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 12/26/07 EST. NO.42 TIME 03:02 PM R.E. NAME: VENTOCILLA, JOSE 07-1178U4 --------------------------------------------------------------------------- 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 0705 171.68 E.W. @ F.A.(+) 012507 N 1984.0 0913 921.14 061207 N 2228.0 0965 225.47 071607 N 2265.0 1012 291.72 062207 N 2391.2 1017 70.36 081307 N 2397.2 1029 272.42 082907 N 2415.0 1137-1 -290.16 081107 N 2460.0 DAO CORRECTING ENTRY 1142 272.42 091907 N 2467.0 1143 272.42 091707 N 2471.0 1144 272.42 091407 N 2472.0 1145 272.42 091307 N 2473.0 1146 272.42 091207 N 2474.0 1147 104.98 091207 N 2475.0 1148 272.42 091107 N 2476.0 1149 450.26 082307 N 2477.0 1150 225.14 091907 N 2468.0 1154 296.65 061207 N 2228.2 1155 140.25 091307 N 2473.1 1156 140.25 091207 N 2474.1 1157 140.25 091107 N 2476.1 1158 79.89 092107 N 2479.0 1159 225.14 092007 N 2480.0 1160 111.02 092007 N 2481.0 1161 290.16 091107 N 2482.0 1163 225.14 092507 N 2484.0 1164 225.14 092407 N 2485.0 1165 285.72 092707 N 2486.0 1166 112.57 092707 N 2487.0 1169 288.75 092407 N 2490.0 1170 415.42 090407 N 2491.0 1171 415.42 083107 N 2492.0 1172 255.64 100207 N 2489.0 1173 285.72 100107 N 2493.0 1174 117.33 091907 N 2467.1 1175 117.33 091707 N 2471.1 1176 117.33 091407 N 2472.1 1177 117.33 091107 N 2482.1 1179 192.50 092707 N 2486.1 1180 139.37 101007 N 2500.0 1181 285.72 100907 N 2501.0 1182 285.72 100807 N 2502.0 1183 379.91 100807 N 2503.0 1185 285.72 101107 N 2504.0 1186 249.23 100207 N 2505.0 1187 278.72 100207 N 2506.0 1188 278.72 100307 N 2507.0 1191 285.72 101507 N 2510.0 1192 285.72 101607 N 2511.0 1193 136.77 101607 N 2512.0 1194 110.35 041307 N 2102.1 1195 78.57 071707 N 2264.1 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 12/26/07 EST. NO.42 TIME 03:02 PM R.E. NAME: VENTOCILLA, JOSE 07-1178U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1196 152.80 071607 N 2265.1 1197 81.19 070507 N 2293.1 1198 148.50 081107 N 2460.1 1198-1 -148.50 081107 N 2460.1 DAO CORRECTING ENTRY 1199 118.25 101007 N 2515.0 1200 102.96 113006 N 2516.0 1201 64.35 112906 N 2517.0 1202 185.75 112906 N 2518.0 1203 111.20 112806 N 1869.1 1204 415.16 101707 N 2523.0 1205 285.72 101707 N 2525.0 1206 443.96 101807 N 2526.0 1207 443.96 101907 N 2527.0 1208 285.72 102207 N 2528.0 1209 141.78 102304 N 2529.0 1210 139.37 102407 N 2530.0 1211 285.72 102607 N 2531.0 1212 285.72 101007 N 2514.0 1213 443.96 101607 N 2520.0 1214 443.96 101707 N 2522.0 1215 143.00 082007 N 2382.1 1216 110.35 081707 N 2385.1 1219 285.72 101807 N 2532.0 1220 275.57 103107 N 2533.0 1221 255.64 102207 N 2534.0 1222 285.72 103007 N 2535.0 1224 285.72 102907 N 2537.0 1225 517.50 110107 N 2538.0 1226 285.72 110107 N 2539.0 1227 282.57 110207 N 2540.0 1228 110.35 100907 N 2501.1 1229 110.35 100807 N 2502.1 1230 110.35 101107 N 2504.1 1231 1,756.80 100207 N 2505.1 1232 110.35 100207 N 2506.1 1233 110.35 100307 N 2507.1 1234 110.35 101507 N 2510.1 1235 110.35 101607 N 2511.1 1236 110.35 101007 N 2514.1 1237 110.35 101707 N 2525.1 1238 285.72 110707 N 2541.0 1239 112.57 110607 N 2543.0 1240 206.78 110607 N 2544.0 1241 70.36 111007 N 2546.0 1242 278.72 100407 N 2547.0 1243 110.35 102207 N 2528.1 1244 110.35 102307 N 2529.1 1245 110.35 101807 N 2532.1 1246 110.35 100407 N 2547.1 1247 272.42 111307 N 2548.0 1248 163.00 110807 N 2549.0 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 12/26/07 EST. NO.42 TIME 03:02 PM R.E. NAME: VENTOCILLA, JOSE 07-1178U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1249 163.00 110907 N 2550.0 1250 166.49 110907 N 2551.0 1251 517.50 110807 N 2552.0 1253 266.57 111607 N 2555.0 1254 266.57 111507 N 2556.0 1255 290.16 112707 N 2557.0 1256 167.22 100207 N 2559.0 1257 83.61 100307 N 2560.0 1258 280.01 112007 N 2561.0 1259 272.42 112607 N 2562.0 1260 272.42 112707 N 2563.0 1261 1,994.89 112707 N 2564.0 1262 272.42 112807 N 2565.0 1263 136.21 112807 N 2566.0 1264 340.53 112907 N 2567.0 1266 71.74 102607 N 2531.1 1267 71.74 103107 N 2533.1 1268 71.74 103007 N 2535.1 1269 71.74 102907 N 2537.1 1270 382.77 111907 N 2569.0 048 0010 663.52 E.W. @ F.A.