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 01/26/07 EST. NO.42 TIME 11:37 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 1234 942.59 E.W. @ F.A.(+) 062606 Y 4730.0 1239 320.01 110706 Y 4745.0 1263 688.69 111506 Y 4820.0 1270 619.64 111406 Y 4832.0 1300 157.87 091505 Y 4893.0 1302 1,105.90 120706 Y 4903.0 1310 449.33 120406 Y 4923.0 1316 166.82 033105 Y 953 0 1317 439.57 051205 Y 1223 0 1318 173.75 051805 Y 1269 0 1319 197.77 051905 Y 1291 0 1320 153.00 040505 Y 0995.2 1321 152.59 050905 Y 1200.2 1322 164.87 051105 Y 1209.1 1323 626.24 051305 Y 1220.1 1324 879.68 121706 Y 1243.1 1325 687.13 121706 Y 1266.1 1326 484.90 051805 Y 1268.1 1327 63.80 052605 Y 1339.1 1328 106.22 112806 Y 4935.0 1329 489.71 111406 Y 4936.0 1331 126.34 120706 Y 4938.0 1332 112.30 120606 Y 4940.0 1333 859.18 121106 Y 4963.0 1334 610.93 121306 Y 4964.0 1335 472.13 121206 Y 4965.0 1336 254.56 121406 Y 4966.0 1337 373.79 121506 Y 4970.0 1338 166.74 121506 Y 4983.0 1339 691.88 121506 Y 4984.0 1340 691.88 121406 Y 4985.0 1341 691.88 121306 Y 4986.0 1342 691.88 121206 Y 4987.0 1343 691.88 121106 Y 4988.0 1344 223.80 121406 Y 4989.0 1345 223.80 121306 Y 4990.0 1346 223.80 121206 Y 4991.0 1347 164.54 121206 Y 4992.0 1348 166.74 121106 Y 4993.0 1349 269.50 121306 Y 4994.0 1350 492.63 110306 Y 5000.0 1351 171.66 110606 Y 5001.0 1352 589.73 122106 Y 5018.0 1353 215.63 122006 Y 5019.0 1354 212.45 122006 Y 5020.0 1355 442.29 122006 Y 5021.0 1356 234.79 121906 Y 5022.0 1357 215.63 121906 Y 5023.0 1358 247.82 121806 Y 5024.0 1359 1,573.97 112006 Y 5025.0 1360 230.28 111506 Y 5026.0 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 01/26/07 EST. NO.42 TIME 11:37 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 1361 471.01 111306 Y 5027.0 1363 234.79 121806 Y 5029.0 1364 28.87 122705 Y 2515.1 1365 30.19 122805 Y 2516.1 1366 30.19 122905 Y 2517.1 1367 30.74 011006 Y 2566.1 1368 28.87 011306 Y 2569.1 1369 38.26 011606 Y 2572.1 1370 28.87 010506 Y 2634.1 1371 28.87 011306 Y 2637.1 1372 28.87 010506 Y 2639.1 1373 30.26 011806 Y 2686.1 1375 224.60 122606 Y 5124.0 1377 275.59 122606 Y 5126.0 1380 542.41 122906 Y 5075.0 1381 688.69 010507 Y 5099.0 1382 688.69 010407 Y 5100.0 1383 688.69 010307 Y 5101.0 1384 688.69 010207 Y 5102.0 1385 215.63 010407 Y 5103.0 1386 212.45 010307 Y 5104.0 1388 215.63 010307 Y 5106.0 1389 215.63 010207 Y 5107.0 1390 212.45 010207 Y 5108.0 1391 161.72 122106 Y 5109.0 003 0020 504.49 E.W. @ F.A.(+) 072706 Y 4956.0 0022 1,020.96 091906 Y 5032.0 0023 509.47 103106 Y 5033.0 004 0039 600.00 E.W. @ F.A.(+) 092706 Y 4957.0 005 0033 48,906.61 A.C. @ U.P.(+) 011107 N 0033 0 006 0606 14.31 E.W. @ F.A.(+) 120506 Y 4941.0 009 0323 1,334.39 E.W. @ F.A.(+) 080906 N 4330 0 0324 525.55 081006 N 4333 0 0325 2,497.29 081406 N 4335 0 0326 1,305.88 081706 N 4336 0 011 0140 426.00 E.W. @ F.A.(+) 121506 Y 4995.0 0141 412.80 122206 Y 5030.0 0142 110.00 122906 Y 5123.0 0143 320.00 010507 Y 5098.0 013 0118 806.07 E.W. @ F.A.(+) 102406 Y 4653.0 014 0169 1,525.80 E.W. @ F.A.(+) 073106 N 4927.0 0170 608.01 082306 N 4928.0 0171 676.52 121506 N 5055.0 0172 331.39 121806 N 5056.0 0173 524.09 122106 N 5057.0 0174 2,298.87 122606 N 5058.0 0175 1,540.28 122806 N 5128.0 019 0038 575.00 E.W. @ F.A.(+) 112806 Y 4894.0 022 0113 721.64 E.W. @ F.A.(+) 110106 Y 4718.0 0117 115.13 112806 Y 5002.0 0118 369.48 122006 Y 5014.0 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 01/26/07 EST. NO.42 TIME 11:37 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0120 115.13 010207 Y 5110.0 0121 230.28 010207 Y 5111.0 027 0143 254.96 E.W. @ F.A.(+) 121506 Y 4980.0 0144 1,019.84 121406 Y 4981.0 0145 285.50 121406 Y 4982.0 031 0193 438.77 E.W. @ F.A.(+) 101606 Y 4589.0 0205 243.50 111606 Y 4814.0 0210 512.63 112006 Y 4870.0 0213 288.90 120806 Y 4905.0 0214 319.20 120706 Y 4906.0 0219 242.23 121206 Y 4979.0 0220 1,119.82 121806 Y 5008.0 0221 481.29 010507 Y 5068.0 0222 144.86 010507 Y 5069.0 0223 73.19 010507 Y 5070.0 0224 481.29 010407 Y 5071.0 0225 481.29 010307 Y 5072.0 0226 421.71 010207 Y 5073.0 046 0405 1,354.43 E.W. @ F.A.