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 12/28/07 EST. NO.61 TIME 10:51 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 1921 942.00 E.W. @ F.A.(+) 100507 Y 8104.4 1924 979.73 100307 Y 8104.7 1928 366.67 092407 Y 8108.7 1929 260.74 100207 Y 8108.8 1931 239.34 100307 Y 8109.0 1998 281.12 112007 Y 8199.7 1999 281.12 111907 Y 8199.8 2001 161.73 112807 Y 8196.2 2004 472.29 120607 Y 8211.1 2005 121.99 120507 Y 8211.3 2006 121.99 120407 Y 8211.4 2007 175.90 120307 Y 8211.5 2008 366.66 092507 Y 8211.6 005 0046 36,887.58 A.C. @ U.P.(+) 122107 N 0046 0 006 0735 1,557.59 E.W. @ F.A.(+) 082707 Y 8059.0 0760 2,094.96 092107 Y 8108.0 0777 1,522.26 100907 Y 8129.4 0805 1,908.59 111307 Y 8182.0 0807 262.38 111407 Y 8182.2 0808 710.95 111507 Y 8182.3 0809 346.84 111507 Y 8182.4 0812 1,080.22 111907 Y 8192.7 0816 4,820.33 113007 Y 8198.6 0818 414.13 112807 Y 8198.8 0820 1,349.43 112707 Y 8199.0 0826 3,969.81 113007 Y 8195.4 0828 352.00 111307 Y 8202.4 0829 616.00 110907 Y 8202.5 0830 833.58 120707 Y 8203.6 0831 3,151.68 120707 Y 8203.7 0833 6,655.92 120607 Y 8203.9 0834 256.61 120607 Y 8204.0 0835 6,019.93 120607 Y 8204.1 0836 9,918.39 120607 Y 8204.2 0837 834.63 120607 Y 8204.3 0838 2,912.07 120507 Y 8204.4 0839 238.73 120507 Y 8204.5 0840 2,944.66 120507 Y 8204.6 0841 654.57 120407 Y 8204.7 0842 1,204.17 120307 Y 8204.8 0843 2,966.77 120307 Y 8204.9 0844 1,082.15 120607 Y 8207.3 0845 3,232.43 120407 Y 8207.4 0846 2,506.65 120407 Y 8207.5 0847 2,190.59 120307 Y 8207.6 0848 2,277.83 120707 Y 8210.7 0849 1,209.74 120707 Y 8210.8 0850 1,349.43 120407 Y 8210.9 0851 539.07 120307 Y 8211.0 0852 1,349.43 120307 Y 8211.2 008 0015 8,829.70 E.W. @ F.A.(+) 112807 Y 8201.8 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 12/28/07 EST. NO.61 TIME 10:51 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 --------------------------------------------------------------------------- 009 0431 790.29 E.W. @ F.A.(+) 092607 N 8089.0 0433 2,106.82 100307 N 8117.5 0439 334.46 111607 N 8195.0 0440 495.27 112007 N 8195.1 0442 835.54 120507 N 8200.3 011 0191 254.80 E.W. @ F.A.(+) 113007 Y 8201.9 0192 355.60 120707 Y 8211.7 046 0605 111.91 E.W. @ F.A.(+) 082307 Y 8061.2 0607 3,386.41 090407 Y 8064.3 0611 2,869.66 090507 Y 8065.1 0633 816.04 092007 Y 8084.0 0639 6,304.64 100107 Y 8104.3 0640 285.39 092707 Y 8106.9 0649 334.93 053107 Y 7929.1 0656 4,921.16 090507 Y 8139.1 0694 767.35 111407 Y 8182.7 0695 1,591.90 111307 Y 8182.8 0697 1,977.36 091207 Y 8186.4 0707 2,189.05 112707 Y 8197.9 0709 3,314.68 112807 Y 8198.4 0711 264.00 111707 Y 8202.2 0712 88.00 111307 Y 8202.3 0715 546.26 120607 Y 8206.8 0716 213.81 120507 Y 8206.9 0717 2,682.94 120507 Y 8207.0 0718 213.81 120507 Y 8207.1 0719 1,948.39 120407 Y 8207.2 0720 730.81 120607 Y 8210.3 0721 385.95 120507 Y 8210.4 0722 275.33 120307 Y 8210.5 0723 283.82 120307 Y 8210.6 069 0041 1,320.07 E.W. @ F.A.(+) 012407 N 5431 0 080 0017 132,565.20 A.C. @ L.S.(+) 122007 N 0017 0 082 0240 484.06 E.W. @ F.A.(+) 120905 Y 8215.8 084 0017 280.00 A.C. @ U.P.(+) 122007 N 0017 0 0018 35.00 122007 N 0018 0 0019 17,720.00 122007 N 0019 0 0020 2,215.00 122007 N 0020 0 0021 19,053.00 122107 N 0021 0 086 0005 8,000.00 E.W. @ F.A.(+) 020105 N 2609 0 095 0020 6,243.87 A.C. @ L.S.(+) 122007 N 0020 0 098 0370 7,963.95 E.W. @ F.A.(+) 110607 Y 8168.2 0420 6,047.74 111907 Y 8205.3 0421 3,582.91 111707 Y 8205.4 0422 7,704.22 111507 Y 8205.5 0423 5,445.71 111307 Y 8205.6 0424 3,404.42 111007 Y 8205.7 0425 6,501.24 103107 Y 8205.8 0426 8,082.13 103007 Y 8205.9 0427 8,294.34 102907 Y 8206.0 0428 7,371.10 101907 Y 8206.1 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 12/28/07 EST. NO.61 TIME 10:51 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 --------------------------------------------------------------------------- 0429 5,658.48 102007 Y 8206.2 0430 6,590.79 102207 Y 8206.3 0431 6,435.03 102307 Y 8206.4 0432 4,742.28 102407 Y 8206.5 0433 7,894.26 102707 Y 8206.6 0434 3,405.32 102507 Y 8206.7 0435 5,943.13 120407 Y 8208.5 0436 743.83 120407 Y 8208.6 0437 5,943.13 120307 Y 8208.7 0438 3,672.46 112907 Y 8208.8 0439 3,951.56 112807 Y 8208.9 0440 4,215.57 112707 Y 8209.0 0441 5,836.83 112607 Y 8209.1 0442 5,943.13 112107 Y 8209.2 0443 765.35 112007 Y 8209.3 0444 5,943.13 112007 Y 8209.4 0445 4,862.70 111407 Y 8209.5 0446 416.75 102607 Y 8209.6 0447 6,735.20 102607 Y 8209.7 0448 4,581.50 102507 Y 8209.8 0449 1,290.51 101907 Y 8209.9 0450 766.36 101807 Y 8210.0 0451 6,490.10 101807 Y 8210.1 0452 5,858.36 101707 Y 8210.2 122 0017 2,393.37 E.W. @ F.A.