(+) 102907 N 2542.0 0011 868.05 110607 N 2545.0 080 0005 783.20 E.W. @ F.A.(+) 051507 N 2155.1 082 0003 -6,258.80 A.C. @ U.P.(-) 121907 N 2514.2 25,708.40 TOTAL THIS ESTIMATE 5,639,017.62 TOTAL PREVIOUS ESTIMATE 5,664,726.02 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 12/26/07 EST. NO.42 TIME 03:02 PM R.E. NAME: VENTOCILLA, JOSE 07-1178U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPP NON-COMPLIANCE -620,465.25 10 SWPP COMPLIANCE 620,465.25 11 COMPACTION DEDUCT -19,200.00 15 LATE OPEN OF CLOSURE -89,000.00 15 COMPACTION TEST DEDU -7,200.00 19 COMPACTION TEST DEDU -9,200.00 22 COMPACTION TEST DEDU -12,000.00 24 SCHEDULE NON-COMPLI -458,322.00 25 COMPACTION TEST DEDU -8,000.00 27 SCHEDULE NON-COMPLIA -607,228.00 27 COMPACTION TEST DEDU -4,000.00 28 DAMAGE TO IRRIGATION -10,000.00 28 SCHEDULE NON-COMPLIA -73,959.00 28 DAMAGE TO IRRIGATION 10,000.00 29 REVIEW OF NEW AC MIX -15,000.00 29 SCHEDULE NON-COMPLIA 1,139,509.00 29 REVIEW OF NEW AC MIX 15,000.00 30 REVIEW OF NEW AC MIX -1,500.00 30 JOINT FILLER MATERIA -7,200.00 39 PCCP FAILURE DEDUCTI -1,100.00 39 UNSAT PROGRESS NATIO -333,230.45 40 UNSAT PROGRESS NATIO 333,230.45 42 333,230.45 -158,400.00 LABOR COMPLIANCE VIOLATION JAN.'05 -10,000.00 05 FEB '2005 -10,000.00 06 FEB 2005 10,000.00 07 MARCH 2005 -10,000.00 07 MARCH 05 10,000.00 09 JAN 2005 10,000.00 09 SHORING 10-05 -10,000.00 14 SHORING 10-05 10,000.00 15 OCT 06 -10,000.00 28 OCT 06 10,000.00 29 0.00 0.00 TOTAL DEDUCTIONS 333,230.45 -158,400.00 PROGRAM CAS145 PAGE 1 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 03:02 PM ESTIMATE NO. 42 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 12/26/07 LOCATION RERUN PROGRESS ESTIMATE 07-LA-405-25.9/29.5 ----------------------- BALFOUR BEATTY CONSTR. INC. IN LOS ANGELES COUNTY AT VARIOUS 419 SOUTH HINDRY AVE., STE C LOCATIONS INGLEWOOD, CA 91792 FED. AID NO. ACNH-405 -3(48)N ,I-405 -3(48)N ,STPC-6207(34) CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 2,600.0000 2,600.00 0.650 1,690.00 02 TIME-RELATED OVERHEAD WDAY 14,100.0000 10,857,000.00 19.000 267,900.00 689.000 9,714,900.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 400,000.0000 400,000.00 0.010 4,000.00 0.894 357,600.00 05 TEMPORARY FENCE (TYPE CL-1.8, SLATTED) M 40.0000 140,400.00 2,053.650 82,146.00 S) 06 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.005 500.00 0.985 98,500.00 S) 07 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.005 3,000.00 0.926 555,600.00 S) 08 FLASHING ARROW SIGN EA 2,500.0000 25,000.00 0.000 0.00 S) 09 TYPE II BARRICADE EA 225.0000 72,000.00 50.000 11,250.00 S) 10 TYPE III BARRICADE EA 340.0000 45,900.00 45.000 15,300.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 71,520.00 51.000 1,224.00 1,125.000 27,000.00 S) 12 FLASHING BEACON (PORTABLE) EA 1,385.0000 2,770.00 0.000 0.00 S) 13 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 8,000.00 0.000 0.00 S) 14 TEMPORARY RAILING (TYPE K) M 21.0000 823,200.00 1,043.100 21,905.10 22,615.890 474,933.69 S) 15 TEMPORARY CRASH CUSHION MODULE EA 196.0000 196,000.00 29.000 5,684.00 942.000 184,632.00 S) 16 ABANDON CULVERT M 18.0000 2,160.00 0.000 0.00 17 ABANDON SEWER MANHOLE EA 945.0000 2,835.00 2.000 1,890.00 18 ABANDON SEWER SYSTEM M 15.0000 4,650.00 0.000 0.00 19 OBLITERATE SURFACING M2 10.0000 32,000.00 1,925.000 19,250.00 20 REMOVE WOOD FENCE M 77.0000 462.00 0.000 0.00 S) 21 REMOVE CHAIN LINK FENCE M 22.0000 96,800.00 4,696.613 103,325.49 S) 22 REMOVE METAL BEAM GUARD RAILING M 25.0000 53,250.00 2,029.120 50,728.00 S) PROGRAM CAS145 PAGE 2 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 03:02 PM ESTIMATE NO. 42 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 1,060.00 1,517.000 3,034.00 S) 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 27,600.00 10,609.990 21,219.98 S) STRIPE 25 REMOVE TRAFFIC STRIPE M 1.5000 103,800.00 498.000 747.00 28,214.860 42,322.29 S) 26 REMOVE PAINTED PAVEMENT MARKING M2 16.0000 560.00 26.460 423.36 43.220 691.52 S) 27 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 