(+) 110806 Y 4751.0 0410 1,036.46 111006 Y 4762.0 0413 807.63 110806 Y 4765.0 0418 571.41 111406 Y 4815.0 0426 1,321.45 113006 Y 4858.0 0427 301.89 112906 Y 4859.0 0429-1 -3,001.17 041106 Y 3139.1 DAO CORRECTING ENTRY 0429-2 2,443.32 041106 Y 3139.1 DAO CORRECTING ENTRY 0430 626.27 041806 Y 3230.2 0431 6,371.03 042006 Y 3231.1 0432 650.73 062906 Y 3762.2 0433 9,773.44 042106 Y 4896.0 0437 2,174.64 120206 Y 4910.0 0440 325.95 120706 Y 4939.0 0441 1,291.95 112206 Y 4944.0 0442 732.60 121806 Y 4999.0 0443 1,016.78 010507 Y 5082.0 0444 610.06 010307 Y 5083.0 0445 3,180.74 010407 Y 5096.0 0446 1,670.80 100606 Y 5097.0 0448 286.59 062206 Y 5129.0 050 0002 196.92 E.W. @ F.A.(+) 102006 Y 4629.0 0003 1,964.40 102406 Y 4633.0 0005 1,325.56 102706 Y 4644.0 0007 1,325.56 102506 Y 4646.0 0008 561.88 103006 Y 4693.0 0009 1,234.25 110306 Y 4709.0 0010 435.58 110606 Y 4803.0 0011 1,230.38 110706 Y 4804.0 0012 374.55 112206 Y 4841.0 0013 1,298.96 111506 Y 4848.0 0014 820.30 111406 Y 4868.0 0015 1,730.18 111506 Y 4869.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 01/26/07 EST. NO.42 TIME 11:37 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0016 1,663.78 120106 Y 4895.0 0017 2,179.00 120406 Y 4902.0 0018 1,243.41 113006 Y 4943.0 0019 1,212.78 111606 Y 4945.0 0020 1,669.47 111606 Y 4947.0 0021 828.98 102306 Y 4948.0 0022 1,642.11 121406 Y 4968.0 0023 1,252.07 121506 Y 5012.0 0024 310.19 110906 Y 5013.0 0025 2,175.74 010307 Y 5081.0 0026 1,041.97 010407 Y 5095.0 0027 1,021.72 011107 Y 5194.0 053 0003 12,170.97 E.W. @ U.P (+) 011107 N 0003 0 069 0017 1,366.10 E.W. @ F.A.(+) 100606 Y 4597.1 0018 1,665.00 100506 Y 4930.0 0019 2,192.99 100606 Y 4949.0 074 0002 9,743.80 E.W. @ U.P (+) 012207 N 0002 0 077 0005 49,780.79 A.C. @ U.P.(+) 012607 N 0005 0 079 0094 233.74 E.W. @ F.A.(+) 121106 Y 4967.0 0095 120.14 121306 Y 4969.0 0096 2,213.70 121806 Y 4997.0 0097 1,939.01 111306 Y 4998.0 0099 3,678.55 120106 N 5203 0 080 0008 11,209.19 A.C. @ L.S.(+) 011907 N 0008 0 082 0144 1,820.61 E.W. @ F.A.(+) 111506 Y 4807.0 0146 167.09 112006 Y 4840.0 0149 132.97 122006 Y 5011.0 0150 340.01 011507 Y 5130.0 089 0001 7,394.87 E.W. @ U.P (+) 010507 N 0001 0 095 0010 2,647.40 A.C. @ L.S.(+) 011907 N 0010 0 0011 41,422.06 011907 N 0011 0 097 0001 820.26 E.W. @ F.A.(+) 100406 Y 4802.0 0002 551.50 100506 Y 4833.0 0003 738.26 100306 Y 4834.0 0004 1,240.56 100206 Y 4835.0 0006 969.42 122606 Y 5074.0 098 0001 153,814.84 A.C. @ L.S.(+) 012007 N 1 0 106 0006 1,430.88 E.W. @ F.A.(+) 112106 Y 5009.0 121 0062 213.00 E.W. @ F.A.(+) 041206 Y 4946.0 0063 16,815.44 A.C. @ L.S.(+) 012007 N 0063 0 149 0070 3,186.02 E.W. @ F.A.(+) 100605 Y 2222.2 0071 91.30 100605 Y 2222.3 0072 419.76 100206 Y 4503 0 155 0003 36,983.31 A.C. @ L.S.(+) 011807 N 0003 0 162 0018 1,430.88 E.W. @ F.A.(+) 122206 Y 5010.0 171 0001 7,559.30 E.W. @ L.S.(+) 091605 N 1 0 173 0006 30,460.88 E.W. @ U.P (+) 012007 N 0006 0 184 0011 563.00 E.W. @ F.A.(+) 013106 Y 2708.2 187 0029 182.08 E.W. @ F.A.(+) 011106 Y 2834.2 200 0027 91.05 E.W. @ F.A.(+) 020306 Y 3492.1 203 0013 99,755.61 A.C. @ U.P.(+) 012007 N 13 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 01/26/07 EST. NO.42 TIME 11:37 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0014 -27,701.79 A.C. @ U.P.(-) 012007 N 14 0 208 0003 18,309.80 A.C. @ U.P.(+) 011806 N 0003 0 213 0002 709.23 E.W. @ F.A.(+) 041406 Y 5132.0 0003 185.00 041106 Y 5133.0 219 0005 3,577.48 E.W. @ F.A.(+) 110806 Y 4755.0 229 0001 1,173.10 E.W. @ F.A.(+) 051106 Y 5134.0 0002 788.19 051006 Y 5135.0 242 0034 1,808.62 E.W. @ F.A.(+) 110806 Y 4757.0 0035 3,424.35 071606 Y 4013.1 248 0041 562.18 E.W. @ F.A.(+) 100206 N 4792.0 0042 749.58 100206 Y 4839.0 259 0003 315.41 E.W. @ F.A.(+) 060106 Y 4929.0 0004 800.55 061206 Y 4950.0 0005 780.56 060606 Y 4951.0 0006 1,136.51 060206 Y 4952.0 0007 303.42 060106 Y 4953.0 267 0004 2,321.85 E.W. @ F.A.(+) 111506 Y 4971.0 0005 1,365.93 111406 Y 4972.0 0006 1,026.72 110206 Y 4973.0 0007 1,039.06 100506 Y 4974.0 0008 586.00 071206 Y 4975.0 0009 391.27 070606 Y 4976.0 0010 1,765.35 071106 Y 4977.0 269 0002 997.44 E.W. @ F.A.