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.33 TIME 08:53 AM R.E. NAME: ROGERS, JIM 02-3016U4 --------------------------------------------------------------------------- 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 0534 405.11 E.W. @ F.A.(+) 010405 N 1215.0 0535 271.12 010605 N 1216.0 0536 135.56 011705 N 1217.0 0537 162.67 011805 N 1218.0 0538 298.23 012505 N 1220.0 0539 420.28 012605 N 1221.0 0540 433.78 012705 N 1222.0 0541 433.78 012105 N 1219.0 0542 433.78 012805 N 1223.0 0543 433.78 013105 N 1224.0 0544 433.78 020105 N 1225.0 0545 352.45 020205 N 1226.0 0546 108.45 020305 N 1227.0 0547 150.29 020905 N 1228.0 0548 257.62 021605 N 1229.0 0549 216.89 021705 N 1230.0 0550 54.23 022205 N 1231.0 0551 379.56 022805 N 1232.0 0552 244.00 030105 N 1233.0 0553 411.34 030205 N 1234.0 0554 584.90 031605 N 1236.0 0555 433.78 031805 N 1237.0 0556 325.34 032405 N 1256.0 0557 135.56 033005 N 1255.0 002 0002 2,000.00 E.W. @ L.S.(+) 032403 N 133.10 012 0008 309.83 E.W. @ F.A.(+) 021505 N 1238.0 0009 78.80 021605 N 1239.0 0010 743.42 031105 N 1240.0 0011 371.70 031405 N 1241.0 0012 349.93 031605 N 1243.0 0013 356.19 031505 N 1242.0 018 0287 5,103.77 E.W. @ F.A.(+) 011905 N 1166.0 0289 1,475.36 012005 N 1170.0 0290 4,545.42 012005 N 1169.0 0291 1,473.10 012105 N 1172.0 0292 5,058.26 012105 N 1171.0 0293 1,536.29 081804 N 1136.0 0294 15,558.97 011805 N 1139.0 0295 2,029.67 081704 N 1135.0 0296 1,536.29 081904 N 1137.0 0297 1,645.05 082004 N 1138.0 0298 69.55 012005 N 1184.0 0299 69.55 012105 N 1185.0 0300 632.46 012505 N 1186.0 0301 1,613.10 012705 N 1187.0 0302 851.68 012805 N 1188.0 0303 6,302.67 013105 N 1189.0 0304 208.67 013105 N 1190.0 0305 6,196.78 020105 N 1191.0 0306 55.67 020205 N 1192.0 0307 6,016.25 020205 N 1193.0 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.33 TIME 08:53 AM R.E. NAME: ROGERS, JIM 02-3016U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0308 5,767.83 020305 N 1194.0 0309 5,300.29 020405 N 1195.0 0310 4,683.67 020705 N 1196.0 0311 5,642.69 020805 N 1197.0 0312 5,825.57 020905 N 1198.0 0314 304.47 021105 N 1200.0 0315 162.75 022205 N 1201.0 0316 8,693.62 022205 N 1202.0 0317 8,602.83 022305 N 1203.0 0318 315.40 022605 N 1206.0 0319 919.12 030105 N 1207.0 0320 3,415.96 030705 N 1209.0 0321 619.44 031005 N 1210.0 0322 1,898.63 031105 N 1211.0 0323 2,067.48 031405 N 1212.0 0324 2,839.80 031505 N 1213.0 0325 4,121.70 031805 N 1214.0 0326 1,536.29 020805 N 1215.0 0327 2,233.42 020905 N 1216.0 0328 2,233.42 021005 N 1217.0 0329 824.61 030705 N 1235.0 0330 1,812.02 031605 N 1262.0 0331 1,794.69 032105 N 1259.0 0332 2,224.88 032405 N 1260.0 0333 3,876.84 032505 N 1261.0 0334 2,809.92 032805 N 1263.0 0335 707.34 032905 N 1264.0 0336 3,418.95 033005 N 1265.0 0337 3,853.00 033105 N 1266.0 0338 4,931.20 040105 N 1267.0 0340 623.22 022505 N 1205.0 0341 4,836.25 040405 N 1268.0 0342 4,334.94 040505 N 1269.0 0343 2,856.08 040605 N 1270.0 0344 878.50 040705 N 1271.0 0345 71.46 041805 N 1274.0 028 0001 1,402.77 A.C. @ F.A.(+) 083104 N 1146.0 0002 1,436.61 090104 N 1147.0 0003 1,119.08 090304 N 1149.0 030 0022 1,037.78 E.W. @ F.A.(+) 011304 N 0022 0 0023 1,154.71 012104 N 0023 0 0024 1,391.73 012204 N 0024 0 0025 1,510.01 012904 N 0025 0 0026 755.00 013004 N 0026 0 0027 743.58 012804 N 0027 0 0028 1,038.11 012304 N 0028 0 034 0001 3,627.66 E.W. @ F.A.(+) 122804 N 0001 0 038 0006 281.60 E.W. @ F.A.