49,790.00 260.000 338.00 12,806.700 16,648.71 S) 28 TEST YELLOW TRAFFIC STRIPE LS 2,500.0000 2,500.00 0.000 0.00 29 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 16.0000 2,560.00 47.330 757.28 S) 30 REMOVE ROADSIDE SIGN EA 150.0000 31,500.00 25.000 3,750.00 100.000 15,000.00 31 REMOVE ROADSIDE SIGN EA 100.0000 1,700.00 5.000 500.00 18.000 1,800.00 (STRAP AND SADDLE BRACKET METHOD) 32 REMOVE ROADSIDE SIGN PANEL EA 100.0000 3,900.00 0.000 0.00 33 REMOVE SIGN STRUCTURE EA 3,000.0000 66,000.00 17.000 51,000.00 S) 34 REMOVE ASPHALT CONCRETE DIKE M 6.0000 1,980.00 426.760 2,560.56 35 REMOVE PIPE M 25.0000 35,250.00 44.300 1,107.50 499.300 12,482.50 36 REMOVE INLET EA 187.0000 31,790.00 4.000 748.00 72.000 13,464.00 37 REMOVE MANHOLE EA 540.0000 1,080.00 6.000 3,240.00 38 REMOVE RETAINING WALL M 545.0000 550,450.00 1,009.950 550,422.75 39 REMOVE MASONRY WALL M2 40.0000 5,200.00 130.000 5,200.00 40 REMOVE CONCRETE PAVEMENT M2 12.0000 57,600.00 675.000 8,100.00 41 RECONSTRUCT METAL BEAM GUARD RAILING M 80.0000 16,800.00 0.000 0.00 42 RELOCATE GATE EA 800.0000 2,400.00 0.000 0.00 43 RELOCATE ROADSIDE SIGN (METAL POST) EA 300.0000 11,400.00 0.000 0.00 44 ADJUST INLET EA 800.0000 800.00 0.000 0.00 45 ADJUST MANHOLE TO GRADE EA 890.0000 5,340.00 0.000 0.00 46 ADJUST SEWER MANHOLE EA 890.0000 1,780.00 0.000 0.00 47 MODIFY INLET EA 1,800.0000 5,400.00 0.000 0.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.3000 27,820.00 0.000 0.00 S) 49 REMOVE CONCRETE M3 133.0000 408,310.00 484.370 64,421.21 PROGRAM CAS145 PAGE 3 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 03:02 PM ESTIMATE NO. 42 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER M 25.0000 131,000.00 496.000 12,400.00 51 REMOVE CONCRETE (CURB, GUTTER, AND M3 40.0000 140,400.00 7.250 290.00 2,678.460 107,138.40 SIDEWALK) 52 REMOVE BUS PAD M2 40.0000 9,600.00 0.000 0.00 53 REMOVE SOUND WALL M 150.0000 307,500.00 2,088.965 313,344.75 54 REMOVE METAL RAILING M 32.0000 3,168.00 0.000 0.00 55 BRIDGE REMOVAL, LOCATION A LS 290,000.0000 290,000.00 1.000 290,000.00 56 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,000.0000 45,000.00 1.000 45,000.00 57 BRIDGE REMOVAL (PORTION), LOCATION K LS 30,000.0000 30,000.00 1.000 30,000.00 58 BRIDGE REMOVAL (PORTION), LOCATION B LS 34,000.0000 34,000.00 1.000 34,000.00 59 BRIDGE REMOVAL (PORTION), LOCATION L LS 30,000.0000 30,000.00 1.000 30,000.00 60 BRIDGE REMOVAL (PORTION), LOCATION C LS 34,000.0000 34,000.00 1.000 34,000.00 61 BRIDGE REMOVAL (PORTION), LOCATION M LS 35,000.0000 35,000.00 1.000 35,000.00 62 BRIDGE REMOVAL (PORTION), LOCATION D LS 51,000.0000 51,000.00 1.000 51,000.00 63 BRIDGE REMOVAL (PORTION), LOCATION N LS 38,000.0000 38,000.00 1.000 38,000.00 64 BRIDGE REMOVAL (PORTION), LOCATION E LS 27,000.0000 27,000.00 1.000 27,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION F LS 90,000.0000 90,000.00 1.000 90,000.00 66 BRIDGE REMOVAL (PORTION), LOCATION G LS 35,000.0000 35,000.00 1.000 35,000.00 67 BRIDGE REMOVAL (PORTION), LOCATION H LS 28,000.0000 28,000.00 1.000 28,000.00 68 BRIDGE REMOVAL (PORTION), LOCATION I LS 25,000.0000 25,000.00 1.000 25,000.00 69 BRIDGE REMOVAL (PORTION), LOCATION J LS 28,000.0000 28,000.00 1.000 28,000.00 70 JACKING SUPERSTRUCTURE, LOCATION D LS 13,500.0000 13,500.00 1.000 13,500.00 71 JACKING SUPERSTRUCTURE, LOCATION A LS 13,500.0000 13,500.00 0.000 0.00 72 JACKING SUPERSTRUCTURE, LOCATION B LS 13,500.0000 13,500.00 0.000 0.00 73 JACKING SUPERSTRUCTURE, LOCATION C LS 13,500.0000 13,500.00 1.000 13,500.00 74 CLEARING AND GRUBBING LS 456,000.0000 456,000.00 0.980 446,880.00 75 DECOMPOSED GRANITE M3 134.0000 14,740.00 0.000 0.00 76 ROADWAY EXCAVATION M3 35.0000 3,048,850.00 6,034.000 211,190.00 91,499.400 3,202,479.00 PROGRAM CAS145 PAGE 4 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 03:02 PM ESTIMATE NO. 42 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADWAY EXCAVATION (TYPE Y) M3 20.0000 758,000.00 41,804.000 836,080.00 (AERIALLY DEPOSITED LEAD) 78 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 79 