(+) 010307 Y 5113.0 0003 2,425.63 121306 Y 5114.0 0004 2,465.05 112006 Y 5115.0 0005 1,932.00 120106 Y 5116.0 0006 2,366.86 112906 Y 5117.0 0007 1,983.93 113006 Y 5118.0 0009 1,091.39 122206 Y 5120.0 0010 1,091.39 122106 Y 5121.0 0012 2,425.63 122006 Y 5127.0 0013 572.86 121506 Y 5059.0 0014 2,435.15 010407 Y 5064.0 0015 5,966.39 120106 Y 5067.0 0016 2,220.96 121106 Y 5076.0 0017 2,402.40 121406 Y 5078.0 0018 2,181.41 121506 Y 5079.0 0019 1,233.45 120406 Y 5080.0 0020 1,334.24 122106 Y 5086.0 0021 1,356.87 121906 Y 5087.0 0022 1,947.93 121806 Y 5088.0 0023 1,492.45 121506 Y 5089.0 0024 1,302.58 121406 Y 5090.0 0025 423.33 121106 Y 5091.0 0026 1,984.70 010307 Y 5092.0 0027 1,212.51 112806 Y 5093.0 0028 1,932.00 120806 Y 5094.0 0030 1,334.24 122206 Y 5085.0 281 0001 6,336.64 E.W. @ L.S.(+) 011907 N 0001 0 283 0001 1,096.28 E.W. @ F.A.(+) 120506 Y 4931.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 6 DATE 01/26/07 EST. NO.42 TIME 11:37 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0002 2,932.98 111506 Y 4932.0 0003 2,083.10 111606 Y 4933.0 0004 1,293.22 120606 Y 4934.0 0005 1,088.58 112106 Y 5131.0 289 0001 10,700.00 A.C. @ L.S.(+) 012207 N 0001 0 300 0001 2,500,000.00 A.C. @ L.S.(+) 011007 N 5077.0 3,262,084.63 TOTAL THIS ESTIMATE 24,017,586.86 TOTAL PREVIOUS ESTIMATE 27,279,671.49 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 01/26/07 EST. NO.42 TIME 11:37 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED GRADATION -309.60 03 CONC NON-COMPLIANCE -28,270.36 04 CIDH PILES FOR BENTS -30,000.00 05 BENT 2 & 11 CONCRETE -17,221.99 06 BENT 9 CIDH CONCRETE -2,369.60 06 CONC. NON-COMPLIANCE 28,270.36 06 AC @ RIVERCREST -4,518.53 07 BENT 10 & 11 @ NWC C -40,672.42 07 BENT 2 @ CCD CONCRET -16,024.45 07 BENT 10 & 11 NWC C 40,672.42 08 BENT 10 PILE -24,309.56 08 BENT 11 @ NWC -16,362.86 08 BENT 11 ANOMALY PE 5 25,000.00 08 BENT 2 @ CCD CONCRET 16,024.45 08 BENT 12 ANOMALY -5,175.60 09 BENT 7 NW CONN CIDH -4,656.00 10 BENT 8 NW CONN CIDH -10,658.00 10 BENT 4 CIDH ANOMALIE -35,943.69 11 FAILED AGGREGATES -941.04 11 MISSING CONC CERTS -35,234.00 11 BENT 15 NWC CIDH ANO -16,578.80 12 BENT 17 NWC FAIL AG -1,152.00 12 BENT #16 NWC CIDH AN -53,724.07 14 BENT 17 NWC OF AGGRE -769.04 16 BENT 25 NWC OF AGGRE -1,879.20 16 MISSING CONC CERTS 35,234.00 16 SWPPP VIOLATION -1,255,718.19 16 SWPPP VIOLATION 1,255,718.19 17 CONC. ROCK POCKETS -40,120.00 18 PCCP AG-OUT OF COMP. -390.54 20 SHOTCRETE -89,250.00 20 CONC @ RW 47D -220.18 21 ROCK POCK RW 215-21A -6,083.55 21 SHOTCRETE 89,250.00 21 CIDH BENT 24 NW CONN -13,938.97 22 NWC, FR-2 - MTL SPEC -1,800.00 23 NWC, FR-3 - MTL SPEC -1,649.00 23 B10 CIDH SE CONNECTR -8,056.00 24 FAILED PCCP -44,244.90 24 LCB/PCCP NON-COMPL. -4,345.98 24 OVERDUE MISSION CLOS -20,800.00 24 CONC FOR MSE PANELS -1,328.37 27 ABUT 28 FTG NWC -208.80 28 ROCK POCK RW215-219 340.00 28 ROCK POCK RW215-219 39,780.00 29 CPM SCHEDULE -900,000.00 31 LATE OPENING OF CLOS -5,200.00 31 NW & SE CONN -19,209.48 31 RW215-201, REJECTED -41,480.00 31 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 01/26/07 EST. NO.42 TIME 11:37 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- CPM SCHEDULE 900,000.00 32 NWC BACK TO SPECS 3,657.80 32 SWC CIDH PILES 8,056.00 32 RW215-201 RETURN 41,480.00 34 OVERDUE MISSION CLOS 20,800.00 35 LCB AGG-OUT OF COML -892.09 36 TIE-BAR MISALIGN -24,709.50 36 PCCP-DEF. THICKNESS -24,504.24 37 PCCP-THICKNESS MEAS -6,797.76 37 SALVAGED MAT -14,542.48 37 SALVAGED MAT'L RETN 14,542.48 38 PCCP AGG 6-05-06 -741.98 39 RCK PCKET RW-21A RL 4,233.55 40 DEF. PCCP THICKNESS -1,492.50 41 LATE CLOSR OPNG 1130 -10,400.00 41 LATE CLSR OPNG 1213 -9,013.33 41 0.00 -370,849.40 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 MISSING DOCUMENTS 10,000.00 22 MISSING DOCUMENTS -10,000.00 23 MISSING PAYROLLS -10,000.00 24 RELEASE LCV 10,000.00 34 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -380,849.40 PROGRAM CAS145 PAGE 1 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 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 0.400 320,000.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.825 16,500.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 13.000 89,700.00 663.000 4,574,700.