00 0.000 0.00 S) 77 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,000.0000 330,000.00 0.000 0.00 S) 78 JOINT SEAL (MR 40 MM) M 155.0000 38,750.00 0.000 0.00 S) 79 JOINT SEAL (MR 50 MM) M 175.0000 107,625.00 0.000 0.00 S) 80 BAR REINFORCING STEEL KG 1.2000 326,730.00 155,113.410 186,136.09 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 411,542.000 543,235.44 3,327,038.580 4,391,690.93 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 215,893.000 313,044.85 661,486.000 959,154.70 SF) 83 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.2000 35,400.00 3,218.000 3,861.60 30,218.000 36,261.60 SF) 84 SHOTCRETE M3 425.0000 808,775.00 666.000 283,050.00 F) PROGRAM CAS145 PAGE 8 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ASPHALT MEMBRANE WATERPROOFING M2 80.0000 3,280.00 0.000 0.00 SF) 86 TREAT BRIDGE DECK M2 4.0000 43,020.00 0.000 0.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 38.0000 166,326.00 0.000 0.00 (LOW ODOR) 88 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 20,800.00 0.000 0.00 SF)WITH WALKWAY) 89 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.5000 11,200.00 0.000 0.00 SF)WITH WALKWAY) 90 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.6000 1,542,978.00 0.000 0.00 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 0.000 0.00 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 0.000 0.00 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 0.000 0.00 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 804,000.00 8.000 9,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 96 METAL (BARRIER MOUNTED SIGN) KG 13.5000 75,870.00 0.000 0.00 97 ROADSIDE SIGN - ONE POST EA 235.0000 72,850.00 0.000 0.00 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 0.000 0.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 0.000 0.00 METHOD) 00 INSTALL SIGN PANEL ON EXISTING FRAME M2 90.0000 6,300.00 0.000 0.00 01 PREPARE AND PAINT CONCRETE M2 21.5000 213,688.50 0.000 0.00 F) 02 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 156,800.00 11.000 1,760.00 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 102.510 18,964.35 119.610 22,127.85 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 77.800 16,338.00 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 26.800 4,690.00 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 219.039 27,379.88 1,766.779 220,847.38 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 0.300 51.00 568.750 96,687.50 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 523.470 99,459.30 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 601.100 144,264.00 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 7.320 2,159.40 85.350 25,178.25 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 173.130 58,864.20 PROGRAM CAS145 PAGE 9 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 1275 MM REINFORCED CONCRETE PIPE M 420.0000 37,800.00 196.290 82,441.80 13 1350 MM REINFORCED CONCRETE PIPE M 395.0000 35,550.00 31.600 12,482.00 14 1800 MM REINFORCED CONCRETE PIPE M 545.0000 109,000.00 0.000 0.00 15 2100 MM REINFORCED CONCRETE PIPE M 7,200.0000 1,008,000.00 0.000 0.00 (CLASS V SPECIAL) 16 JACKED 1050 MM REINFORCED CONCRETE PIPE M 3,500.0000 735,000.00 52.000 182,000.00 (CLASS III) 17 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,100.0000 294,000.00 134.280 281,988.00 (CLASS III) 18 300 MM CORRUGATED STEEL PIPE M 100.0000 7,200.00 3.120 312.00 (2.01 MM THICK) 19 450 MM CORRUGATED STEEL PIPE M 108.0000 23,760.00 6.200 669.60 (2.01 MM THICK) 20 600 MM CORRUGATED STEEL PIPE M 