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 05/25/05 EST. NO.17 TIME 03:20 PM 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 0231 42.09 E.W. @ F.A.(+) 031405 Y 0919.0 0238 498.89 112204 Y 0584.1 0270 160.17 040505 Y 1000.0 0272 60.65 041305 Y 1047.0 0273 165.70 041305 Y 1048.0 0275 163.77 041405 Y 1058.0 0276 178.02 041505 Y 1059.0 0277 1,252.75 040805 Y 1061.0 0278 117.08 042205 Y 1091.0 0279 1,512.26 042205 Y 1099.0 0280 116.25 110404 Y 0726.1 0281 357.67 041905 Y 1075.0 0283 112.90 042605 Y 1118.0 0284 119.91 041105 Y 1130.0 0286 139.96 042705 Y 1138.0 0288 182.40 050405 Y 1167.0 002 0061 20,058.01 E.W. @ F.A.(+) 032505 Y 1122.0 003 0003-1 -2,724.19 E.W. @ F.A.(+) 092904 Y 0374.0 DAO CORRECTING ENTRY 0003-2 2,500.00 092904 Y 0374.0 DAO CORRECTING ENTRY 005 0007 2,452.14 A.C. @ U.P.(+) 052305 N 0004 0 0008 2,487.40 030405 N 0008 0 006 0202 394.78 E.W. @ F.A.(+) 041205 Y 1050.0 0203 79.43 041105 Y 1052.0 0204 180.43 040805 Y 1054.0 0205 46.92 041905 Y 1094.0 0206 197.62 041905 Y 1095.0 0207 362.32 042005 Y 1096.0 0208 229.23 042205 Y 1100.0 0209 451.62 042105 Y 1074.0 0210 560.34 042005 Y 1084.0 0211 420.86 042105 Y 1085.0 0212 553.41 042205 Y 1086.0 0213 282.27 041905 Y 1087.0 0214 234.47 042505 Y 1107.0 0215 931.32 042505 Y 1108.0 0216 208.77 042605 Y 1119.0 0217 395.22 042805 Y 1134.0 0218 402.76 042805 Y 1135.0 0219 352.32 042705 Y 1140.0 0220 1,731.61 040705 Y 1142.0 0221 753.76 042805 Y 1144.0 0222 215.12 042705 Y 1146.0 0223 2,098.59 032805 Y 1152.0 0224 237.37 050405 Y 1153.0 0225 203.45 050305 Y 1154.0 0226 213.70 050305 Y 1155.0 0227 504.53 050205 Y 1156.0 0228 146.40 050205 Y 1157.0 0229 2,671.36 050305 Y 1161.0 0230 178.58 020705 Y 0810.1 0231 273.62 050505 Y 1169.0 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 05/25/05 EST. NO.17 TIME 03:20 PM 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 --------------------------------------------------------------------------- 0232 158.33 050405 Y 1170.0 0233 135.01 050605 Y 1176.0 0234 67.04 050505 Y 1177.0 009 0075 408.99 E.W. @ F.A.(+) 030705 N 1006 0 0076 970.74 040705 N 1007 0 0077 165.74 041105 N 1009 0 0078 463.93 041405 N 1010 0 0079 163.29 040605 N 1068 0 0080 152.30 041805 N 1069 0 0081 660.19 042005 N 1071 0 0082 1,099.53 042005 N 1072 0 0083 550.03 042105 N 1073 0 0084 3,229.61 040805 N 1008 0 0085 121.80 040805 N 1008.1 010 0004 141.24 E.W. @ F.A.(+) 021705 N 1039.0 0005 2,224.96 090804 N 1024.0 0006 1,205.29 090804 N 1024.1 011 0055 271.48 E.W. @ F.A.(+) 041505 Y 1046.0 0056 272.36 042205 Y 1106.0 0057 287.32 042905 Y 1123.0 0058 238.40 050605 Y 1168.0 013 0005 1,278.83 E.W. @ F.A.(+) 031105 N 1040.0 0006 2,299.95 031405 N 1041.0 0007 2,137.69 032305 N 1042.0 0008 2,416.25 032405 N 1044.0 0009 1,021.12 032805 N 1045.0 0010 802.32 012505 N 1031.0 0011 2,660.05 021005 N 1035.0 0012 1,250.43 021505 N 1038.0 0013 1,365.27 050305 Y 1160.0 014 0072 1,308.87 E.W. @ F.A.(+) 070604 N 1014.0 0073 2,505.45 070904 N 1015.0 0074 1,094.22 071204 N 1017.0 0075 420.23 072204 N 1018.0 0076 453.12 072704 N 1019.0 0077 604.16 072804 N 1020.0 0078 66.03 080304 N 1021.0 0079 1,652.39 082704 N 1022.0 0080 985.40 090304 N 1023.0 0081 1,470.13 091004 N 1025.0 0082 135.53 091404 N 1026.0 0083 843.15 102204 N 1027.0 0084 617.95 102504 N 1028.0 0085 1,083.43 110304 N 1029.0 0086 965.12 121304 N 1030.0 0087 802.32 020705 N 1032.0 0088 1,163.13 020805 N 1033.0 0089 850.84 020905 N 1034.0 0090 271.03 021005 N 1036.0 0091 2,300.96 021405 N 1037.0 0092 999.77 062404 N 1013.0 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 05/25/05 EST. NO.17 TIME 03:20 PM 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 --------------------------------------------------------------------------- 019 0016 57.50 E.W. @ F.A.(+) 040105 Y 1066.0 0017 57.50 043005 Y 1141.0 022 0028 212.81 E.W. @ F.A.(+) 031505 Y 0915.0 0035 647.65 041305 Y 1049.0 0036 754.82 042105 Y 1103.0 0037 843.88 042105 Y 1088.0 0037-1 -843.88 042105 Y 1088.0 DAO CORRECTING ENTRY 024 0012 672.75 E.W. @ F.A.