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 30.500 762.50 5,879.360 146,984.00 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 0.896 448,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.033 3,300.00 0.719 71,900.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.010 10,000.00 0.810 810,000.00 S) 14 TYPE II BARRICADE EA 35.0000 3,255.00 46.000 1,610.00 S) 15 TYPE III BARRICADE EA 65.0000 3,705.00 64.000 4,160.00 183.000 11,895.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 11.700 351.00 758.480 22,754.40 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 2,413.460 1,568.75 200,271.150 130,176.25 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 123.000 3,444.00 2,233.000 62,524.00 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 140,700.00 365.000 1,277.50 40,571.000 141,998.50 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 2,920.360 70,088.64 59,413.470 1,425,923.28 S) PROGRAM CAS145 PAGE 2 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 86.000 12,040.00 2,217.000 310,380.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 1,395.530 3,767.93 38,417.790 103,728.03 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 17.000 17,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 80.000 2,320.00 1,388.370 40,262.73 27 OBLITERATE SURFACING M2 1.3000 176,800.00 2,866.000 3,725.80 20,954.320 27,240.62 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 110.100 1,871.70 12,544.390 213,254.63 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 6,476.840 142,490.48 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 47,741.030 71,611.55 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 20,218.570 40,437.14 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 83.020 124.53 45,448.320 68,172.48 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 13.080 392.40 466.890 14,006.70 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 22,708.000 22,708.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 1.000 100.00 43.000 4,300.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 44.500 133,500.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 2.000 700.00 39 REMOVE PIPE M 70.0000 243,600.00 22.000 1,540.00 1,968.160 137,771.20 40 REMOVE INLET EA 540.0000 64,800.00 65.000 35,100.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 38.000 20,520.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 2.000 1,400.00 23.000 16,100.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 2,126.420 48,907.66 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 1,420.000 28,400.00 47 SALVAGE METAL BEAM GUARD RAILING M 25.0000 22,250.00 407.520 10,188.00 48 RECONSTRUCT CHAIN LINK FENCE M 40.0000 6,800.00 14.000 560.00 49 RESET MARKER EA 40.0000 560.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.000 1,800.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 50.000 12,500.00 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 2.000 2,000.00 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 119,200.00 25,293.570 40,469.71 S) (45 MM MAXIMUM) 55 REMOVE CONCRETE (CHANNEL) M3 75.0000 84,000.00 2.000 150.00 861.590 64,619.25 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 18.300 640.50 2,298.500 80,447.50 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 58,000.00 201.530 10,076.50 2,257.870 112,893.50 61 REMOVE SOUND WALL M2 20.0000 78,200.00 2,690.810 53,816.20 62 CAP INLET EA 500.0000 22,500.00 14.000 7,000.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 0.000 0.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.103 66,950.00 0.834 542,100.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.172 17,200.00 0.613 61,300.00 66 PUMP STATION REMOVAL LS 18,000.0000 18,000.00 0.500 9,000.00 67 CLEARING AND GRUBBING LS 170,000.0000 170,000.00 1.000 170,000.00 68 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.964 96,400.00 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 11,423.910 138,115.07 490,345.380 5,928,275.64 71 LEAD COMPLIANCE PLAN LS 30,000.0000 30,000.00 1.000 30,000.00 72 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 2,392,500.00 297.000 22,275.00 27,682.000 2,076,150.