(+) 092407 Y 8091.9 124 0004 21,746.58 E.W. @ L.S.(+) 122007 N 0004 0 158 0018 1,674.73 E.W. @ F.A.(+) 101107 Y 8154.2 0021 829.58 102307 Y 8208.4 200 0030 2,005.90 E.W. @ F.A.(+) 120507 Y 8205.2 242 0038 304.14 E.W. @ F.A.(+) 070706 Y 3839.1 243 0048 2,253.58 E.W. @ F.A.(+) 022207 Y 5781 0 259 0009 577.01 E.W. @ F.A.(+) 101607 Y 8208.2 260 0010 6,305.21 A.C. @ U.P.(+) 122007 N 0010 0 261 0101 22,405.19 E.W. @ F.A.(+) 051707 N 8023.9 276 0041 3,758.93 E.W. @ F.A.(+) 041307 Y 6467 0 0042 188.94 041307 Y 6467.2 277 0004 16,092.80 A.C. @ U.P.(+) 122007 N 0004 0 290 0001-1 -1,754.37 E.W. @ F.A.(+) 012007 Y 7123.0 DAO CORRECTING ENTRY 0001-2 1,261.71 012007 Y 7123.0 DAO CORRECTING ENTRY 293 0085 894.22 E.W. @ F.A.(+) 051507 Y 6961.0 297 0052 75.35 E.W. @ F.A.(+) 112707 Y 8197.5 302 0130 836.21 E.W. @ F.A.(+) 100107 Y 8106.7 0147 3,520.00 091107 Y 8131.2 0208 4,679.19 091907 Y 8183.3 0234 3,528.40 120407 Y 8205.0 0235 2,906.66 112607 Y 8205.1 0236 3,327.88 120507 Y 8207.8 0237 170.92 120307 Y 8207.9 0238 2,056.78 120307 Y 8208.0 305 1120 3,738.52 E.W. @ F.A.(+) 082507 N 8062.0 1182 1,929.38 092507 N 8099.1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 12/28/07 EST. NO.61 TIME 10:51 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 --------------------------------------------------------------------------- 1185 411.59 092507 N 8099.4 1188 1,414.50 051207 N 8099.7 1190 1,142.30 072507 N 8099.9 1210 4,722.07 090807 N 8121.3 1213 1,633.52 082207 N 8121.6 1245 900.86 090407 N 8120.2 1285 962.71 110107 N 8170.8 1291 994.07 110807 N 8171.4 1315 3,833.33 110307 N 8180.9 1333 493.67 120307 N 8201.4 1334 1,338.74 120407 N 8201.5 1337 440.00 110707 Y 8202.0 1338 176.00 111207 N 8202.1 1341 1,024.87 112007 N 8213.9 1344 662.73 112007 N 8214.2 1345 455.48 112407 N 8214.3 1346 1,642.25 112407 N 8214.4 1349 584.35 112507 N 8214.7 1350 1,175.16 112707 N 8214.8 1351 315.75 112807 N 8214.9 1352 654.26 112807 N 8215.0 1353 1,118.52 112807 N 8215.1 1354 210.75 112807 N 8215.2 1355 1,118.52 112907 N 8215.3 1356 1,960.59 120107 N 8215.4 1357 2,340.57 120107 N 8215.5 1358 3,357.85 120207 N 8215.6 1359 1,828.84 112407 N 8215.7 1360 1,745.66 072407 N 8211.8 1361 1,594.50 070907 N 8211.9 1363 2,009.61 102007 N 8212.1 1364 4,506.87 102007 N 8212.3 1365 2,690.88 102407 N 8212.4 1366 1,653.09 102507 N 8212.5 1368 1,278.73 102707 N 8212.7 1369 1,098.53 103007 N 8212.8 1370 5,556.42 111007 N 8212.9 1371 2,674.38 111207 N 8213.0 1372 2,334.81 111307 N 8213.1 1373 581.06 111307 N 8213.2 1374 1,163.19 111407 N 8213.3 1375 2,094.45 111507 N 8213.4 1376 962.49 111607 N 8213.5 1377 331.72 111607 N 8213.6 1378 1,783.28 111707 N 8213.7 310 0009 1,521.86 E.W. @ F.A.(+) 100907 Y 8145.9 312 0008 1,612.49 E.W. @ F.A.(+) 090607 N 8063.4 316 0002 1,322.63 E.W. @ F.A.(+) 092507 Y 8105.0 0003 661.93 092407 Y 8105.1 0004 807.12 092707 Y 8105.2 0007 289.80 092507 Y 8105.5 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 12/28/07 EST. NO.61 TIME 10:51 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 --------------------------------------------------------------------------- 0044 4,542.82 090607 Y 8114.3 0045 450.26 090607 Y 8114.4 0055 1,188.00 090607 Y 8143.6 318 0002 745.28 E.W. @ F.A.(+) 102407 Y 8146.1 0003 1,866.10 102407 Y 8146.2 0014 9,746.61 112907 Y 8195.7 0017 2,265.16 110907 Y 8196.7 0020 1,645.14 112907 Y 8197.0 0021 5,640.23 120607 Y 8207.7 320 0011 2,615.14 E.W. @ F.A.(+) 101707 Y 8216.2 0012 3,526.51 101707 Y 8216.3 0013 3,373.90 101607 Y 8216.4 0014 1,286.50 120507 Y 8216.5 0015 339.53 101807 Y 8216.6 0016 4,064.83 101507 Y 8216.7 0017 319.08 101207 Y 8216.8 326 0001 2,008.93 E.W. @ F.A.