STRUCTURE EXCAVATION (BRIDGE) M3 120.0000 1,057,200.00 9,784.000 1,174,080.00 F) 80 STRUCTURE EXCAVATION (RETAINING WALL) M3 31.0000 3,556,723.00 -753.000 -23,343.00 102,093.000 3,164,883.00 F) 81 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 82 STRUCTURE BACKFILL (BRIDGE) M3 64.0000 579,520.00 1,228.000 78,592.00 7,935.000 507,840.00 F) 83 STRUCTURE BACKFILL (RETAINING WALL) M3 15.0000 1,376,730.00 2,350.000 35,250.00 64,642.500 969,637.50 F) 84 PERVIOUS BACKFILL MATERIAL (RETAINING M3 72.0000 677,520.00 6,625.000 477,000.00 F) WALL) 85 HIGHWAY PLANTING LS 600,000.0000 600,000.00 0.170 102,000.00 S) 86 ROCK BLANKET M2 55.0000 37,400.00 0.000 0.00 87 PLANT ESTABLISHMENT WORK LS 136,000.0000 136,000.00 0.000 0.00 S) 88 MAINTAIN EXISTING IRRIGATION FACILITIES LS 41,000.0000 41,000.00 0.000 0.00 S) 89 IRRIGATION SYSTEM LS 740,000.0000 740,000.00 0.015 11,100.00 0.015 11,100.00 S) 90 WATER METER EA 3,300.0000 19,800.00 0.000 0.00 91 200 MM CORRUGATED HIGH DENSITY M 174.0000 22,620.00 128.000 22,272.00 128.000 22,272.00 POLYETHYLENE PIPE CONDUIT 92 200 MM WELDED STEEL PIPE CASING M 456.0000 29,640.00 16.000 7,296.00 93 CLASS 2 AGGREGATE BASE M3 46.0000 37,260.00 0.000 0.00 94 AGGREGATE BASE (APPROACH SLAB) M3 245.0000 26,460.00 34.000 8,330.00 95 CLASS 3 AGGREGATE BASE M3 37.0000 1,258,000.00 16,248.830 601,206.71 96 LEAN CONCRETE BASE M3 93.0000 1,757,700.00 405.050 37,669.65 6,108.680 568,107.24 97 ASPHALT CONCRETE (TYPE B) TONN 103.0000 6,097,600.00 782.350 80,582.05 22,640.330 2,331,953.99 98 GEOFABRIC WOVEN (TYPE 200 WS) M2 2.0000 5,760.00 0.000 0.00 99 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 31.0000 124,930.00 1,871.360 58,012.16 3,553.760 110,166.56 AREA) 00 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 3,900.00 0.000 0.00 01 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 10.0000 500.00 0.000 0.00 02 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 27,600.00 0.000 0.00 03 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 3,400.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 03:02 PM ESTIMATE NO. 42 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE PAVEMENT M3 130.0000 4,342,000.00 286.700 37,271.00 10,747.210 1,397,137.30 05 CONCRETE PAVEMENT M3 659.0000 230,650.00 113.120 74,546.08 350.570 231,025.63 (RAPID STRENGHT CONCRETE) 06 SEAL LONGITUDINAL ISOLATION JOINT M 7.0000 66,430.00 1,150.000 8,050.00 07 TIE BAR (DRILL AND BOND) EA 6.0000 5,520.00 79.000 474.00 08 GRIND EXISTING CONCRETE M2 10.0000 14,500.00 0.000 0.00 S) PAVEMENT 09 FURNISH STEEL PILING (HP 360 X 132) M 80.0000 340,960.00 3,907.000 312,560.00 10 DRIVE STEEL PILE (HP 360 X 132) EA 1,000.0000 512,000.00 451.000 451,000.00 S) 11 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 661,980.00 6,052.320 665,755.20 S) PILING 12 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 162.0000 45,360.00 0.000 0.00 S) PILING (SOUND WALL) 13 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 325.0000 74,100.00 254.400 82,680.00 S) PILING 14 FURNISH PILING (CLASS 900) M 180.0000 1,573,380.00 9,780.340 1,760,461.20 (ALTERNATIVE W) 15 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,000.0000 776,000.00 786.000 786,000.00 S) 16 FURNISH PILING (CLASS 625) M 50.0000 12,000.00 230.000 11,500.00 17 DRIVE PILE (CLASS 625) EA 1,000.0000 37,000.00 37.000 37,000.00 S) 18 FURNISH PILING (CLASS 625C) M 50.0000 257,950.00 4,592.488 229,624.40 (ALTERNATIVE X) 19 DRIVE PILE (CLASS 625C) EA 1,000.0000 519,000.00 476.000 476,000.00 S) (ALTERNATIVE X) 20 FURNISH PILING (CLASS 400C) M 60.0000 168,900.00 2,811.540 168,692.40 21 FURNISH PILING (CLASS 400 C) M 50.0000 176,350.00 3,566.500 178,325.00 (ALTERNATIVE X) 22 DRIVE PILE (CLASS 400C) EA 1,000.0000 436,000.00 272.000 272,000.00 S) 23 DRIVE PILE (CLASS 400 C) EA 1,000.0000 350,000.00 392.000 392,000.00 S) (ALTERNATIVE X) 24 FURNISH PILING (CLASS 400) M 50.0000 13,000.00 262.300 13,115.00 25 DRIVE PILE (CLASS 400) EA 1,000.0000 34,000.00 34.000 34,000.00 S) 26 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 174.0000 45,240.00 0.000 