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 15.0000 9,750.00 261.000 3,915.00 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 22,400.00 560.000 22,400.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 2,268,090.00 1,339.000 40,170.00 97,388.400 2,921,652.00 F) PROGRAM CAS145 PAGE 4 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,653.000 82,650.00 13,542.000 677,100.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 535.000 18,725.00 56,988.800 1,994,608.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 54.800 1,918.00 263.300 9,215.50 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 527.570 36,929.90 81 DITCH EXCAVATION M3 20.0000 50,000.00 2,635.460 52,709.20 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 95.000 25,175.00 6,107.000 1,618,355.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 535.000 24,610.00 38,058.000 1,750,668.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 128.450 1.28 2,696.550 26.97 85 HIGHWAY PLANTING LS 220,000.0000 220,000.00 0.225 49,500.00 0.816 179,520.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 2,294.180 128,474.08 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 24.592 9,099.04 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 6,830.500 5,805.93 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 161.890 12,141.75 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 1,844.300 2,305.38 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 1,229.500 2,827.85 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 0.081 3,240.00 0.470 18,800.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.168 31,920.00 0.674 128,060.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 454.430 68,164.50 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 31.400 2,669.00 739.250 62,836.25 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 22.860 5,029.20 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 4,673.020 149,536.64 46,265.414 1,480,493.25 PROGRAM CAS145 PAGE 5 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,485.800 99,432.00 38,572.027 1,542,881.08 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 8,451.990 1,132,566.66 07 ASPHALT TREATED PERMEABLE BASE M3 105.0000 57,750.00 753.110 79,076.55 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 96,000.00 828.790 62,159.25 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 8,838.420 393,309.69 107,927.260 4,802,763.07 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 2,043.240 44,951.28 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 2,797.360 11,189.44 (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 7,541,100.00 364.240 68,841.36 11,695.820 2,210,509.98 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 256.500 48,735.00 1,131.420 214,969.80 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 166.140 137,896.20 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 612.000 3,733.20 11,338.010 69,161.86 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 245.000 4,165.00 1,047.080 17,800.36 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 465.000 4,650.00 S) PAVEMENT 22 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 310.0000 230,020.00 1,020.750 316,432.50 S) PILING 23 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 475.0000 539,125.00 1,185.800 563,255.00 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 1,068.550 5,342,750.00 S) PILING 26 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,960.0000 425,320.00 204.200 400,232.00 S) PILING 27 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 207,200.00 76.900 215,320.00 S) PILING 28 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 189,000.00 44.820 188,244.00 S) PILING 29 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,180.0000 825,700.00 132.440 950,919.20 S) PILING 30 FURNISH PILING (CLASS 625) M 63.0000 109,494.00 1,573.810 99,150.03 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 195,000.00 129.000 193,500.00 S) (ALTERNATIVE X) 32 FURNISH PILING (CLASS 625) M 105.0000 124,425.00 558.000 58,590.00 (ALTERNATIVE V) 33 