(+) 111507 Y 8216.1 334 0001 616,000.00 A.C. @ U.P.(+) 112007 N 0001 0 1,375,019.36 TOTAL THIS ESTIMATE 53,776,755.98 TOTAL PREVIOUS ESTIMATE 55,151,775.34 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 12/28/07 EST. NO.61 TIME 10:51 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 12/28/07 EST. NO.61 TIME 10:51 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 CONC. AGGR @ CHICAGO -2,066.40 52 TEMP. STRIPE/SEG. 3 -5,000.00 52 REJECTED PCCP -9,336.60 53 REL TEMP STRIPE/S-3 5,000.00 57 PCCP DEF. THICKNESS -1,587.22 59 PCCP FAIL GRADATION -611.80 59 0.00 -384,451.42 EQUAL EMPLOYMENT OPPORTUNITY MISSING EEO REPORT -10,000.00 53 0.00 -10,000.00 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 MISSING DOCUMENTS -5,000.00 48 MISSING DOCUMENTS 5,000.00 50 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -404,451.42 PROGRAM CAS145 PAGE 1 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 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 1.000 30,000.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.019 15,200.00 0.619 495,200.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.010 200.00 0.930 18,600.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 20.000 138,000.00 889.000 6,134,100.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 6,188.220 154,705.50 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 1.000 10,000.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 500,000.0000 500,000.00 1.000 500,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.725 72,500.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.010 10,000.00 0.920 920,000.00 S) 14 TYPE II BARRICADE EA 35.0000 3,255.00 46.000 1,610.00 S) 15 TYPE III BARRICADE EA 65.0000 3,705.00 224.000 14,560.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 1,001.460 30,043.80 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 19,934.770 12,957.60 277,359.600 180,283.74 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 6.000 168.00 2,526.000 70,728.00 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 140,700.00 448.000 1,568.00 47,896.000 167,636.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 66,000.00 11.000 66,000.00 S) 22 TEMPORARY RAILING (TYPE K) M 24.0000 1,660,800.00 2,469.230 59,261.52 78,555.270 1,885,326.48 S) PROGRAM CAS145 PAGE 2 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 201,600.00 100.000 14,000.00 3,071.000 429,940.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 44,046.810 118,926.39 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 33.000 33,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 69.300 2,009.70 2,094.300 60,734.70 27 OBLITERATE SURFACING M2 1.3000 176,800.00 78,999.170 102,698.92 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 13,146.490 223,490.33 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 88.000 1,936.00 6,648.420 146,265.24 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 52,049.780 78,074.67 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 21,166.570 42,333.14 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 7,662.220 11,493.33 67,745.170 101,617.76 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 40.830 1,224.90 636.580 19,097.40 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 23,453.000 23,453.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 67.000 6,700.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 47.500 142,500.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 2.000 700.00 39 REMOVE PIPE M 70.0000 243,600.00 67.000 4,690.00 3,279.550 229,568.50 40 REMOVE INLET EA 540.0000 64,800.00 3.000 1,620.00 114.000 61,560.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 52.000 28,080.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 24.000 16,800.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 2,879.150 66,220.45 44 REMOVE CONCRETE DECK SURFACE M2 25.0000 2,125.00 85.000 2,125.00 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 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 450.00 22.000 3,300.