0.00 S) PILING 27 PRESTRESSING CAST-IN-PLACE CONCRETE LS 320,000.0000 320,000.00 0.896 286,720.00 S) 28 TIEDOWN ANCHOR EA 3,200.0000 393,600.00 22.000 70,400.00 S) 29 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 889,000.00 2,973.500 1,040,725.00 F) 30 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 6,813,750.00 143.160 107,370.00 8,884.200 6,663,150.00 F) PROGRAM CAS145 PAGE 6 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 03:02 PM ESTIMATE NO. 42 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, RETAINING WALL M3 231.0000 9,255,246.00 852.230 196,865.13 33,183.513 7,665,391.50 F) 32 STRUCTURAL CONCRETE, BARRIER SLAB M3 748.0000 144,364.00 71.000 53,108.00 185.000 138,380.00 F) 33 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 31,200.00 22.000 17,600.00 F) (TYPE EQ) 34 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 720,500.00 31.800 15,900.00 798.060 399,030.00 F) (TYPE N) 35 STRUCTURAL CONCRETE, APPROACH SLAB M3 620.0000 435,860.00 36.300 22,506.00 283.050 175,491.00 F) (TYPE R) 36 CLASS 1 CONCRETE (BOX CULVERT) M3 700.0000 152,600.00 211.000 147,700.00 F) 37 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 904,800.00 14.040 16,848.00 371.780 446,136.00 F) 38 MINOR CONCRETE (SOUND WALL) M3 979.0000 142,934.00 4.900 4,797.10 F) 39 PAVING NOTCH EXTENSION M3 2,600.0000 65,000.00 11.110 28,886.00 40 ARCHITECTURAL TREATMENT M2 42.0000 550,200.00 8,412.850 353,339.70 F) 41 DRILL AND BOND DOWEL M 47.0000 121,730.00 2,357.170 110,786.99 42 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 216,000.00 24.000 216,000.00 S) GIRDER (20 M - 25 M) 43 ERECT PRECAST CONCRETE GIRDER EA 1,710.0000 41,040.00 24.000 41,040.00 S) 44 REFINISH BRIDGE DECK M2 130.0000 44,200.00 26.000 3,380.00 278.500 36,205.00 45 SOUND WALL (MASONRY BLOCK) M2 150.0000 4,274,100.00 2,156.800 323,520.00 10,604.800 1,590,720.00 SF) 46 MASONRY BLOCK WALL M2 150.0000 72,000.00 16.740 2,511.00 S) 47 JOINT SEAL (MR 30 MM) M 130.0000 29,900.00 0.000 0.00 S) 48 JOINT SEAL (MR 15 MM) M 100.0000 40,800.00 0.000 0.00 S) 49 JOINT SEAL (MR 25 MM) M 115.0000 8,165.00 0.000 0.00 S) 50 JOINT SEAL (MR 40 MM) M 150.0000 16,500.00 0.000 0.00 S) 51 JOINT SEAL (MR 50 MM) M 200.0000 14,000.00 0.000 0.00 S) 52 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 3,858,200.00 7,369.000 18,422.50 1,843,534.000 4,608,835.00 SF) 53 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 7,039,490.00 57,212.000 143,030.00 2,529,832.411 6,324,581.03 SF) 54 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 83,450.00 32,700.000 81,750.00 SF) 55 FURNISH STRUCTURAL STEEL (BRIDGE) KG 5.9000 297,360.00 49,553.000 292,362.70 SF) 56 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.8600 43,344.00 50,400.000 43,344.00 SF) 57 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 1,338,000.00 33,583.000 201,498.00 33,583.000 201,498.00 F) PROGRAM CAS145 PAGE 7 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 03:02 PM ESTIMATE NO. 42 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 INSTALL SIGN STRUCTURE (TRUSS) KG 1.5000 346,500.00 33,583.000 50,374.50 33,583.000 50,374.50 SF) 59 760 MM CAST-IN-DRILLED-HOLE M 1,200.0000 39,600.00 0.100 120.00 23.700 28,440.00 S) CONCRETE PILE (SIGN FOUNDATION) 60 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 137,200.00 27.600 38,640.00 S) CONCRETE PILE (SIGN FOUNDATION) 61 1000 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 13,500.00 8.500 12,750.00 8.500 12,750.00 S) PILE (SIGN FOUNDATION) 62 1370 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 108,000.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 63 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 54,000.