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,500.0000 136,500.00 104.000 156,000.00 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 3,797.125 417,683.75 S) PILING (SOUND WALL) 36 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 315.0000 66,150.00 272.520 85,843.80 S) PILING (TYPE 5 MODIFIED) 37 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2000,000.0000 2,000,000.00 0.633 1,266,000.00 S) 38 TIEBACK ANCHOR EA 2,600.0000 566,800.00 180.000 468,000.00 S) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 175.0000 885,500.00 4,833.300 845,827.50 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 832.000 370,240.00 34,534.300 15,367,763.50 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 402.000 136,680.00 24,047.200 8,176,048.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 200.000 140,000.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 300.0000 336,000.00 56.000 16,800.00 1,013.000 303,900.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 777.470 373,185.60 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 38.800 31,040.00 (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 83.180 31,608.40 1,805.090 685,934.20 48 CLASS 3 CONCRETE (BACKFILL) M3 180.0000 72,000.00 400.000 72,000.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 26.534 23,880.60 583.153 524,837.70 F) 50 MINOR CONCRETE (STAIRWAY) M3 1,200.0000 55,200.00 51.000 61,200.00 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 83.000 15,770.00 F) 53 FRACTURED RIB TEXTURE M2 75.0000 790,500.00 246.000 18,450.00 10,690.000 801,750.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 246.000 20,910.00 7,602.000 646,170.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 4,460.000 334,500.00 F) 56 BEAR RELIEF TEXTURE M2 195.0000 90,675.00 465.000 90,675.00 F) 57 DRILL AND BOND DOWEL M 65.0000 39,000.00 55.800 3,627.00 747.500 48,587.50 PROGRAM CAS145 PAGE 7 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 38.000 197,600.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 10.000 66,000.00 43.000 283,800.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 19.000 144,400.00 19.000 144,400.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 8.000 61,600.00 15.000 115,500.00 S) GIRDER (20 M - 25 M) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 66,500.00 3.000 28,500.00 3.000 28,500.00 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 78.000 109,200.00 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 7,080.000 920,400.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 420.000 48,300.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 8.000 44,000.00 S) 71 MASONRY BLOCK WALL M2 125.0000 13,750.00 110.000 13,750.00 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 107,625.00 145.000 25,375.00 S) 80 BAR REINFORCING STEEL KG 1.2000 326,730.00 8,051.300 9,661.56 186,461.410 223,753.69 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 212,970.000 281,120.40 7,867,440.780 10,385,021.83 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 96,103.000 139,349.35 2,242,205.000 3,251,197.25 SF) 83 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.2000 35,400.00 30,218.000 36,261.60 SF) 84 SHOTCRETE M3 425.0000 808,775.00 26.790 11,385.75 1,566.790 665,885.75 F) PROGRAM CAS145 PAGE 8 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,266.000 33,423.60 16,428.000 75,568.80 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 7,266.000 4,577.58 16,428.000 10,349.64 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 9,104.000 44,609.60 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 9,104.000 7,738.40 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 804,000.00 29.500 35,400.00 88.400 106,080.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 20.100 30,150.00 73.700 110,550.00 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 43.500 10,222.50 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 4.000 2,300.