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 8.000 2,000.00 83.000 20,750.00 52 ADJUST PIPE INLET TO GRADE EA 1,000.0000 2,000.00 3.000 3,000.00 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 26,373.570 42,197.71 S) (45 MM MAXIMUM) 55 REMOVE CONCRETE (CHANNEL) M3 75.0000 84,000.00 872.590 65,444.25 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 3,103.880 108,635.80 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 6.500 325.00 2,795.914 139,795.70 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 25.000 12,500.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 0.000 0.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.127 82,550.00 0.961 624,650.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 1.000 100,000.00 66 PUMP STATION REMOVAL LS 18,000.0000 18,000.00 1.000 18,000.00 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 1.000 100,000.00 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 3,252.280 39,320.07 669,319.700 8,092,075.17 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 31,812.000 2,385,900.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 15.0000 9,750.00 650.000 9,750.00 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 90,464.200 2,713,926.00 F) PROGRAM CAS145 PAGE 4 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,060.000 1,053,000.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 71,252.800 2,493,848.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 637.200 22,302.00 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 4.200 294.00 699.343 48,954.01 81 DITCH EXCAVATION M3 20.0000 50,000.00 360.800 7,216.00 3,769.693 75,393.86 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 6,161.000 1,632,665.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 38,530.000 1,772,380.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 59,246.640 592.47 85 HIGHWAY PLANTING LS 220,000.0000 220,000.00 0.816 179,520.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 1,228.070 68,771.92 8,417.620 471,386.72 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 68.122 25,205.14 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 15,299.100 13,004.24 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 411.810 30,885.75 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 4,951.030 6,188.79 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 3,300.650 7,591.50 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 0.819 32,760.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.674 128,060.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 620.430 93,064.50 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 195.000 16,575.00 1,128.330 95,908.05 S) (1.63 MM THICK) 99 300 MM WELDED STEEL PIPE CONDUIT M 155.0000 24,800.00 85.340 13,227.70 85.340 13,227.70 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 1.000 3,500.00 4.000 14,000.00 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 312.030 9,984.96 69,419.331 2,221,418.59 PROGRAM CAS145 PAGE 5 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,912,000.00 393.672 15,746.88 56,808.751 2,272,350.04 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 16.000 2,560.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 1,279.740 171,485.16 18,984.874 2,543,973.12 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 2,648.870 117,874.72 173,491.810 7,720,385.55 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 1,872.380 41,192.36 5,695.620 125,303.64 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 8,109.410 32,437.64 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 7.020 2,106.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 1,982.330 374,660.37 30,918.062 5,843,513.72 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 1,771.700 336,623.00 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 337.380 280,025.40 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 3,954.400 24,121.84 24,974.690 152,345.61 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 2,363.680 40,182.56 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 390.000 3,900.00 2,105.000 21,050.00 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 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,309.125 474,003.75 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 0.012 24,000.00 0.995 1,990,000.00 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 5,399.300 944,877.50 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 60.000 26,700.00 52,010.600 23,144,717.00 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 28,213.700 9,592,658.00 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 1,400.000 420,000.