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 64 METAL (BARRIER MOUNTED SIGN) KG 12.0000 36,360.00 0.000 0.00 65 METAL (SOUND WALL MOUNTED SIGN) KG 12.0000 28,680.00 0.000 0.00 66 ROADSIDE SIGN (METAL POST) EA 200.0000 15,200.00 0.000 0.00 67 ROADSIDE SIGN - ONE POST EA 300.0000 21,600.00 0.000 0.00 68 ROADSIDE SIGN - TWO POST EA 600.0000 22,200.00 0.000 0.00 69 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 140.0000 16,800.00 0.000 0.00 METHOD) 70 INSTALL SIGN OVERLAY EA 150.0000 450.00 0.000 0.00 71 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 500.0000 6,000.00 0.000 0.00 72 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 4,400.00 0.000 0.00 73 INSTALL SIGN PANEL ON SOUND WALL EA 200.0000 4,800.00 0.000 0.00 74 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 0.900 90,000.00 S) 75 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 8,500.0000 51,000.00 0.000 0.00 S) 76 WORK AREA MONITORING LS 12,000.0000 12,000.00 0.800 9,600.00 S) 77 300 MM PLASTIC PIPE M 127.0000 13,970.00 0.000 0.00 78 300 MM REINFORCED CONCRETE PIPE M 885.0000 885.00 0.000 0.00 79 450 MM REINFORCED CONCRETE PIPE M 235.0000 185,650.00 58.600 13,771.00 538.200 126,477.00 80 600 MM REINFORCED CONCRETE PIPE M 245.0000 548,800.00 12.700 3,111.50 1,441.300 353,118.50 81 825 MM REINFORCED CONCRETE PIPE M 475.0000 6,175.00 0.000 0.00 82 900 MM REINFORCED CONCRETE PIPE M 1,230.0000 2,460.00 0.000 0.00 83 1200 MM REINFORCED CONCRETE PIPE M 730.0000 2,920.00 0.000 0.00 84 1350 MM REINFORCED CONCRETE PIPE M 420.0000 46,200.00 94.500 39,690.00 PROGRAM CAS145 PAGE 8 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 03:02 PM ESTIMATE NO. 42 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 450 MM SLOTTED CORRUGATED STEEL PIPE M 380.0000 247,000.00 0.000 0.00 (2.01 MM THICK) 86 100 MM PLASTIC PIPE UNDERDRAIN M 192.0000 1,728.00 0.000 0.00 87 150 MM PLASTIC PIPE M 141.0000 8,037.00 0.000 0.00 88 CLEANOUT ASSEMBLY (EDGE DRAIN) EA 975.0000 975.00 0.000 0.00 89 80 MM PLASTIC PIPE (EDGE DRAIN) M 38.0000 371,260.00 590.700 22,446.60 4,050.413 153,915.69 90 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 85.0000 78,200.00 65.300 5,550.50 272.400 23,154.00 91 450 MM CONCRETE FLARED END SECTION EA 747.0000 8,964.00 5.000 3,735.00 92 600 MM CONCRETE FLARED END SECTION EA 757.0000 757.00 0.000 0.00 93 900 MM PRECAST CONCRETE PIPE MANHOLE M 793.0000 3,965.00 2.200 1,744.60 94 200 MM CLAY SEWER PIPE M 305.0000 48,800.00 155.200 47,336.00 S) 95 150 MM SEWER PIPE (LATERAL) M 252.0000 15,876.00 99.000 24,948.00 96 200 MM POLYVINYL CHLORIDE SEWER PIPE M 174.0000 27,840.00 175.900 30,606.60 97 SEWER MANHOLE FRAME AND COVER EA 350.0000 3,150.00 10.000 3,500.00 S) 98 CONCRETE SEWER MANHOLE EA 2,900.0000 26,100.00 10.000 29,000.00 S) 99 MINOR CONCRETE (PIPE ENCASEMENT) M3 472.0000 14,632.00 1.500 708.00 00 MINOR CONCRETE (BACKFILL) M3 153.0000 5,814.00 44.150 6,754.95 01 ROCK SLOPE PROTECTION M3 191.0000 573.00 1.460 278.86 1.460 278.86 (FACING, METHOD B) 02 MINOR CONCRETE (DITCH LINING) M3 150.0000 4,950.00 0.000 0.00 03 MINOR CONCRETE (CHANNEL LINING) M3 611.0000 183,300.00 0.000 0.00 04 ROCK SLOPE PROTECTION FABRIC M2 18.0000 234.00 6.200 111.60 6.200 111.60 05 MINOR CONCRETE (GUTTER DEPRESSION) M3 1,500.0000 30,000.00 6.310 9,465.00 06 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 542.0000 726,280.00 276.914 150,087.39 AND DRIVEWAY) 07 MINOR CONCRETE (GUTTER) M 88.0000 122,760.00 200.000 17,600.00 F) 08 CURB DRAIN EA 1,389.0000 2,778.00 0.000 0.00 09 MINOR CONCRETE (STAMPED CONCRETE) M3 1,015.0000 30,450.00 0.000 0.00 10 MINOR CONCRETE (COLOR TEXTURE PAVING) M2 56.0000 248,640.00 0.000 0.00 11 MINOR CONCRETE (BUS PAD) M3 455.0000 21,385.00 47.000 21,385.00 PROGRAM CAS145 PAGE 9 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 03:02 PM ESTIMATE NO. 42 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 MINOR CONCRETE (CURB RAMP) M3 589.0000 29,450.00 0.000 0.00 13 MISCELLANEOUS IRON AND STEEL KG 4.0000 252,400.00 2,420.000 9,680.00 16,382.000 65,528.00 SF) 14 MISCELLANEOUS METAL (BRIDGE) KG 5.2000 31,902.00 4,675.000 24,310.00 SF) 15 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 33,000.00 18.300 915.00 S) 16 WOOD FENCE M 100.0000 700.00 0.000 0.00 S) 17 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 26,400.00 0.000 0.00 S) 18 4.88 M CHAIN LINK GATE (TYPE CL-1.8) EA 4,000.0000 4,000.00 0.000 0.00 S) 19 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,000.0000 