130.0000 16,900.00 0.000 0.00 (2.01 MM THICK) 21 750 MM CORRUGATED STEEL PIPE M 195.0000 3,900.00 42.670 8,320.65 (2.01 MM THICK) 22 900 MM CORRUGATED STEEL PIPE M 250.0000 7,500.00 25.930 6,482.50 (3.51 MM THICK) 23 1800 MM CORRUGATED STEEL PIPE M 420.0000 38,640.00 0.000 0.00 (3.51 MM THICK) 24 450 MM SLOTTED CORRUGATED STEEL PIPE M 280.0000 53,200.00 0.000 0.00 (2.01 MM THICK) 25 80 MM PLASTIC PIPE (EDGE DRAIN) M 120.0000 13,200.00 21.730 2,607.60 217.030 26,043.60 26 80 MM PLASTIC PIPE SLOTTED (EDGE DRAIN) M 35.0000 39,550.00 648.200 22,687.00 27 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 128.0000 19,200.00 0.000 0.00 (1.63 MM THICK) 29 200 MM ENTRANCE TAPER EA 675.0000 675.00 0.000 0.00 30 300 MM ENTRANCE TAPER EA 750.0000 5,250.00 0.000 0.00 31 200 MM DOWNDRAIN SLIP JOINT EA 240.0000 240.00 0.000 0.00 32 300 MM DOWNDRAIN SLIP JOINT EA 290.0000 870.00 0.000 0.00 33 200 MM ANCHOR ASSEMBLY EA 250.0000 250.00 0.000 0.00 34 300 MM ANCHOR ASSEMBLY EA 290.0000 1,160.00 0.000 0.00 35 GRATED LINE DRAIN M 190.0000 123,500.00 0.000 0.00 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 2.500 11,250.00 (2.01 MM THICK) 37 450 MM CORRUGATED STEEL PIPE RISER M 1,900.0000 5,700.00 0.000 0.00 (2.77 MM THICK) 38 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 36,400.00 6.250 8,125.00 7.470 9,711.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 413 MM WELDED STEEL PIPE CASING (BRIDGE) M 350.0000 51,100.00 0.000 0.00 (NATURAL GAS) 40 508 MM WELDED STEEL PIPE CASING (BRIDGE) M 425.0000 44,625.00 0.000 0.00 (NATURAL GAS) 41 610 MM WELDED STEEL PIPE CASING (BRIDGE) M 240.0000 35,280.00 0.000 0.00 42 300 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 0.000 0.00 43 450 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 2,600.00 0.000 0.00 44 750 MM ALTERNATIVE FLARED END SECTION EA 1,400.0000 1,400.00 0.000 0.00 45 900 MM DEBRIS RACK CAGE (H = 1.8 M) EA 5,500.0000 11,000.00 0.000 0.00 46 900 MM PRECAST CONCRETE PIPE INLET EA 2,500.0000 47,500.00 6.510 16,275.00 47 900 MM PRECAST CONCRETE PIPE MANHOLE EA 4,200.0000 109,200.00 11.000 46,200.00 48 ROCK SLOPE PROTECTION (1T, METHOD A) M3 75.0000 123,000.00 0.000 0.00 49 ROCK SLOPE PROTECTION M3 245.0000 29,400.00 0.000 0.00 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 10.880 9,248.00 10.880 9,248.00 (BACKING NO. 2, METHOD B) 51 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 125.0000 8,375.00 72.080 9,010.00 72.080 9,010.00 52 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 1,400.0000 5,600.00 0.000 0.00 53 CLASS 3 CONCRETE (CHANNEL LINING) M3 375.0000 236,250.00 0.000 0.00 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 0.000 0.00 F) 55 SLOPE PAVING (ROCK BLANKET) M2 150.0000 124,500.00 0.000 0.00 F) 56 ROCK SLOPE PROTECTION FABRIC M2 8.2500 10,725.00 152.300 1,256.48 152.300 1,256.48 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 217.250 72,127.00 1,060.038 351,932.62 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 0.000 0.00 F) 59 DRAINAGE PUMPING EQUIPMENT LS 125,000.0000 125,000.00 0.000 0.00 S) 60 PUMPING PLANT ELECTRICAL EQUIPMENT LS 10,000.0000 10,000.00 0.000 0.00 S) 61 MISCELLANEOUS IRON AND STEEL KG 2.2000 75,198.20 444.000 976.80 3,715.600 8,174.32 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 8.000 1,680.