(+) 120304 Y 0990.0 027 0039 236.79 E.W. @ F.A.(+) 031705 Y 0910.0 0043 233.78 032905 Y 1129.0 0044 85.44 050605 Y 1175.0 031 0049 243.90 E.W. @ F.A.(+) 031405 Y 0920.0 0056 715.48 042005 Y 1089.0 0057 243.06 042505 Y 1109.0 0058 131.83 042905 Y 1145.0 0059 763.41 052404 Y 1147.0 0060 128.15 020905 Y 0818.1 0061 306.56 030905 Y 0899.1 0062 149.15 031005 Y 0900.1 0063 14.69 030705 Y 0901.1 0064 98.57 042505 Y 1109.1 0065 853.70 120204 Y 0760.1 032 0048 307.95 E.W. @ F.A.(+) 101604 Y 0563.1 0049 134.21 041205 Y 1051.0 0050 1,144.21 032505 Y 1128.0 0051 1,259.96 050505 Y 1174.0 034 0028 149.84 E.W. @ F.A.(+) 041905 Y 1093.0 0029 149.84 042005 Y 1097.0 035 0010 1,149.69 E.W. @ F.A.(+) 011405 Y 0700.1 037 0008 354.93 E.W. @ F.A.(+) 031505 Y 0914.0 0011 1,451.53 042205 Y 1101.0 046 0036 2,106.23 E.W. @ F.A.(+) 041405 Y 1056.0 0037 4,133.17 041505 Y 1057.0 0038 215.10 041405 Y 1063.0 0039 2,136.30 032305 Y 0985.0 0040 67.56 032305 Y 0985.1 0041 308.43 042105 Y 1098.0 0042 663.71 042205 Y 1102.0 0044 448.51 042105 Y 1090.0 0045 2,042.27 041805 Y 1079.0 0046 851.30 041905 Y 1077.1 0047 851.30 042205 Y 1078.1 0048 663.71 042605 Y 1110.0 0050 1,240.25 042505 Y 1115.0 0053 2,267.46 042905 Y 1148.0 0054 809.17 050405 Y 1158.0 0055 1,324.28 050305 Y 1159.0 0057 677.73 050405 Y 1166.0 0058 3,054.26 031805 Y 0937.1 0059 674.99 122304 Y 0753.1 047 0013 1,177.52 E.W. @ F.A.(+) 012505 Y 0819.1 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 05/25/05 EST. NO.17 TIME 03:20 PM 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 --------------------------------------------------------------------------- 059 0007 259.73 E.W. @ F.A.(+) 042705 Y 1132.0 063 0001 12,480.06 E.W. @ U.P (+) 052005 N 1 0 078 0019 762.09 E.W. @ F.A.(+) 070904 N 1016.0 082 0006 708.97 E.W. @ F.A.(+) 042905 Y 1137.0 083 0001 2,132.83 E.W. @ F.A.(+) 050505 Y 1171.0 0002 387.27 050605 Y 1172.0 101 0005 700,000.00 A.C. @ L.S.(+) 051905 N 0005 0 849,432.63 TOTAL THIS ESTIMATE 4,768,056.86 TOTAL PREVIOUS ESTIMATE 5,617,489.49 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 05/25/05 EST. NO.17 TIME 03:20 PM 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 1,255,718.19 -201,569.58 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 1,255,718.19 -211,569.58 PROGRAM CAS145 PAGE 1 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 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 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.060 1,200.00 0.500 10,000.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 20.000 138,000.00 281.000 1,938,900.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 549.900 13,747.50 3,776.800 94,420.00 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 0.392 196,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.001 100.00 0.635 63,500.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.010 10,000.00 0.640 640,000.00 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 5.000 325.00 86.000 5,590.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 6.100 183.00 198.820 5,964.60 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 4,135.000 2,687.75 79,220.190 51,493.12 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 21.000 588.00 682.000 19,096.00 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 140,700.00 941.000 3,293.50 24,462.000 85,617.00 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 1,146.800 27,523.20 28,393.600 681,446.40 S) PROGRAM CAS145 PAGE 2 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 80.000 11,200.00 695.000 97,300.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 274.370 740.80 14,579.480 39,364.60 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 4.000 4,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 421.700 12,229.30 27 OBLITERATE SURFACING M2 1.3000 176,800.00 2,006.000 2,607.80 12,932.440 16,812.17 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 1,475.960 25,091.32 6,850.850 116,464.45 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 177.210 3,898.62 5,497.060 120,935.32 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 893.000 1,339.50 38,394.050 57,591.08 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 13,477.700 26,955.40 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 250.600 375.90 15,784.510 23,676.77 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 219.730 6,591.90 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 95.000 95.00 21,385.000 21,385.