3,000.00 0.000 0.00 S) 20 DELINEATOR (CLASS 1) EA 41.0000 1,230.00 0.000 0.00 21 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 5,000.00 0.000 0.00 22 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 35,000.00 0.000 0.00 S) 23 CHAIN LINK RAILING (TYPE 7) M 150.0000 117,750.00 134.000 20,100.00 134.000 20,100.00 SF) 24 CONCRETE BARRIER (TYPE 26 MODIFIED) M 355.0000 50,055.00 70.500 25,027.50 F) 25 CONCRETE BARRIER (TYPE 27B MODIFIED) M 240.0000 9,600.00 53.150 12,756.00 26 CONCRETE BARRIER (TYPE 60R MODIFIED) M 140.0000 25,200.00 0.000 0.00 27 CONCRETE BARRIER (TYPE 60W) M 70.0000 186,200.00 221.830 15,528.10 28 CABLE RAILING M 50.0000 39,050.00 100.000 5,000.00 SF) 29 TERMINAL SECTION (TYPE B) EA 200.0000 800.00 0.000 0.00 S) 30 TERMINAL SECTION (TYPE C) EA 200.0000 200.00 0.000 0.00 S) 31 TERMINAL SYSTEM (TYPE ET) EA 3,500.0000 17,500.00 0.000 0.00 S) 32 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 32,500.00 0.000 0.00 S) 33 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 5,600.00 0.000 0.00 S) 34 CRASH CUSHION (REACT 9SCBS) EA 50,000.0000 150,000.00 0.000 0.00 S) 35 CONCRETE BARRIER (TYPE 60) M 65.0000 132,600.00 81.110 5,272.15 36 CONCRETE BARRIER (TYPE 60A) M 180.0000 14,580.00 18.310 3,295.80 F) 37 CONCRETE BARRIER M 235.0000 68,855.00 0.000 0.00 F) (TYPE 60 A MODIFIED) 38 CONCRETE BARRIER M 200.0000 86,600.00 42.230 8,446.00 F) (TYPE 60 D MODIFIED) PROGRAM CAS145 PAGE 10 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 03:02 PM ESTIMATE NO. 42 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CONCRETE BARRIER (TYPE 60D) M 70.0000 113,750.00 0.000 0.00 F) 40 CONCRETE BARRIER (TYPE 732 MODIFIED) M 150.0000 21,900.00 0.000 0.00 F) 41 CONCRETE BARRIER (TYPE 732) M 250.0000 2,750.00 0.000 0.00 42 CONCRETE BARRIER (TYPE 736) M 237.0000 37,683.00 159.000 37,683.00 F) 43 CONCRETE BARRIER (TYPE 736 SV) M 345.0000 303,600.00 966.000 333,270.00 44 CONCRETE BARRIER (TYPE 736A) M 290.0000 652,500.00 1,800.000 522,000.00 F) 45 CONCRETE BARRIER (TYPE 736A MODIFIED) M 300.0000 1,308,000.00 2,548.000 764,400.00 F) 46 CONCRETE BARRIER (TYPE 736B) M 500.0000 2,000.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 661,800.00 1,169.000 350,700.00 F) 48 THERMOPLASTIC PAVEMENT MARKING M2 24.0000 30,480.00 7.050 169.20 93.570 2,245.68 S) 49 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 7,330.00 2,546.880 2,546.88 S) 50 100 MM INVERTED PROFILE THERMOPLASTIC M 2.7500 227,975.00 0.000 0.00 S) TRAFFIC STRIPE 51 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 17,720.00 0.000 0.00 S) 52 200 MM INVERTED PROFILE THERMOPLASTIC M 5.0000 41,650.00 301.000 1,505.00 S) TRAFFIC STRIPE 53 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,660.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 54 100 MM INVERTED PROFILE THERMOPLASTIC M 2.5000 130,250.00 0.000 0.00 S) TRAFFIC STRIPE (BROKEN 10.98 M - 3.66 M) 55 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,060.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 56 100 MM INVERTED PROFILE THERMOPLASTIC M 2.5000 4,400.00 0.000 0.00 S) TRAFFIC STRIPE (BROKEN 5.18 M - 2.14 M) 57 200 MM INVERTED PROFILE THERMOPLASTIC M 5.0000 9,750.00 0.000 0.00 S) TRAFFIC STRIPE (BROKEN 11.00M - 3.50 M) 58 PAINT TRAFFIC STRIPE (2-COAT) M 0.6600 48,378.00 5,033.000 3,321.78 57,239.620 37,778.15 S) 59 100 MM PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 30,650.00 428.000 214.00 55,476.060 27,738.03 S) (BROKEN 10.98 M - 3.66 M) 60 100 MM PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 1,445.00 384.000 192.00 1,782.000 891.00 S) (BROKEN 5.18 M - 2.14 M) 61 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 46,650.00 15,542.000 23,313.00 S) 62 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 63,000.00 135.000 405.00 8,165.000 24,495.00 S) 63 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 0.230 23,000.00 S) (CITY STREET LOCATION 1) 64 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 0.040 6,400.00 0.370 59,200.00 S) (CITY STREET LOCATION 2) 65 SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.030 