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 11,793.000 79,602.75 11,793.000 79,602.75 SF)(RESTRAINER - PIPE TYPE) 64 MISCELLANEOUS METAL KG 6.2500 71,562.50 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 11 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 MISCELLANEOUS METAL (BRIDGE) KG 6.2500 240,625.00 1,389.000 8,681.25 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 0.000 0.00 SF) 67 PUMPING PLANT METAL WORK KG 13.0000 52,000.00 408.000 5,304.00 SF) 68 CHAIN LINK FENCE (TYPE CL-0.9) M 25.0000 41,500.00 0.000 0.00 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 1,024.950 32,798.40 S) 70 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 7,200.00 0.000 0.00 S) 71 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 69,600.00 3.000 3,600.00 S) 72 SURVEY MONUMENT EA 500.0000 30,000.00 0.000 0.00 73 DELINEATOR (CLASS 1) EA 40.0000 8,000.00 0.000 0.00 S) 74 OBJECT MARKER (TYPE L-1) EA 40.0000 640.00 0.000 0.00 S) 75 METAL BEAM GUARD RAILING M 44.0000 411,400.00 0.000 0.00 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 0.000 0.00 S) 77 CHAIN LINK RAILING (TYPE 7L) M 115.0000 26,450.00 0.000 0.00 SF) 78 TUBULAR HANDRAILING M 160.0000 85,120.00 0.000 0.00 SF) 79 TUBULAR HANDRAILING (STAIRWAY) M 160.0000 12,800.00 0.000 0.00 SF) 80 CONCRETE BARRIER (TYPE 25 MODIFIED) M 125.0000 32,000.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 26 MODIFIED) M 360.0000 412,560.00 0.000 0.00 F) 82 DOUBLE THRIE BEAM BARRIER M 65.0000 9,750.00 114.400 7,436.00 S) 83 CABLE RAILING M 22.0000 128,590.00 0.000 0.00 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 0.000 0.00 S) 85 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 0.000 0.00 S) 86 END SECTION EA 155.0000 3,565.00 0.000 0.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 0.000 0.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 0.000 0.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 0.000 0.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 0.000 0.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 RETURN SECTION EA 105.0000 105.00 0.000 0.00 S) 93 CRASH CUSHION (TYPE CAT) EA 5,700.0000 51,300.00 0.000 0.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 525.0000 5,250.00 0.000 0.00 S) 95 CRASH CUSHION (ADIEM) EA 19,000.0000 19,000.00 0.000 0.00 S) 96 CONCRETE BARRIER (TYPE 60) M 105.0000 300,300.00 0.000 0.00 97 CONCRETE BARRIER (TYPE 60A) M 120.0000 5,160.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 60C) M 160.0000 235,200.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 0.000 0.00 F) 00 CONCRETE BARRIER (TYPE 60E) M 440.0000 4,400.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60G) M 210.0000 6,300.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60GA) M 210.0000 6,930.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE 60GC) M 160.0000 219,200.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 60S) M 105.0000 84,000.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 60SA) M 135.0000 5,400.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 60SC) M 115.0000 142,600.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60 E MODIFIED) M 750.0000 225,000.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60 GE MODIFIED) M 300.0000 51,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 900.0000 936,000.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 2,420.00 0.000 0.00 F) 11 CONCRETE BARRIER (TYPE 60 SE MODIFIED) M 420.0000 8,820.00 0.000 0.00 12 CONCRETE BARRIER (TYPE 60D MODIFIED) M 115.0000 62,560.00 0.000 0.00 F) 13 CONCRETE BARRIER (TYPE 732) M 125.0000 97,125.00 0.000 0.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 0.000 0.