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 35.000 3,500.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 6.000 18,000.00 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 243,600.00 705.150 49,360.50 40 REMOVE INLET EA 540.0000 64,800.00 2.000 1,080.00 24.000 12,960.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 1.000 540.00 24.000 12,960.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 11.000 7,700.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 475.320 10,932.36 858.690 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 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 84,000.00 274.670 20,600.25 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 161.000 5,635.00 1,367.800 47,873.00 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 58,000.00 150.350 7,517.50 1,024.830 51,241.50 61 REMOVE SOUND WALL M2 20.0000 78,200.00 20.510 410.20 62 CAP INLET EA 500.0000 22,500.00 2.000 1,000.00 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 0.085 14,450.00 1.000 170,000.00 68 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.774 77,400.00 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 22,858.440 276,358.54 164,182.280 1,984,963.77 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 1,099.000 82,425.00 11,081.000 831,075.00 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 1,989.000 59,670.00 31,106.500 933,195.00 F) PROGRAM CAS145 PAGE 4 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,090,000.00 130.000 6,500.00 3,594.000 179,700.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 5,939.000 207,865.00 13,126.600 459,431.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 15.100 528.50 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 147.470 10,322.90 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 3,545.000 163,070.00 12,129.000 557,934.00 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 0.000 0.00 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 0.048 9,120.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 126.400 18,960.00 219.000 32,850.00 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 220.000 18,700.00 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 2,892,800.00 636.440 20,366.08 4,503.970 144,127.04 PROGRAM CAS145 PAGE 5 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,912,000.00 349.090 13,963.60 8,861.240 354,449.60 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 57.820 7,747.88 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 4,675.340 208,052.63 24,340.500 1,083,152.25 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 7,541,100.00 108.180 20,446.02 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 230,020.00 412.070 127,741.70 525.270 162,833.70 S) PILING 23 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 475.0000 539,125.00 320.000 152,000.00 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 3.180 15,900.00 815.980 4,079,900.00 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 0.000 0.00 S) PILING 29 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,180.0000 825,700.00 -0.710 -5,097.80 132.440 950,919.20 S) PILING 30 FURNISH PILING (CLASS 625) M 63.0000 109,494.00 0.000 0.00 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.054 108,000.00 0.064 128,000.00 S) 38 TIEBACK ANCHOR EA 2,600.0000 566,800.00 34.300 89,180.00 128.400 333,840.00 S) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 175.0000 885,500.00 1,518.800 265,790.00 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 1,924.000 856,180.00 8,647.000 3,847,915.00 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 465.000 158,100.00 5,503.900 1,871,326.