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 2,050.460 984,220.80 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 376.530 301,224.00 (TYPE R) 46 JACKING SUPERSTRUCTURE LS 20,000.0000 20,000.00 1.000 20,000.00 47 CLASS A CONCRETE (STRUCTURE) M3 380.0000 1,447,800.00 1,928.630 732,879.40 48 CLASS 3 CONCRETE (BACKFILL) M3 180.0000 72,000.00 485.000 87,300.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 7.475 6,727.50 732.250 659,025.00 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 0.189 1,644.30 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 17,221.000 1,291,575.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 9,323.000 792,455.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 7,856.000 589,200.00 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 1,066.680 69,334.20 PROGRAM CAS145 PAGE 7 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 39.000 202,800.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 61.000 402,600.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 82.000 623,200.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 49.000 377,300.00 S) GIRDER (20 M - 25 M) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 66,500.00 3.000 28,500.00 S) GIRDER (25 M - 30 M) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 98,000.00 7.000 98,000.00 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 241.000 337,400.00 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 3.000 7,500.00 67 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 3,225.00 43.000 3,225.00 F) 68 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 130.0000 1,564,420.00 11,603.000 1,508,390.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 575.000 66,125.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 18.000 99,000.00 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 39,375.00 192.600 24,075.00 S) 73 JOINT SEAL ASSEMBLY (MR 70 MM) M 410.0000 5,740.00 13.600 5,576.00 13.600 5,576.00 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 13.600 20,400.00 37.600 56,400.00 S) 76 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,100.0000 29,400.00 13.600 28,560.00 13.600 28,560.00 S) 77 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,000.0000 330,000.00 65.950 197,850.00 104.950 314,850.00 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 107,625.00 234.000 40,950.00 S) 80 BAR REINFORCING STEEL KG 1.2000 326,730.00 189,942.310 227,930.77 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 108,135.000 142,738.20 10,341,502.000 13,650,782.64 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 2,407,329.000 3,490,627.05 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 1,594.000 677,450.00 F) PROGRAM CAS145 PAGE 8 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 43,020.00 395.000 1,580.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 38.0000 166,326.00 161.000 6,118.00 (LOW ODOR) 88 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 20,800.00 518.000 3,367.00 SF)WITH WALKWAY) 89 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.5000 11,200.00 518.000 1,813.00 SF)WITH WALKWAY) 90 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.6000 1,542,978.00 61,321.000 282,076.60 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 61,321.000 38,632.23 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 40,324.000 197,587.60 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 40,324.000 34,275.40 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 804,000.00 94.200 113,040.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 107.420 161,130.00 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 53.000 12,455.00 153.500 36,072.50 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 3.000 1,725.00 20.000 11,500.