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 0.000 0.00 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 0.000 0.00 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 0.000 0.00 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 132.700 23,222.50 734.100 128,467.50 PROGRAM CAS145 PAGE 13 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 CONCRETE BARRIER (TYPE 736A MODIFIED) M 165.0000 204,600.00 1.800 297.00 1.800 297.00 20 CONCRETE BARRIER (TYPE 736S) M 195.0000 14,625.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 736B) M 200.0000 13,200.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 736A MODIFIED) M 148.0000 70,300.00 0.000 0.00 F) (RETAINING WALL) 23 CONCRETE BARRIER (TYPE 736B MODIFIED) M 230.0000 5,750.00 0.000 0.00 F) 24 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 67,710.00 0.000 0.00 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 0.000 0.00 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 1,461.700 730.85 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 24.400 561.20 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 64.000 96.00 S) 29 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 5.0000 6,700.00 0.000 0.00 S) TYPE H) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 82,240.00 188.000 601.60 S) 31 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 8.0000 8,800.00 0.000 0.00 S) 32 SIGNAL AND LIGHTING (LOCATION 1,2,3,4,5, LS 705,000.0000 705,000.00 0.005 3,525.00 S) 6,7) 33 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 6,000.00 0.000 0.00 S) 34 COMMUNICATION CONDUIT (BRIDGE) M 120.0000 48,000.00 0.000 0.00 S) 35 SPRINKLER CONTROL CONDUIT (BRIDGE) M 120.0000 78,840.00 0.460 55.20 0.460 55.20 SF) 36 ELECTRIC SERVICE (IRRIGATION) LS 4,000.0000 4,000.00 0.000 0.00 S) 37 TRAFFIC MONITORING STATION (LOCATION 1,2 LS 208,000.0000 208,000.00 0.112 23,296.00 S) 3,4,5,6,7,8,9,10) 38 MODIFY TRAFFIC MONITORING STATION LS 12,000.0000 12,000.00 0.000 0.00 S) INCIDENT 39 TRAFFIC MONITORING STATION INCIDENT LS 30,000.0000 30,000.00 0.048 1,440.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.014 5,740.00 S) (LOCATION 1,2,3,4,5,6,7,8,9,10,11, 12,13,14) 41 RAMP METERING SYSTEM (LOCATION 1,2,3,4,5 LS 410,000.0000 410,000.00 0.003 1,230.00 0.003 1,230.00 S) 6,7,8,9,10,11,12,13,14) 42 MODIFY SIGNAL AND LIGHTING (LOCATION 1,2 LS 1500,000.0000 1,500,000.00 0.024 36,000.00 0.052 78,000.00 S) 3,4,5,6,7,8,9,10,11,12) 43 MODIFY LIGHTING AND SIGN ILLUMINATION LS 2200,000.0000 2,200,000.00 0.006 13,200.00 0.092 202,400.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 45 MODIFY TRAFFIC MANAGEMENT CENTER LS 100,000.0000 100,000.00 0.000 0.00 S) 46 SYSTEM TESTING AND DOCUMENTATION LS 75,000.0000 75,000.00 0.248 18,600.00 S) 48 ENVIRONMENTAL RESTORATION LS 35,000.0000 35,000.00 0.000 0.00 S) 49 TIRE SHRED BACKFILL M3 22.0000 29,018.00 0.000 0.00 PROGRAM CAS145 PAGE 15 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:24 AM ESTIMATE NO. 18 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,538,148.42 36,625,386.33 ADJUSTMENT OF COMPENSATION 523,770.29 4,278,784.32 EXTRA WORK 140,927.72 2,003,403.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,202,846.43 42,907,573.83 47 MOBILIZATION LS 8343,064.9500 18,343,064.95 0.950 17,425,911.70 ORIGINAL CONTRACT AMOUNT 185,955,000.00 TOTAL WORK COMPLETED 4,202,846.43 60,333,485.53 MATERIALS ON HAND ON SITE 2,821,478.91 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -40,120.00 -251,689.58 TOTAL 4,162,726.43 62,903,274.86 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 02/24/04 845 03/10/04 03/10/04 03/28/07 290 30 4 7 30% 33% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 06/22/05