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 191.000 133,700.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 300.0000 336,000.00 110.000 33,000.00 110.000 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 11.830 4,495.40 1,328.870 504,970.60 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 33.120 29,808.00 286.850 258,165.00 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 1,088,325.00 529.000 39,675.00 529.000 39,675.00 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 8.400 546.00 43.200 2,808.00 PROGRAM CAS145 PAGE 7 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 326,730.00 928.000 1,113.60 155,113.410 186,136.09 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 406,950.000 537,174.00 2,915,496.580 3,848,455.49 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 41,637.000 60,373.65 445,593.000 646,109.85 SF) 83 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.2000 35,400.00 27,000.000 32,400.00 SF) 84 SHOTCRETE M3 425.0000 808,775.00 90.000 38,250.00 666.000 283,050.00 F) PROGRAM CAS145 PAGE 8 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.100 3,163.50 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 18.810 2,351.25 1,547.740 193,467.50 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 3.660 622.20 568.450 96,636.50 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 39.750 7,552.50 523.470 99,459.30 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 25.500 6,120.00 601.100 144,264.00 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 46.330 13,667.35 78.030 23,018.85 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 173.130 58,864.20 PROGRAM CAS145 PAGE 9 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,200.00 195.300 23,436.00 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 1.220 1,586.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (BACKING NO. 2, METHOD B) 51 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 125.0000 8,375.00 0.000 0.00 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 0.000 0.00 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 54.530 18,103.96 842.788 279,805.62 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 75,198.20 340.000 748.00 3,271.600 7,197.52 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 0.000 0.00 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 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 54.500 1,744.00 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 7,436.00 114.400 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 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 -41.000 -7,585.00 0.000 0.00 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 601.400 105,245.00 601.400 105,245.00 PROGRAM CAS145 PAGE 13 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 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 0.012 2,496.00 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 0.000 0.00 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 0.009 13,500.00 0.028 42,000.00 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 0.015 33,000.00 0.086 189,200.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 03:20 PM ESTIMATE NO. 17 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 05/20/05 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 05/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,824,823.41 33,087,237.91 ADJUSTMENT OF COMPENSATION 704,939.54 3,755,014.03 EXTRA WORK 144,493.09 1,862,475.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,674,256.04 38,704,727.40 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 4,674,256.04 56,130,639.10 MATERIALS ON HAND ON SITE 2,925,274.83 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,255,718.19 -211,569.58 TOTAL 5,929,974.23 58,844,344.35 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 03/28/07 272 30 4 7 29% 31% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 05/25/05