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 11.000 1,265.00 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 156,800.00 592.420 94,787.20 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 392.290 72,573.65 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 181.770 38,171.70 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 142.380 24,916.50 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 3,941.613 492,701.63 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 95.070 16,161.90 1,186.290 201,669.30 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 809.100 153,729.00 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 1,367.170 328,120.80 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 245.640 72,463.80 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 270.330 91,912.20 PROGRAM CAS145 PAGE 9 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 99.880 39,452.60 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 7,200.00 108.020 10,802.00 (2.01 MM THICK) 19 450 MM CORRUGATED STEEL PIPE M 108.0000 23,760.00 207.250 22,383.00 (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 17.000 2,210.00 (1.63 MM THICK) 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 128.0000 19,200.00 82.720 10,588.16 (1.63 MM THICK) 29 200 MM ENTRANCE TAPER EA 675.0000 675.00 1.000 675.00 30 300 MM ENTRANCE TAPER EA 750.0000 5,250.00 1.000 750.00 31 200 MM DOWNDRAIN SLIP JOINT EA 240.0000 240.00 1.000 240.00 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 3.000 750.00 34 300 MM ANCHOR ASSEMBLY EA 290.0000 1,160.00 2.000 580.00 35 GRATED LINE DRAIN M 190.0000 123,500.00 37.500 7,125.00 336.930 64,016.70 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 47.800 215,100.00 (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 27.710 36,023.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 51,100.00 146.000 51,100.00 (NATURAL GAS) 40 508 MM WELDED STEEL PIPE CASING (BRIDGE) M 425.0000 44,625.00 101.900 43,307.50 (NATURAL GAS) 41 610 MM WELDED STEEL PIPE CASING (BRIDGE) M 240.0000 35,280.00 24.000 5,760.00 42 300 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 3.000 3,600.00 43 450 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 2,600.00 2.000 2,600.00 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 1.000 5,500.00 46 900 MM PRECAST CONCRETE PIPE INLET EA 2,500.0000 47,500.00 12.860 32,150.00 47 900 MM PRECAST CONCRETE PIPE MANHOLE EA 4,200.0000 109,200.00 46.500 195,300.00 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 61.090 14,967.05 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 17.340 14,739.00 (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 30.810 11,553.75 870.710 326,516.25 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 189.690 68,288.40 F) 55 SLOPE PAVING (ROCK BLANKET) M2 150.0000 124,500.00 614.300 92,145.00 614.300 92,145.00 F) 56 ROCK SLOPE PROTECTION FABRIC M2 8.2500 10,725.00 1,612.570 13,303.70 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 2.590 859.88 3,613.807 1,199,783.92 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 2,402.490 156,161.85 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 75,198.20 444.000 976.80 25,719.600 56,583.12 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 72.000 15,120.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 51,076.000 344,763.00 SF)(RESTRAINER - PIPE TYPE) 64 MISCELLANEOUS METAL KG 6.2500 71,562.50 2,680.000 16,750.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 11 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 46,448.000 290,300.00 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 35,612.000 142,448.00 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 41,500.00 899.550 22,488.75 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 9,351.270 299,240.64 S) 70 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 7,200.00 1.000 800.00 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 411,400.00 673.580 29,637.52 4,972.720 218,799.68 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 738.900 77,584.50 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 15.000 2,400.00 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 412,560.00 883.000 317,880.00 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 3,215.540 70,741.88 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 3.000 465.00 10.000 1,550.