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 7.000 805.00 METHOD) 00 INSTALL SIGN PANEL ON EXISTING FRAME M2 90.0000 6,300.00 20.440 1,839.60 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 20.300 3,248.00 422.630 67,620.80 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 287.930 53,267.05 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 180.190 37,839.90 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 115.780 20,261.50 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 196.560 24,570.00 2,985.079 373,134.88 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 98.800 16,796.00 955.850 162,494.50 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 72.500 13,775.00 674.650 128,183.50 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 42.600 10,224.00 1,241.400 297,936.00 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 235.880 69,584.60 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 270.330 91,912.20 PROGRAM CAS145 PAGE 9 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,800.00 219.860 92,341.20 13 1350 MM REINFORCED CONCRETE PIPE M 395.0000 35,550.00 12.190 4,815.05 43.790 17,297.05 14 1800 MM REINFORCED CONCRETE PIPE M 545.0000 109,000.00 144.990 79,019.55 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 43.920 153,720.00 (CLASS III) 17 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,100.0000 294,000.00 90.280 189,588.00 (CLASS III) 18 300 MM CORRUGATED STEEL PIPE M 100.0000 7,200.00 51.050 5,105.00 (2.01 MM THICK) 19 450 MM CORRUGATED STEEL PIPE M 108.0000 23,760.00 2.300 248.40 192.450 20,784.60 (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 27.280 6,820.00 (3.51 MM THICK) 23 1800 MM CORRUGATED STEEL PIPE M 420.0000 38,640.00 121.610 51,076.20 (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 13,200.00 284.280 34,113.60 26 80 MM PLASTIC PIPE SLOTTED (EDGE DRAIN) M 35.0000 39,550.00 1,203.200 42,112.00 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 48.300 6,182.40 (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 123,500.00 124.430 23,641.70 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 9.300 41,850.00 19.370 87,165.00 (2.01 MM THICK) 37 450 MM CORRUGATED STEEL PIPE RISER M 1,900.0000 5,700.00 0.250 475.00 (2.77 MM THICK) 38 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 36,400.00 17.890 23,257.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 51,100.00 143.000 50,050.00 (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 1.000 1,200.00 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 1.000 1,400.00 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 8.860 22,150.00 47 900 MM PRECAST CONCRETE PIPE MANHOLE EA 4,200.0000 109,200.00 23.500 98,700.00 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 53.380 13,078.10 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 13.040 11,084.00 (BACKING NO. 2, METHOD B) 51 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 125.0000 8,375.00 217.040 27,130.00 52 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 1,400.0000 5,600.00 852.000 1,192,800.00 53 CLASS 3 CONCRETE (CHANNEL LINING) M3 375.0000 236,250.00 777.210 291,453.75 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 1,590.870 13,124.68 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 18.823 6,249.24 2,806.417 931,730.44 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 1,123.800 73,047.00 F) 59 DRAINAGE PUMPING EQUIPMENT LS 125,000.0000 125,000.00 1.000 125,000.00 S) 60 PUMPING PLANT ELECTRICAL EQUIPMENT LS 10,000.0000 10,000.00 1.000 10,000.00 S) 61 MISCELLANEOUS IRON AND STEEL KG 2.2000 75,198.20 592.000 1,302.40 11,899.200 26,178.24 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 1.000 210.00 42.000 8,820.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 38,191.000 257,789.25 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 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 23,460.000 146,625.00 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 8,579.000 34,316.00 SF) 67 PUMPING PLANT METAL WORK KG 13.0000 52,000.00 4,000.000 52,000.00 SF) 68 CHAIN LINK FENCE (TYPE CL-0.9) M 25.0000 41,500.00 567.000 14,175.00 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 281.300 9,001.60 6,040.000 193,280.00 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 411,400.00 212.000 9,328.00 2,186.820 96,220.08 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 432.000 45,360.00 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 72.000 11,520.00 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 412,560.00 447.000 160,920.00 F) 82 DOUBLE THRIE BEAM BARRIER M 65.0000 9,750.00 114.400 7,436.00 S) 83 CABLE RAILING M 22.0000 128,590.00 1,664.520 36,619.44 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 0.000 0.00 S) 85 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 1.000 125.00 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 1.000 110.00 8.000 880.