(+) 012405 N 1245.0 0007 949.92 012605 N 1246.0 0008 389.25 032105 N 1247.0 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.33 TIME 08:53 AM R.E. NAME: ROGERS, JIM 02-3016U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 197,580.80 TOTAL THIS ESTIMATE 1,649,015.56 TOTAL PREVIOUS ESTIMATE 1,846,596.36 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.33 TIME 08:53 AM R.E. NAME: ROGERS, JIM 02-3016U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA-1391 -10,000.00 24 RECEIVED FHWA 1391 10,000.00 25 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 18 PAYROLLS 10,000.00 19 OUTSTANDING PAYROLLS -10,000.00 20 REC'D PAYROLLS 10,000.00 21 PER LTR DATED 07/04 -10,000.00 23 PER LTR DATED 11/4 -10,000.00 27 REC'D PAYROLLS 10,000.00 27 RET PARTIAL DEDUCT 9,000.00 28 REC'D PAYROLLS 1,000.00 30 PER LTR DATED 05/05 -1,000.00 33 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -1,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 08:53 AM ESTIMATE NO. 33 BID OPENING 05/29/02 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: ROGERS, JIM DATE OF THIS ESTIMATE 05/25/05 LOCATION RERUN PROGRESS ESTIMATE 02-PLU-70-3.0/7.0 ----------------------- AMERICAN CIVIL CONSTRUCTORS IN BUTTE, PLUMAS AND LASSEN WEST COAST INC COUNTIES AT VARIOUS LOCATIONS 3701 MALLARD DR BENICIA CA 94510 FED. AID NO. STP-P070(74)E ,ACBH-P070(74)E ,AC-P070(74)E BRIDGE REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.750 11,250.00 02 TEMPORARY FENCE M 20.0000 5,000.00 260.579 5,211.58 S) (ENVIRONMENTALLY SENSITIVE AREA) 03 TEMPORARY SUPPORT LS 300,000.0000 300,000.00 1.000 300,000.00 04 TEMPORARY DECK BRIDGING LS 200,000.0000 200,000.00 1.000 200,000.00 05 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.868 21,700.00 S) 06 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.942 471,000.00 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 24,000.00 69.368 346.84 2,371.732 11,858.66 S) 08 TEMPORARY PAVEMENT MARKING (TAPE) M2 120.0000 3,000.00 11.977 1,437.24 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 13,200.00 8.430 337.20 196.207 7,848.28 S) 10 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 0.889 88,900.00 S) 11 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.889 88,900.00 S) 12 TEMPORARY SIGNAL SYSTEM (LOCATION 3) LS 100,000.0000 100,000.00 0.889 88,900.00 S) 13 TEMPORARY SIGNAL SYSTEM (LOCATION 4) LS 100,000.0000 100,000.00 0.889 88,900.00 S) 14 TEMPORARY SIGNAL SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 0.889 88,900.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 90,000.00 8.480 84,800.00 S) 16 TEMPORARY RAILING (TYPE K) M 40.0000 72,000.00 37.115 1,484.60 1,733.739 69,349.56 S) 17 TEMPORARY CRASH CUSHION MODULE EA 300.0000 63,000.00 23.701 7,110.30 210.963 63,288.90 18 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 5,000.0000 5,000.00 1.000 5,000.00 S) 19 REMOVE METAL BEAM GUARD RAILING M 50.0000 17,500.00 116.400 5,820.00 258.220 12,911.00 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 18,300.00 2,956.790 17,740.74 STRIPE 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 270.00 0.000 0.00 22 REMOVE CONCRETE DECK SURFACE M2 50.0000 63,500.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 08:53 AM ESTIMATE NO. 33 BID OPENING 05/29/02 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: ROGERS, JIM 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 REMOVE RIVET EA 35.0000 499,100.00 56.000 1,960.00 12,918.000 452,130.00 24 PREPARE CONCRETE BRIDGE DECK SURFACE M2 4.0000 1,560.00 0.000 0.00 25 REMOVE CONCRETE BARRIER (TYPE K) M 200.0000 13,000.00 43.200 8,640.00 26 CLEAN BRIDGE DECK M2 3.0000 5,370.00 0.000 0.00 27 BRIDGE REMOVAL (PORTION), LOCATION A LS 155,000.0000 155,000.00 1.000 155,000.00 28 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 1.000 65,000.00 29 BRIDGE REMOVAL (PORTION), LOCATION C LS 63,000.0000 63,000.00 0.970 61,110.00 30 BRIDGE REMOVAL (PORTION), LOCATION D LS 98,000.0000 98,000.00 1.000 98,000.00 31 BRIDGE REMOVAL (PORTION), LOCATION E LS 37,000.0000 37,000.00 0.830 30,710.00 32 CLEARING AND GRUBBING LS 1,000.0000 1,000.00 1.000 1,000.00 33 ROADWAY EXCAVATION M3 200.0000 36,000.00 99.220 