3,600.00 0.400 48,000.00 S) (CITY STREET LOCATION 3) PROGRAM CAS145 PAGE 11 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 03:02 PM ESTIMATE NO. 42 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 SIGNAL AND LIGHTING LS 190,000.0000 190,000.00 0.010 1,900.00 0.240 45,600.00 S) (CITY STREET LOCATION 4) 67 SIGNAL AND LIGHTING LS 70,000.0000 70,000.00 0.180 12,600.00 S) (CITY STREET LOCATION 5) 68 SIGNAL AND LIGHTING LS 30,000.0000 30,000.00 0.580 17,400.00 S) (CITY STREET LOCATION 6) 69 LIGHTING (TEMPORARY) LS 120,000.0000 120,000.00 0.830 99,600.00 S) 70 LIGHTING (CITY STREET) LS 730,000.0000 730,000.00 0.040 29,200.00 0.430 313,900.00 S) 71 CHANGEABLE MESSAGE SIGN NO. SD245 LS 2,400.0000 2,400.00 0.300 720.00 S) (KP 39.4) 72 RELOCATE CHANGEABLE MESSAGE SIGN LS 3,000.0000 3,000.00 0.640 1,920.00 S) NO. 35 (KP 44.8) 73 CHANGEABLE MESSAGE SIGN NO. MA019 LS 2,400.0000 2,400.00 0.720 1,728.00 S) (KP 3.2) 74 RELOCATE CHANGEABLE MESSAGE SIGN LS 3,000.0000 3,000.00 0.300 900.00 S) NO. 58 (KP 45.2) 75 REMOVE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 1.000 12,000.00 S) NO. 33 (KP 45.9) 76 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,500.0000 24,500.00 0.000 0.00 77 ELECTRIC SERVICE (IRRIGATION) LS 30,000.0000 30,000.00 0.000 0.00 S) 78 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 1220,000.0000 1,220,000.00 0.330 402,600.00 S) 79 RELOCATE TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 0.000 0.00 S) (TMS) 2YYY (KP 45.9) 80 MODIFY COUNT STATION 2426 (KP 47.5) LS 50,000.0000 50,000.00 0.030 1,500.00 S) 81 MVDS SD261 LS 15,000.0000 15,000.00 0.970 14,550.00 S) 82 MVDS DS278 LS 15,000.0000 15,000.00 0.970 14,550.00 S) 83 MVDS SD295 LS 15,000.0000 15,000.00 0.900 13,500.00 S) 84 CLOSED CIRCUIT TELEVISION CAMERA SD245 LS 5,000.0000 5,000.00 0.360 1,800.00 S) (KP 39.4) 85 RELOCATE CLOSED CIRCUIT TELEVISION LS 10,000.0000 10,000.00 0.000 0.00 S) CAMERA SD267 (KP 43.3) 86 RELOCATE CLOSED CIRCUIT TELEVISION LS 20,000.0000 20,000.00 0.090 1,800.00 S) CAMERA SD278 (KP 44.7) 87 RELOCATE CLOSED CIRCUIT TELEVISION LS 10,000.0000 10,000.00 0.000 0.00 S) CAMERA SD284 (KP 45.7) 88 MODIFY RAMP METERING SYSTEM LS 300,000.0000 300,000.00 0.280 84,000.00 S) 89 MODIFY CABLE NODE(KP 47.5) LS 50,000.0000 50,000.00 0.000 0.00 S) 90 REMOVE EXISTING SIGNAL EQUIPMENT LS 10,000.0000 10,000.00 0.000 0.00 S) 91 MODIFY SIGNAL AND LIGHTING LS 780,000.0000 780,000.00 0.040 31,200.00 0.090 70,200.00 S) 92 MODIFY LIGHTING AND SIGN ILLUMINATION LS 1200,000.0000 1,200,000.00 0.010 12,000.00 0.550 660,000.00 S) PROGRAM CAS145 PAGE 12 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 03:02 PM ESTIMATE NO. 42 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 93 TRAFFIC OPERATIONAL SYSTEM NETWORK LS 10,000.0000 10,000.00 0.000 0.00 S) (TOSNET) 94 SYSTEM TESTING AND DOCUMENTATION LS 10,000.0000 10,000.00 0.000 0.00 S) 95 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 96 TIE BAR (LONGITUDINAL ISOLATION JOINT) EA 6.2000 78,740.00 4,941.000 30,634.20 PROGRAM CAS145 PAGE 13 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1178U4 TIME 03:02 PM ESTIMATE NO. 42 BID OPENING 06/03/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/07 R.E. NAME: VENTOCILLA, JOSE DATE OF THIS ESTIMATE 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,264,603.07 72,353,827.46 ADJUSTMENT OF COMPENSATION -6,258.80 -110,990.23 EXTRA WORK 31,967.20 5,775,716.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,290,311.47 78,018,553.48 97 MOBILIZATION LS 580,000.0000 10,580,000.00 1.000 10,580,000.00 ORIGINAL CONTRACT AMOUNT 113,211,982.00 TOTAL WORK COMPLETED 2,290,311.47 88,598,553.48 MATERIALS ON HAND ON SITE 1,300,947.32 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 333,230.45 -158,400.00 TOTAL 2,623,541.92 89,741,100.80 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 10/06/04 1020 10/21/04 10/21/04 04/23/09 689 102 0 0 73% 89% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING TIME EXT VENTOCILLA, JOSE RESIDENT ENGINEER PROGRAM CAS145 DATE 12/26/07