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 3.000 8,100.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 15.000 34,500.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 10.000 6,000.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 11,400.00 2.000 11,400.00 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 91.430 9,600.15 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 56.860 9,097.60 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 467.000 35,492.00 1,311.000 99,636.00 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 219,200.00 135.400 21,664.00 135.400 21,664.00 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 82.000 18,040.00 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 62,560.00 297.000 34,155.00 323.180 37,165.70 F) 13 CONCRETE BARRIER (TYPE 732) M 125.0000 97,125.00 158.000 19,750.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 19.000 2,565.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 1.520 220.40 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 275.000 40,700.00 1,467.300 217,160.40 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 576.300 106,615.50 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 993.100 173,792.50 PROGRAM CAS145 PAGE 13 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 CONCRETE BARRIER (TYPE 736A MODIFIED) M 165.0000 204,600.00 1,118.610 184,570.65 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 93.280 21,454.40 F) 24 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 67,710.00 311.870 11,539.19 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 826.000 413.00 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 11,266.550 5,633.28 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 331.620 7,627.26 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 82,240.00 924.000 2,956.80 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 0.438 308,790.00 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 78,840.00 429.000 51,480.00 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 0.169 35,152.00 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 0.290 8,700.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.021 8,610.00 0.080 32,800.00 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 0.035 14,350.00 0.116 47,560.00 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 0.070 105,000.00 0.489 733,500.00 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 0.011 24,200.00 0.470 1,034,000.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.517 38,775.00 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 1,648.000 36,256.00 PROGRAM CAS145 PAGE 15 DATE 01/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 11:37 AM ESTIMATE NO. 42 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 01/19/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 01/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,434,735.92 106,141,314.41 ADJUSTMENT OF COMPENSATION 2,962,643.26 19,488,879.22 EXTRA WORK 299,441.37 7,790,792.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,696,820.55 133,420,985.90 47 MOBILIZATION LS 8343,064.9500 18,343,064.95 1.000 18,343,064.95 ORIGINAL CONTRACT AMOUNT 185,955,000.00 TOTAL WORK COMPLETED 6,696,820.55 151,764,050.85 MATERIALS ON HAND ON SITE 2,162,981.78 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -380,849.40 TOTAL 6,696,820.55 153,546,183.23 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 12/12/07 665 51 150 18 65% 65% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 01/26/07