19,844.00 34 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 35 STRUCTURE EXCAVATION (BRIDGE) M3 1,000.0000 15,000.00 15.000 15,000.00 F) 36 STRUCTURE EXCAVATION (TYPE D) M3 1,000.0000 45,000.00 45.000 45,000.00 F) 37 STRUCTURE EXCAVATION (ROCK) M3 700.0000 252,000.00 388.300 271,810.00 F) 38 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 23,000.00 0.000 0.00 F) 39 FIBER (EROSION CONTROL) KG 10.0000 1,800.00 0.000 0.00 S) 40 COMPOST (EROSION CONTROL) KG 8.0000 3,680.00 0.000 0.00 S) 41 PURE LIVE SEED (EROSION CONTROL) KG 200.0000 4,400.00 0.000 0.00 S) 42 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 200.0000 8,800.00 0.000 0.00 S) 43 STABILIZING EMULSION (EROSION CONTROL) KG 10.0000 360.00 0.000 0.00 S) 44 CLASS 2 AGGREGATE BASE M3 100.0000 9,300.00 72.250 7,225.00 45 ASPHALT CONCRETE (TYPE A) TONN 150.0000 31,500.00 86.360 12,954.00 46 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 59,000.00 310.240 31,024.00 AREA) 47 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 740,000.00 38.240 764,800.00 S) PILING 48 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 50,000.0000 50,000.00 1.000 50,000.00 S) PILING (ROCK SOCKET) 49 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 660,000.00 36.700 734,000.00 S) PILING PROGRAM CAS145 PAGE 3 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 08:53 AM ESTIMATE NO. 33 BID OPENING 05/29/02 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: ROGERS, JIM 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 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 150,000.00 5.000 150,000.00 S) PILING (ROCK SOCKET) 51 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 680,000.00 39.550 791,000.00 S) PILING 52 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 300,000.00 7.540 226,200.00 S) PILING (ROCK SOCKET) 53 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 860,000.00 44.905 898,100.00 S) PILING 54 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 210,000.00 7.000 210,000.00 S) PILING (ROCK SOCKET) 55 1.2 M PERMANENT STEEL CASING M 2,000.0000 28,000.00 36.200 72,400.00 S) 56 1.5 M PERMANENT STEEL CASING M 2,000.0000 30,000.00 36.000 72,000.00 S) 57 1.8 M PERMANENT STEEL CASING M 2,000.0000 66,000.00 34.000 68,000.00 S) 58 2.1 M PERMANENT STEEL CASING M 2,000.0000 52,000.00 41.900 83,800.00 S) 59 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 1.000 50,000.00 S) 60 PRESTRESSING LS 100,000.0000 100,000.00 1.000 100,000.00 S) 61 TIEBACK ANCHOR EA 10,000.0000 10,000.00 1.000 10,000.00 S) 62 TIEDOWN ANCHOR EA 6,500.0000 598,000.00 90.400 587,600.00 S) 63 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,000.0000 60,000.00 136.870 136,870.00 F) 64 STRUCTURAL CONCRETE, BRIDGE M3 1,500.0000 1,740,000.00 84.860 127,290.00 1,102.000 1,653,000.00 F) 65 DRILL AND BOND DOWEL M 40.0000 40,400.00 597.630 23,905.20 66 CORE AND BOND DOWEL (EPOXY CARTRIDGE) EA 60.0000 19,320.00 0.000 0.00 S) 67 DRILLED HOLE (25 MM) M 200.0000 3,800.00 19.000 3,800.00 68 DRILLED HOLE (50 MM) M 300.0000 27,000.00 57.950 17,385.00 69 FURNISH POLYESTER CONCRETE OVERLAY M3 3,000.0000 87,000.00 0.000 0.00 70 PLACE POLYESTER CONCRETE OVERLAY M2 20.0000 22,800.00 0.000 0.00 F) 71 CORE CONCRETE (0 - 50 MM) M 200.0000 8,600.00 43.030 8,606.00 S) 72 CORE CONCRETE (51 MM - 100 MM) M 400.0000 400.00 1.000 400.00 S) 73 CORE CONCRETE (151 MM - 200 MM) M 400.0000 3,200.00 7.320 2,928.00 S) 74 CORE AND BOND THREADED ROD M 300.0000 78,000.00 56.220 16,866.00 S) 75 REPLACE BEARING EA 5,000.0000 20,000.00 4.000 20,000.00 S) 76 REPLACE BEARING ASSEMBLY EA 20,000.0000 80,000.00 4.000 80,000.00 PROGRAM CAS145 PAGE 4 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 08:53 AM ESTIMATE NO. 33 BID OPENING 05/29/02 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: ROGERS, JIM 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 JOINT SEAL (MR 30 MM) M 100.0000 1,600.00 0.000 0.00 S) 78 JOINT SEAL ASSEMBLY (MR 80 MM) M 100.0000 1,700.00 17.000 1,700.00 S) 79 JOINT SEAL (MR 50 MM) M 100.0000 4,900.00 0.000 0.00 S) 80 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 357,940.00 147,680.250 324,896.55 SF) 81 BAR REINFORCING STEEL (EPOXY COATED) KG 3.2000 215,360.00 67,000.000 214,400.00 SF)(BRIDGE) 82 TREAT BRIDGE DECK M2 5.0000 8,950.00 0.000 0.00 F) 83 FURNISH BRIDGE DECK TREATMENT MATERIAL L 100.0000 65,000.00 0.000 0.00 84 FURNISH STRUCTURAL STEEL (BRIDGE) KG 6.0000 844,800.00 140,799.990 844,799.94 SF) 85 ERECT STRUCTURAL STEEL (BRIDGE) KG 18.0000 2,534,400.00 7,955.000 143,190.00 130,818.550 2,354,733.90 SF) 86 CLEAN AND PAINT STRUCTURAL STEEL LS 400,000.0000 400,000.00 0.032 12,800.00 0.863 345,200.00 S) 87 CLEAN AND PAINT STRUCTURAL STEEL LS 2400,000.0000 2,400,000.00 0.034 81,600.00 0.497 1,192,800.00 S) (EXISTING BRIDGE) 88 CLEAN AND PAINT PERMANENT STEEL CASING LS 100,000.0000 100,000.00 0.950 95,000.00 S) 89 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 300.0000 954,000.00 2,888.880 866,664.00 S) 90 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.940 94,000.00 S) 91 MISCELLANEOUS METAL KG 15.0000 18,000.00 1,200.000 18,000.00 SF)(RESTRAINER - CABLE TYPE) 92 MISCELLANEOUS METAL KG 20.0000 34,800.00 1,740.000 34,800.00 SF)(RESTRAINER - ROD TYPE) 93 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 57,600.00 2,880.000 57,600.00 SF) 94 OBJECT MARKER (TYPE P) EA 75.0000 1,425.00 0.000 0.00 95 OBJECT MARKER (TYPE L-1) EA 50.0000 350.00 0.000 0.00 96 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 25,000.00 104.800 10,480.00 127.660 12,766.00 S) 97 METAL TUBE RAILING (TYPE 19 MODIFIED) M 200.0000 136,000.00 680.000 136,000.00 SF) 98 CONCRETE BARRIER (TYPE 27) M 200.0000 12,400.00 62.000 12,400.00 99 CONCRETE BARRIER (TYPE 27 MODIFIED) M 200.0000 84,200.00 421.000 84,200.00 F) 00 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 24,200.00 5.000 11,000.00 6.000 13,200.00 S) 01 PAINT TRAFFIC STRIPE (2-COAT) M 4.9500 22,770.00 0.000 0.00 S) 02 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 108.00 0.000 0.00 S) 03 HIGHWAY ADVISORY RADIO SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.00 S) (LOCATION 1) PROGRAM CAS145 PAGE 5 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 08:53 AM ESTIMATE NO. 33 BID OPENING 05/29/02 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: ROGERS, JIM 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 HIGHWAY ADVISORY RADIO SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.00 S) (LOCATION 2) 05 SEISMIC ISOLATION BEARING EA 0.0000 0.00 0.000 0.00 S) (FRICTION PENDULUM BEARINGS) 06 SEISMIC ISOLATION BEARING EA 3,000.0000 12,000.00 4.000 12,000.00 S) (LEAD CORE RUBBER BEARINGS) PROGRAM CAS145 PAGE 6 DATE 05/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 08:53 AM ESTIMATE NO. 33 BID OPENING 05/29/02 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: ROGERS, JIM 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 403,418.94 16,711,163.55 ADJUSTMENT OF COMPENSATION 3,958.46 108,958.46 EXTRA WORK 193,622.34 1,737,637.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 600,999.74 18,557,759.91 07 MOBILIZATION LS 2000,000.0000 2,000,000.00 1.000 2,000,000.00 ORIGINAL CONTRACT AMOUNT 20,696,663.00 TOTAL WORK COMPLETED 600,999.74 20,557,759.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -1,000.00 TOTAL 599,999.74 20,556,759.91 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 08/12/02 400 09/16/02 08/27/02 07/14/05 513 167 120 0 91% 99% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST ROGERS, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 05/25/05