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 4.000 440.00 21.000 2,310.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 9.000 24,300.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 2.000 4,600.00 33.000 75,900.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 2.000 1,200.00 31.000 18,600.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 17,100.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 525.0000 5,250.00 1.000 525.00 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 235,200.00 184.060 29,449.60 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 809.000 61,484.00 F) 00 CONCRETE BARRIER (TYPE 60E) M 440.0000 4,400.00 61.700 27,148.00 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 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 9.500 7,125.00 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 43.460 39,114.00 320.670 288,603.00 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 0.000 0.00 F) 13 CONCRETE BARRIER (TYPE 732) M 125.0000 97,125.00 213.000 26,625.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 130.000 17,550.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 450.000 65,250.00 730.520 105,925.40 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 1,936.400 286,587.20 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 5,518.300 1,020,885.50 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 1,159.100 202,842.50 PROGRAM CAS145 PAGE 13 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,925.110 317,643.15 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 33.000 7,590.00 126.280 29,044.40 F) 24 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 67,710.00 598.190 22,133.03 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 4,367.100 2,183.55 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 2,144.780 1,072.39 18,267.720 9,133.86 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 206.160 4,741.68 577.650 13,285.95 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 1,054.000 1,581.00 1,424.000 2,136.00 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 1,096.000 3,507.20 2,899.000 9,276.80 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 0.879 619,695.00 S) 6,7) 33 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 6,000.00 12.000 36,000.00 12.000 36,000.00 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 1,340.000 160,800.00 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 0.361 75,088.00 S) 3,4,5,6,7,8,9,10) 38 MODIFY TRAFFIC MONITORING STATION LS 12,000.0000 12,000.00 0.599 7,188.00 S) INCIDENT 39 TRAFFIC MONITORING STATION INCIDENT LS 30,000.0000 30,000.00 0.616 18,480.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.224 91,840.00 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 0.015 6,150.00 0.779 319,390.00 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 0.036 54,000.00 0.959 1,438,500.00 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 0.057 125,400.00 0.813 1,788,600.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:51 AM ESTIMATE NO. 61 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 12/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,243,827.85 147,561,120.69 ADJUSTMENT OF COMPENSATION 853,397.66 36,261,841.38 EXTRA WORK 521,621.70 18,889,933.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,618,847.21 202,712,896.03 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 3,618,847.21 221,055,960.98 MATERIALS ON HAND ON SITE 697,859.89 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -404,451.42 TOTAL 3,618,847.21 221,349,369.45 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 04/16/08 891 55 229 19 86% 81% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 12/28/07